DRAWINGSA New Tenant Improvement For:
e- Cigarettes Facility
800 N Congress Ave # 120, Boynton Beach.. FL, 33426
TERMS OF USE & LICENSE AGREEMENT
Building Codes And Zoning Requirements
At the time of creation, these plans were designed to meet the requirements of a nationally recognized
model building code in effect where these plans were produced. Because of the great differences in
geography and climate throughout the United States each state, county and municipality has its own
building codes, zone requirements, ordinances and building regulations. These plans may need to be
modified and additional drawings and details may need to be added to comply with your local conditions,
requirements, and a wide range of other matters.All of our plans can be adapted to the local building codes
and requirements. It is the responsibility of the purchaser and/or builder of each plan to see that the structure
is built in strict compliance with the governing municipal codes (city, county, state and federal). In addition
to the building plans that you order, you will also need a site plan that shows where the house is going to be
located on the lot. There are some areas of the country that have very strict engineering codes. If you are
building in this type of area, it is possible that you will need to hire a local engineer to analyze the house and
provide additional drawings and calculations that may be required by your building department.
Notice Duty Of Cooperation
Our firm assumes no liability for any home constructed from these plans. Only qualified Designers, Architects,
Contractors or Structural Engineers should attempt to modify any portion of these plans. It is the sole
responsibility of the purchaser to obtain any and all structural analysis, engineering and specifications that
are required where the structure is to be built. Written dimensions on these drawings should have
precedence over scaled dimensions; the contractor shall verify and be responsible for all dimensions and
conditions on the job.
Architectural And Engineering Seals
Some cities and states are now requiring that a licensed architect or engineer review and "seal" these plans,
or officially approve them prior to construction. In addition, you may need to obtain permits or inspections
from your local governments before and in the course of construction. Prior to using these plans, we strongly
advise that you consult a licensed architect or engineer, as well as consult with your local building official
before applying for any permit or before starting any construction related to these plans. We authorize the
use of these plans on the express condition that you strictly comply with all local building codes, zoning
requirements and other applicable laws, regulations, ordinances and requirements.
License Agreement
By the purchase of our plans, customers are granted a limited license to use the plans for the construction of
only one home. It is strictly prohibited to reproduce, sell, modify, trace, redraw or reuse the plans or designs
without the written permission from the copyright owner. This limited license also applies to all other
reproducible media. All orders, once placed, are final. No refunds or exchanges will be granted.
Terms And Conditions
limitation, liability for consequential, special, incidental, indirect, or similar damages. You also agree that hie
liability of Sandra Puerta Architecture, P.A., its affiliates, officers, employees, agents and licensors, if any,
arising out of any kind of legal claim in any way connected to the service shall not exceed the amountyou
paid for the service. Because some states do not allow the exclusion or limitation of certain categoriesDf
damages, the above limitation may not apply to you. In such states, the liability of Sandra Puerta
Architecture, P.A., its affiliates, officers, employees, agents and licensors is limited to the fullest extent'
permitted by such state law.
Applicable Law
This site is created and controlled by Sandra Puerta Architecture, P.A., in the State of Florida. As such, the laws
of the State of Florida will govern these disclaimers, terms and conditions, without giving effect to aly
principles of conflicts of laws. Sandra Puerta Architecture, P.A. reserves the right to make changes p its site
and these disclaimers, terms and conditions at any time. You hereby irrevocably and unconditionally consent
to submit to the exclusive jurisdiction of the courts of the State of Florida, and of the United States A America
located in Broward, County, Florida for any disputes arising out of or relating to use of or purchase'lade
through Sandra Puerta Architecture, P.A., and agree not to commence any litigation relating the'eto except
in such courts, waive any objection to the laying of venue of any such litigation in the in BrowarcCounty,
Florida courts and agree not to plead or claim in any court that such litigation brought therein [-�s been
brought in an inconvenient forum.
Dispute Resolution
In the unlikely event that any controversy or claim arising out of or relating to this User Agreem nt or our
services shall be settled by binding arbitration in accordance with the commercial arbitratiorrules of the
American Arbitration Association. Any such controversy or claim shall be arbitrated on an incividual basis and
shall not be consolidated in any arbitration with any claim or controversy of any other party The arbitration
shall be conducted in Broward County, Florida, and judgment on the arbitration award mcy be entered into
any court having jurisdiction thereof. Either you or we may seek any interim or preliminary relief from a court
of competent jurisdiction in Broward County, Florida, necessary to protect the rights or prcperty of you or us
pending the completion of arbitration.
Miscellaneous
In the event that any provision of the User Agreement conflicts with the law under whicl-the User Agreement
is to be construed or if any provision is held invalid by a court with jurisdiction over the parties to the User
Agreement, such provision will be restated to reflect as nearly as possible the original inentions of the parties
in accordance with applicable law, and the remainder of this User Agreement will rerr6in in full force and
effect. If either party fails to insist upon or enforce strict performance by the other party of any provision of
the User Agreement, or to exercise any right under the User Agreement, such a failure will not be construed
as a waiver or relinquishment to any extent of such party's right to assert or rely upon my such provision or
right in that or any other instance. That is, all provisions and rights will remain in full force and effect.
El
sm
OCCUPANCY LOADS
OCCUPANCY LOAD CALCULATIONS
TABLE 1004. 1.1 - MAX FLOOR AREA ALLOWANCES PER
OCCUPANT
RETAIL
15 SQ. FT. GROSS USABLE AREA PER OCCUPANT
TOTAL GROSS AREA WAREHOUSE (1 ST FLOOR)
1015.2 S.F. = 1015.2 S.F. @ 15 SF/APP = 67 OCCUPANTS
BATHROOM
BATHROOM = 1 OCCUPANT
STORAGE
500 SQ. FT. GROSS USABLE AREA PER OCCUPANT
TOTAL GROSS AREA WAREHOUSE (1 ST FLOOR)
295.4 S.F. = 295.4 S.F. @ 500 SF/APP = 1 OCCUPANTS
TOTAL OCCUPANCY LOAD BASED ON SQ. FT. = 69
TOTAL OCCUPANCY LOAD BASED ON SEATING = 15
SCOPE OF WORK
1. NEW TENANT IMPROVEMENT FOR AN
EXISTING RETAIL SPACE.
2. NEW PARTITION WALL FOR STORAGE
SPACE.
3. NEW DISPLAY COUNTER AND LAYOUT.
4. NO CHANGE IN SQUARE FOOTAGE.
5. NO MECHANICAL, ELECTRICAL OR
PLUMBING WORK.
It is not permitted to copy any part of our original designs or reproduce them in any way or by any means,
unless you have purchased reproducible plans, which clearly indicate your right to copy or duplicate these
plans. We do not authorize them to be sold to another person or third party. We only authorize the use of
COVER SHEET
ALL'WORK ORK TO BE PERFORMED IN ACCORDANCE WITH THE F.B.C.
GENERAL NOTES + SPECIFICATIONS
your chosen design as an aid in the construction of one single-family home. You may not use this design or
SATELLITE AERIAL
ORDINANCES IN THE CITY OF JURISDICTION AND ALL
these plans to build a second or multiple dwellings without purchasing another set of plans or paying
:APPLICABLE CODES -AND STANDARDS ._
OCCUPANCY
additional design fees.
TYPE OF CONSTRUCTION
PROTECTED (SPRINKLERED)
Terms And Conditions - Ownership and Use of Documents
EXISTING ONE HOUR DEMISING WALLS
EGRESS WIDTH
The Architect shall have the right to include representations of the Design of Project, including, but not limited
„ _
69 OCCUPANTS x 0.2 - 13.8 REQUIRED
72" PROVIDED
to, photographs, plans, drawings, artistic renderings, digital images, and/or videotape, and/or such other
MIN. CORRIDOR WIDTH REQUIRED = 44"
=
similar demonstrative images of the exterior and interior of the subject project, among the Architect's
RETAIL SPACE
1015.2 S.F.
promotional, marketing, advertising, and/or professional materials (collectively, "marketing materials"). The
55.3 S.F.
STORAGE
Architect's marketing materials shall not include any image and/or description of the Client's confidential or
TOTAL AREA f
1365.9 S.F.
proprietary information and/or properly.
The Architect shall a be permitted to post an appropriate job site sign, which sign may include the Architect's
name, business address, business telephone number, and/or such other similar business related information,
within the boundary of the subject property, beginning with the issuance of the permit through the
-
commencement date of issuance of a certificate of occupancy.
`
Copyright Laws - Infringement Penalty
These designs and plans are protected under the terms of United States Copyright Law and may not be
copied or reproduced in any way by any means. All floor plans, renderings and other media advertised are
the exclusive property of Sandra Puerta Architecture, P.A. Any willful infringement to Copyright Laws by any
individual may be subject to severe penalties, actual damages, profit made, and attorneys fees of the owner
-
of the copyright.
: x
General Disclaimer
-
Our architects have taken substantial care and effort to create these plans. However, because the
architects cannot provide on-site consultation, supervision and control over actual construction, and
because of the great variances in local building requirements, building practices and soil, seismic, weather
a
and other conditions, we cannot assume any responsibility or liability or make any warranty, express or
implied, with respect to the content or use of these plans.
Disclaimer Of Warranties
You agree that use of the site is at your sole risk. The site is provided on an "as is" and "as available" basis.
Sandra Puerta Architecture, P.A., its affiliates, officers, employees, agents and licensors cannot and do not
imply or warrant the accuracy, completeness, currentness, non -infringement, merchantability, or fitness for a
particular purpose of the information or applications available through the service.
You further agree that you will use any data or information obtained through this site at your own discretion
and risk. You will be solely responsible for any damage to your computer system or loss of data that results
from the download of such material or data.
Sandra Puerta Architecture, P.A., its affiliates, officers, employees, agents and licensors make no warranty
regarding any goods or services referred to, advertised on, or obtained through our sites, other than those
specifically expressed by Sandra Puerta Architecture, P.A.,
Limitation Of Liability
Under no circumstances shall Sandra Puerta Architecture, P.A., or its affiliates, officers, employees, agents,,)r
licensors be liable to you or anyone else for any damages arising out of use of the services, including, wittPut
limitation, liability for consequential, special, incidental, indirect, or similar damages. You also agree that hie
liability of Sandra Puerta Architecture, P.A., its affiliates, officers, employees, agents and licensors, if any,
arising out of any kind of legal claim in any way connected to the service shall not exceed the amountyou
paid for the service. Because some states do not allow the exclusion or limitation of certain categoriesDf
damages, the above limitation may not apply to you. In such states, the liability of Sandra Puerta
Architecture, P.A., its affiliates, officers, employees, agents and licensors is limited to the fullest extent'
permitted by such state law.
Applicable Law
This site is created and controlled by Sandra Puerta Architecture, P.A., in the State of Florida. As such, the laws
of the State of Florida will govern these disclaimers, terms and conditions, without giving effect to aly
principles of conflicts of laws. Sandra Puerta Architecture, P.A. reserves the right to make changes p its site
and these disclaimers, terms and conditions at any time. You hereby irrevocably and unconditionally consent
to submit to the exclusive jurisdiction of the courts of the State of Florida, and of the United States A America
located in Broward, County, Florida for any disputes arising out of or relating to use of or purchase'lade
through Sandra Puerta Architecture, P.A., and agree not to commence any litigation relating the'eto except
in such courts, waive any objection to the laying of venue of any such litigation in the in BrowarcCounty,
Florida courts and agree not to plead or claim in any court that such litigation brought therein [-�s been
brought in an inconvenient forum.
Dispute Resolution
In the unlikely event that any controversy or claim arising out of or relating to this User Agreem nt or our
services shall be settled by binding arbitration in accordance with the commercial arbitratiorrules of the
American Arbitration Association. Any such controversy or claim shall be arbitrated on an incividual basis and
shall not be consolidated in any arbitration with any claim or controversy of any other party The arbitration
shall be conducted in Broward County, Florida, and judgment on the arbitration award mcy be entered into
any court having jurisdiction thereof. Either you or we may seek any interim or preliminary relief from a court
of competent jurisdiction in Broward County, Florida, necessary to protect the rights or prcperty of you or us
pending the completion of arbitration.
Miscellaneous
In the event that any provision of the User Agreement conflicts with the law under whicl-the User Agreement
is to be construed or if any provision is held invalid by a court with jurisdiction over the parties to the User
Agreement, such provision will be restated to reflect as nearly as possible the original inentions of the parties
in accordance with applicable law, and the remainder of this User Agreement will rerr6in in full force and
effect. If either party fails to insist upon or enforce strict performance by the other party of any provision of
the User Agreement, or to exercise any right under the User Agreement, such a failure will not be construed
as a waiver or relinquishment to any extent of such party's right to assert or rely upon my such provision or
right in that or any other instance. That is, all provisions and rights will remain in full force and effect.
El
sm
OCCUPANCY LOADS
OCCUPANCY LOAD CALCULATIONS
TABLE 1004. 1.1 - MAX FLOOR AREA ALLOWANCES PER
OCCUPANT
RETAIL
15 SQ. FT. GROSS USABLE AREA PER OCCUPANT
TOTAL GROSS AREA WAREHOUSE (1 ST FLOOR)
1015.2 S.F. = 1015.2 S.F. @ 15 SF/APP = 67 OCCUPANTS
BATHROOM
BATHROOM = 1 OCCUPANT
STORAGE
500 SQ. FT. GROSS USABLE AREA PER OCCUPANT
TOTAL GROSS AREA WAREHOUSE (1 ST FLOOR)
295.4 S.F. = 295.4 S.F. @ 500 SF/APP = 1 OCCUPANTS
TOTAL OCCUPANCY LOAD BASED ON SQ. FT. = 69
TOTAL OCCUPANCY LOAD BASED ON SEATING = 15
SCOPE OF WORK
1. NEW TENANT IMPROVEMENT FOR AN
EXISTING RETAIL SPACE.
2. NEW PARTITION WALL FOR STORAGE
SPACE.
3. NEW DISPLAY COUNTER AND LAYOUT.
4. NO CHANGE IN SQUARE FOOTAGE.
5. NO MECHANICAL, ELECTRICAL OR
PLUMBING WORK.
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n n
SANDRA PUERTA
AR 953$5
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PROPERTY INFORMATION ia:
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to
ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE F.B.C. 2010 EDITION WITH ALL AMENDMENTS, THE N.E.C., —
O -J CO
THE ZONING ORDINANCES IN THE CITY OF JURISDICTION AND ALL APPLICABLE CODES AND STANDARDS. F-- (D -0cU o��w
0 CV Q
W a) 114-
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LEGAL DESCRIPTION LAND USE CODE 0-0LO^
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BOYNTON TOWN CENTER PCD SMU-PAR 5 (LESS 1600 - SHOPPING CENTER CMMITY Z U E
3 c '� Q
PAR K/A RETENTION POND #2 IN OR22343P559 0 uu � °
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& PAR LYG W OF & ADJ TO IN OR24663P1289 U = "
MUNICIPALITY ZONING CODE = U "
BOYNTON BEACH -------- <(
PARCEL CONTROL NUMBER LOCATION ADDRESS
}bd q4;yob
08-43-45-20-29-019-0051 800 N CONGRESS AVE
SUBDIVISION CLASSIFICATION OF WORK m^;;=
I.,
BOYNTON TOWN CENTER PCD ALTERATION LEVEL 2�°k°'�'°°
PROJECT TEAM DRAWINGS ARE SIGNED AND
SEALED FOR STRUCTURE ONLY
BLDG. DEPT.
OWNERNGDEPARTMENT
u B I LD I PLAN REVISIONS:
- C1 -
1
OWNER OF RECORD
A
..CITY OF BOYNTON BE
ACH
100 E. Boynton Beach Blvd. P.O. Box 310
Boynton Beach, FL 33435-0310 0
Voice 1 561.742.6350 .A
errnit No. i.6i
ARCHITECTVIEWEDBY DATE
Stwct€ rai # I N
Electrical
SANDRA-PUERTA, AR 95385 PiUM. in
6476 Kirsten Way 1 I}✓iechanical
Lake Worth, FL 33467 P&Z
erste ._. U0 10
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Voice 1 561.712.8898iry o
Fax 561.712.8
SEPARA`117gi T a U 0 o,
1 561.712.8 895 Police
Email sandr I �" Y E
Processed >O
a@thearchitectgroup.com a� LA=
o.
o H N
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Ali worli invoiced on this permit shiall coriarm with elf I
cii�< of -Boynton Beach Building Codes � � � N
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�■ N
SHEET INDEX
CODE RESEARCH
COVER SHEET
ALL'WORK ORK TO BE PERFORMED IN ACCORDANCE WITH THE F.B.C.
GENERAL NOTES + SPECIFICATIONS
2010 EDITION WITH ALL AMENDMENTS, THE N.E.C., THE ZONING
CONSTRUCTION FLOOR PLAN AND
ORDINANCES IN THE CITY OF JURISDICTION AND ALL
EXISTING REFLECTED CEILING PLAN
:APPLICABLE CODES -AND STANDARDS ._
OCCUPANCY
RETAIL / MERCANTIL,E'
TYPE OF CONSTRUCTION
PROTECTED (SPRINKLERED)
FIRE WALLS
EXISTING ONE HOUR DEMISING WALLS
EGRESS WIDTH
2 EXIST REQUIRED, 2 EXITS PROVIDED PER TABLE 1005.1
„ _
69 OCCUPANTS x 0.2 - 13.8 REQUIRED
72" PROVIDED
MINIMUM CORRIDOR WIDTH
MIN. CORRIDOR WIDTH REQUIRED = 44"
MIN. CORRIDOR WIDTH PROVIDED = 44"
AREA CALCULATIONS
RETAIL SPACE
1015.2 S.F.
BATHROOM
55.3 S.F.
STORAGE
295.4 S.F.
TOTAL AREA f
1365.9 S.F.
• e •
m r�
n n
SANDRA PUERTA
AR 953$5
j3
Z Z
PROPERTY INFORMATION ia:
Z
co
to
ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE F.B.C. 2010 EDITION WITH ALL AMENDMENTS, THE N.E.C., —
O -J CO
THE ZONING ORDINANCES IN THE CITY OF JURISDICTION AND ALL APPLICABLE CODES AND STANDARDS. F-- (D -0cU o��w
0 CV Q
W a) 114-
��
LEGAL DESCRIPTION LAND USE CODE 0-0LO^
_ ..J .p to N
,A 0 '7 O
BOYNTON TOWN CENTER PCD SMU-PAR 5 (LESS 1600 - SHOPPING CENTER CMMITY Z U E
3 c '� Q
PAR K/A RETENTION POND #2 IN OR22343P559 0 uu � °
a) U ..
& PAR LYG W OF & ADJ TO IN OR24663P1289 U = "
MUNICIPALITY ZONING CODE = U "
BOYNTON BEACH -------- <(
PARCEL CONTROL NUMBER LOCATION ADDRESS
}bd q4;yob
08-43-45-20-29-019-0051 800 N CONGRESS AVE
SUBDIVISION CLASSIFICATION OF WORK m^;;=
I.,
BOYNTON TOWN CENTER PCD ALTERATION LEVEL 2�°k°'�'°°
PROJECT TEAM DRAWINGS ARE SIGNED AND
SEALED FOR STRUCTURE ONLY
BLDG. DEPT.
OWNERNGDEPARTMENT
u B I LD I PLAN REVISIONS:
- C1 -
1
OWNER OF RECORD
A
..CITY OF BOYNTON BE
ACH
100 E. Boynton Beach Blvd. P.O. Box 310
Boynton Beach, FL 33435-0310 0
Voice 1 561.742.6350 .A
errnit No. i.6i
ARCHITECTVIEWEDBY DATE
Stwct€ rai # I N
Electrical
SANDRA-PUERTA, AR 95385 PiUM. in
6476 Kirsten Way 1 I}✓iechanical
Lake Worth, FL 33467 P&Z
erste ._. U0 10
- - o
Voice 1 561.712.8898iry o
Fax 561.712.8
SEPARA`117gi T a U 0 o,
1 561.712.8 895 Police
Email sandr I �" Y E
Processed >O
a@thearchitectgroup.com a� LA=
o.
o H N
o i
Ali worli invoiced on this permit shiall coriarm with elf I
cii�< of -Boynton Beach Building Codes � � � N
} o
�■ N
SHEET INDEX
CVR
COVER SHEET
A-0
GENERAL NOTES + SPECIFICATIONS
A-1
CONSTRUCTION FLOOR PLAN AND
CONDITION AND NOTIFY ALL
EXISTING REFLECTED CEILING PLAN
z �—
Q U0U
LIFE SAFETY / EGRESS PLANS + NOTES
AND EXISTING ELECTRICAL PLANS
ALL WORK TO BE PERFORMED IN
ACCORDANCE WITH THE F.B.C. 2010
EDITION WITH ALL AMENDMENTS, THE
N.E.C., THE:, ZONING ORDINANCES IN
THE CITY OF JURISDICTION AND ALL
APPLICABLE CODES AND STANDARDS.
Architect: Project Manager.
S. Puerta
MANAGED BY: SP
DRAWN BY: PD
REVIEWED BY: SP
Cover and
Project
Information
DATE:
MARCH 20, 2014
SHEET:
CVR
OF 3
3
o
co
4.
n
NCO
CONTRACTOR TO VERIFY ANY
CONDITION AND NOTIFY ALL
z �—
Q U0U
` o
RESPONSIBLE PARTIES IF THERE
O Z
ARE ANY DISCREPANCIES. THE
z °-
ARCHITECT ASSUMES NO
RESPONSIBILITY.
ALL WORK TO BE PERFORMED IN
ACCORDANCE WITH THE F.B.C. 2010
EDITION WITH ALL AMENDMENTS, THE
N.E.C., THE:, ZONING ORDINANCES IN
THE CITY OF JURISDICTION AND ALL
APPLICABLE CODES AND STANDARDS.
Architect: Project Manager.
S. Puerta
MANAGED BY: SP
DRAWN BY: PD
REVIEWED BY: SP
Cover and
Project
Information
DATE:
MARCH 20, 2014
SHEET:
CVR
OF 3
A New Tenant Improvement For:
e = Ci 9 rettes Facility
800 N Congress Ave # 120, Boynton Beach, FL, 33426
TERMS OF USE & LICENSE AGREEMENT
Building Codes And Zoning Requirements
At the time of creation, these plans were designed to meet the requirements of a nationally recognized
model building code in effect where these plans were produced. Because of the great differences in
geography and climate throughout the United States each state, county and municipality has its own
building codes, zone requirements, ordinances and building regulations. These plans may need to be
modified and additional drawings and details may need to be added to comply with your local conditions,
requirements, and a wide range of other matters.All of our plans can be adapted to the local building codes
and requirements. It is the responsibility of the purchaser and/or builder of each plan to see that the structure
is built in strict compliance with the governing municipal codes (city, county, state and federal). In addition
to the building plans that you order, you will also need a site plan that shows where the house is going to be
located on the lot. There are some areas of the country that have very strict engineering codes. If you are
building in this type of area, it is possible that you will need to hire a local engineer to analyze the house and
provide additional drawings and calculations that may be required by your building department.
Notice Duty Of Cooperation
Our firm assumes no liability for any home constructed from these plans. Only qualified Designers, Architects,
Contractors or Structural Engineers should attempt to modify any portion of these plans. It is the sole
responsibility of the purchaser to obtain any and all structural analysis, engineering and specifications that
are required where the structure is to be built. Written dimensions on these drawings should have
precedence over scaled dimensions; the contractor shall verify and be responsible for all dimensions and
conditions on the job.
Architectural And Engineering Seals
Some cities and states are now requiring that a licensed architect or engineer review and "seal" these plans,
or officially approve them prior to construction. In addition, you may need to obtain permits or inspections
from your local governments before and in the course of construction. Prior to using these plans, we strongly
advise that you consult a licensed architect or engineer, as well as consult with your local building official
before applying for any permit or before starting any construction related to these plans. We authorize the
use of these plans on the express condition that you strictly comply with all local building codes, zoning
requirements and other applicable laws, regulations, ordinances and requirements.
License Agreement
By the purchase of our plans, customers are granted a limited license to use the plans for the construction of
only one home. It is strictly prohibited to reproduce, sell, modify, trace, redraw or reuse the plans or designs
without the written permission from the copyright owner. This limited license also applies to all other
re roducible media All orders once placed are final No refunds or exchanges will be granted.
Terms And Conditions
ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE F.B.C.
It is not permitted to copy any part of our original designs or reproduce them in any way or by any means,
ORDINANCES IN THE CITY OF JURISDICTION AND ALL
unless you have purchased reproducible plans, which clearly indicate your right to copy or duplicate these
(OCCUPANCY
plans. We do not authorize them to be sold to another person or third party. We only authorize the use of
your chosen design as an aid in the construction of one single-family home. You may not use this design or
SATELLITE AERIAL
these plans to build a second or multiple dwellings without purchasing another set of plans or paying
FIRE WALLS
additional design fees.
EGRESS WIDTH
Terms And Conditions - Ownership and Use of Documents
35 OCCUPANTS x 0.2" = 7" REQUIRED
The Architect shall have the right to include representations of the Design of Project, including, but not limited
MINIMUM CORRIDOR WIDTH
to, photographs, plans, drawings, artistic renderings, digital images, and/or videotape, and/or such other
MIN. CORRIDOR WIDTH PROVIDED = 44"
similar demonstrative images of the exterior and interior of the subject project, among the Architect's
AREA CALCULATIONS
promotional, marketing, advertising, and/or professional materials (collectively, "marketing materials"). The
1015.2 S.F.
Architect's marketing materials shall not include any image and/or description of the Client's confidential or
55.3 S.F.
proprietary information and/or property_
295.4 S.F.
The Architect shall be permitted to post an appropriate job site sign, which sign may include the Architect's
1365.9 S.F.
name, business address, business telephone number, and/or such other similar business related information,
W
oc
within the boundary of the subject property, beginning with the issuance of the permit through the,
commencement date of issuance of a certificate of occupancy.
�-�o
Copyright Laws - Infringement Penalty
These designs and plans are protected under the terms of United States Copyright Law and may not be
O
copied or reproduced in any way by any means. All floor plans, renderings and other media advertised are
ii C
the exclusive property of Sandra Puerta Architecture, P.A. Any willful infringement to Copyright Laws by any
♦=
#•
individual may be subject to severe penalties, actual damages, profit made, and attorneys fees of the owner
"'
of the copyright.`
10 J
1
General Disclaimer
Our architects have taken substantial care and effort to create these plans. However, because the
r
architects cannot provide on-site consultation, supervision and control over actual construction, andk
T
because of the great variances in local building requirements, building practices and soil, seismic, weather
and other conditions, we cannot assume any responsibility or liability or make any warranty, express or
implied, with respect to the content or use of these plans.
4
Disclaimer Of Warranties
v
You agree that use of the site is at your sole risk. The site is provided on an "as is" and "as available" basis.
Sandra Puerta Architecture, P.A., its affiliates, officers, employees, agents and licensors cannot and do not
imply or warrant the accuracy, completeness, currentness, non -infringement, merchantability, or fitness for a
CL
particular purpose of the information or applications available through the service.
You further agree that you will use any data or information obtained through this site at your own discretion
and risk. You will be solely responsible for any damage to your computer system or loss of data that results
from the download of such material or data.
Sandra Puerta Architecture, P.A., its affiliates, officers, employees, agents and licensors make no warranty
regarding any goods or services referred to, advertised on, or obtained through our sites, other than those
IL
specifically expressed by Sandra Puerta Architecture, P.A.,
Limitation Of Liability
d P -.4 A k;* --f P A or its affiliates officers employees agents or
ra
Under no circumstances shall San u a I,-ec ure,
licensors be liable to you or anyone else for any damages arising out of use of the services, including, without
limitation, liability for consequential, special, incidental, indirect, or similar damages. You also agree that the
liability of Sandra Puerta Architecture, P.A., its affiliates, officers, employees, agents and licensors, if any,
arising out of any kind of legal claim in any way connected to the service shall not exceed the amount you
paid for the service. Because some states do not allow the exclusion or limitation of certain categories of
damages, the above limitation may not apply to you. In such states, the liability of Sandra Puerta
Architecture, P.A., its affiliates, officers, employees, agents and licensors is limited to the fullest extent
permitted by such state law.
Applicable Law
This site is created and controlled by Sandra Puerta Architecture, P.A., in the State of Florida. As such, the laws
of the State of Florida will govern these disclaimers, terms and conditions, without giving effect to any
principles of conflicts of laws. Sandra Puerta Architecture, P.A. reserves the right to make changes to its site
and these disclaimers, terms and conditions at any time. You hereby irrevocably and unconditionally consent
to submit to the exclusive jurisdiction of the courts of the State of Florida, and of the United States of America
located in Broward County, Florida for any disputes arising out of or relating to use of or purchase made
through Sandra Puerta Architecture, P.A., and agree not to commence any litigation relating thereto except
in such courts, waive any objection to the laying of venue of any such litigation in the in Broward County,
Florida courts and agree not to plead or claim in any court that such litigation brought therein has been
brought in an inconvenient forum.
Dispute Resolution
In the unlikely event that any controversy or claim arising out of or relating to this User Agreement or our
services shall be settled by binding arbitration in accordance with the commercial arbitration rules of the
American Arbitration Association. Any such controversy or claim shall be arbitrated on an individual basis and
shall not be consolidated in any arbitration with any claim or controversy of any other party. The arbitration
shall be conducted in Broward County, Florida, and judgment on the arbitration award may be entered into
any court having jurisdiction thereof. Either you or we may seek any interim or preliminary relief from a court
of competent jurisdiction in Broward County, Florida, necessary to protect the rights or property of you or us
pending the completion of arbitration.
Miscellaneous
In the event that any provision of the User Agreement conflicts with the law under which the User Agreement
is to be construed or if any provision is held invalid by a court with jurisdiction over the parties to the User
Agreement, such provision will be restated to reflect as nearly as possible the original intentions of the parties
in accordance with applicable law, and the remainder of this User Agreement will remain in full force and
effect. If either party fails to insist upon or enforce strict performance by the other party of any provision of
the User Agreement, or to exercise any right under the User Agreement, such a failure will not be construed
as a waiver or relinquishment to any extent of such party's right to assert or rely upon any such provision or
right in that or any other instance. That is, all provisions and rights will remain in full force and effect.
ffa ane
EN
8
k
OCCUPANCY LOADS
OCCUPANCY LOAD CALCULATIONS
TABLE 1004. 1.1 - MAX FLOOR AREA ALLOWANCES PER
OCCUPANT
MERCANTILE / RETAIL
30 SQ., FT. GROSS USABLE AREA PER OCCUPANT
TOTAL GROSS AREA RETAIL (1 ST FLOOR)
1015.2 S.F. = 1015.2 S.F. @ 30 SF/APP = 33 OCCUPANTS
BATHROOM
BATHROOM = 1 OCCUPANT
STORAGE
300 SQ. FT. GROSS USABLE AREA PER OCCUPANT
TOTAL GROSS AREA STORAGE (1 ST FLOOR)
295.4 S.F. = 295.4 S.F. @ 300 SF/APP = 1 OCCUPANTS
TOTAL OCCUPANCY LOAD BASED ON SQ. FT. = 35
TOTAL OCCUPANCY LOAD BASED ON SEATING = 15
SCOPE OF WORK
1. NEW TENANT IMPROVEMENT FOR AN
EXISTING RETAIL SPACE.
2. NEW PARTITION WALL FOR STORAGE
SPACE.
3. NEW DISPLAY COUNTER AND LAYOUT.
4. NO CHANGE IN SQUARE FOOTAGE.
5. NO MECHANICAL, ELECTRICAL OR
PLUMBING WORK.
CODE RESEARCH
ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE F.B.C.
2010 EDITION WITH ALL AMENDMENTS, THE N.E.C., THE ZONING
ORDINANCES IN THE CITY OF JURISDICTION AND ALL
APPLICABLE CEDES AND STANDARDS.
(OCCUPANCY
RETAIL /MERCANTILE
TYPE OF CONSTRUCTION
PROTECTED (SPRINKLERED) 1
III B
FIRE WALLS
EXISTING ONE HOUR DEMISING WALLS
EGRESS WIDTH
2 EXIST REQUIRED, 2 EXITS PROVIDED PER TABLE 1005.1
35 OCCUPANTS x 0.2" = 7" REQUIRED
72" PROVIDED
MINIMUM CORRIDOR WIDTH
MIN. CORRIDOR WIDTH REQUIRED = 44"
MIN. CORRIDOR WIDTH PROVIDED = 44"
1
AREA CALCULATIONS
RETAIL SPACE
1015.2 S.F.
BATHROOM
55.3 S.F.
STORAGE
295.4 S.F.
TOTAL AREA
1365.9 S.F.
nt
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PROPERTY INFORMATION
ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE F.B.C. 2010 EDITION WITH ALL AMENDMENTS, THE N.E.C.,
THE ZONING ORDINANCES IN THE CITY OF JURISDICTION AND ALL APPLICABLE CODES AND STANDARDS.
LEGAL DESCRIPTION
LAND USE CODE
BOYNTON TOWN CENTER PCD SMU-PAR 5 (LESS
1600 - SHOPPING CENTER CMMITY
PAR K/A RETENTION POND #2 IN OR22343P559
EXISTING REFLECTED CEILING PLAN
& PAR LYG W OF & ADJ TO IN OR24663P1289
LIFE SAFETY / EGRESS PLANS + NOTES
MUNICIPALITY
ZONING CODE
BOYNTON BEACH
--------
PARCEL CONTROL NUMBER
LOCATION ADDRESS
08-43-45-20-29-019-0051
800 N CONGRESS AVE
SUBDIVISION '
CLASSIFICATION OF WORK
BOYNTON TOWN CENTER PCD
ALTERATION LEVEL 2
PROJECT TEAM
OWNER BUILDING DEPARTMENT
OWNER OF RECORD CITY OF BOYNTON BEACH
100 E. Boynton Beach Blvd. P.O. Box 310
Boynton Beach, FL 33435-0310
Voice 1 561.742.6350
ARCHITECT
SANDRA PUERTA, AR 95385
6476 Kirsten Way
Lake Worth, FL 33467
Voice 1 561.712.8898
Fax 1 561.712.8895
Email I sandra@thearchitectgroup.com
SHEET INDEX
CVR
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GENERAL NOTES + SPECIFICATIONS
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A-2
MAIN BUILDING PLAN
CONTRACTOR TO VERIFY ANY
CONDITION AND NOTIFY ALL
RESPONSIBLE PARTIES IF THERE
ARE ANY DISCREPANCIES. THE
ARCHITECT ASSUMES NO
RESPONSIBILITY.
ALL WORK TO BE PERFORMED IN
ACCORDANCE WITH THE F.B.C. 2010
EDITION WITH ALL AMENDMENTS, THE
N.E.C., THE ZONING ORDINANCES IN
THE CITY OF JURISDICTION AND ALL
APPLICABLE CODES AND STANDARDS.
n n
SANDRA PUERTA
AR 95385
DRAWINGS ARE SIGNED AND
SEALED FOR STRUCTURE ONLY
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MANAGED BY: SP
DRAWN BY: PD
REVIEWED BY: SP
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SHEET:
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TYPICAL GENERAL NOTES
SOME ITEMS DO NOT APPLY IF NOT PARI OF THE SCOPE OF WORK
GENERAL NOTES
STRUCTURAL NOTES
CONCRETE SLABS ON GRADE:
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON
CONCRETE THIS BUILDING DESIGNED PER: 2705.2(a) - ACI -530-2/ ASCE 5-92/ TMS 402-92 2705.2(b) - ACI -530.1-92/ ASCE 6-92/ TMS 602-92
ALL INTERIOR AND EXTERIOR SLABS AND WALKWAYS AS SHOWN ON THE STRUCTURAL OR ARCHITECTURAL PLANS, SHALL BE FOUR INCHES
THIS PROJECT. IN THE EVENT OF A CONFLICT BETWEEN PERTINENT CODES AND REGULATIONS AND REFERENCED STANDARDS OF THESE
/ASCE-?
THICK MINIMUM REINFORCED WITH 6 X 6 - W1 A X WI A WELDED WIRE FABRIC (UNLESS OTHERWISE NOTED).
SPECIFICATIONS, THE MORE STRINGENT PROVISIONS SHALL GOVERN. WORK SHALL INCLUDE ALL ITEMS (BUILDING AND SITE) INDICATED ON
THE FOUNDATION SHOWN HAS BEEN DESIGNED BY RATIONAL ANALYSIS BY THE ENGINEER OF RECORD SOIL BEARING CAPACITY: 2500 PSF,
ALL SLABS ON GRADE TO BE CONSTRUCTED IN ACCORDANCE WITH LATEST A.C.1- "GUIDE FOR CONCRETE FLOOR AND SLAB
THESE DRAWINGS UNLESS OTHERWISE NOTED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT
IF INFERIOR SOIL IS ENCOUNTERED OR IF 2500 PSF CANNOT BE OBTAINED BY PROPER FILLING AND COMPACTION, CONTACT ARCHITECT.
CONSTRUCTION" (A.C.I. - 302.1 R).
SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PIANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED; WRITTEN
VERIFICATION OF THE TEST FOR MODIFIED PROCTOR ASTM D 1557 SHALL BE FILED WITH THE GOVERNING BUILDING DEPARTMENT. BACKFILL
JOINTS SHALL BE PROVIDED IN ALL INTERIOR SLABS ON GRADE AT COLUMN CENTER -LINES DIVIDING THE SLAB INTO SQUARE PANELS NOT
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR
SHALL CONSIST OF NON -EXPANSIVE, FREE DRAINING, PREDOMINANTLY GRANULAR MATERIAL, FREE OF DEBRIS AND ORGANIC MATERIAL.
TO EXCEED 20 X 20 FT. IN SIZE. CAST SLAB IN LONG ALTERNATE STRIPS. PROVIDE A CONTRACTION JOINT BETWEEN EACH STRIP. SEE PLAN
GENERAL REVIEW AND DESIGN COMPUANCE CONTRACTOR SHALL MAINTAIN TEMPORARY ELECTRICAL, WATER AND SANITARY FACILITIES
SLABS 2500 PSI FOUNDATIONS 2500 PSI COLUMNS & BEAMS 3000 PSI CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 5'
FOR SAW -CUT, CONTRACTION AND ISOLATION JOINT DETAILS.
FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM THE JOB SITE AND LEAVE THE
MINIMUM CONCRETE COVER FOR POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS:
PROVIDE SAW -CUT JOINTS AT ALL SIDEWALKS AT A MAXIMUM SPACING OF FIVE FEET ON CENTERS AND ISOLATION JOINTS AT 20 FEET O.C.
BUILDING BROOM CLEAN. THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE SITE PRIOR TO CONSTRUCTION AND SHALL VERIFY ALL
SLAB ON GRADE 1"
(U.O.N.).
HELD CONDITIONS PRIOR TO ACTUAL CONSTRUCTION. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS DISCOVERED AT THIS
FOUNDATIONS / FOOTINGS
FILL MATERIAL SHALL BE PLACED IN LIFTS NOT EXCEEDING 17' AND COMPACTED TO 95 % MODIFIED PROCTOR (ASTM D-1557) WITHIN A
TIME SHALL BE REPORTED BY THE CONTRACTOR IMMEDIATELY TO THE ARCHITECT. ALL WORKMANSHIP SHALL BE NEAT, CLEAN, TRUE AND
BOTTOM 3"
DISTANCE OF 3 FEET BEYOND ALL FOOTING EDGES. TAKE AT LEAST ONE DENSITY TEST FOR EACH 1,600 SQ.FT. OF AREA AND 12" BELOW
CORRECT. OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE MISDESCRIPTION OF DETAILS OF WORK, WHICH ARE MANIFESTLY
SIDES 7'
SURFACE. SEND RESULTS OF THE TEST TO OWNER, ARCHITECT AND ENGINEER. CONCRETE AND REINFORCING:
NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PREFORMED, SHALL NOT
SUSPENDED SLABS: 1"
ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING TO THE LATEST A.S.T.M. A-615 GRADE 60, FABRICATED IN ACCORDANCE WITH
RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MISDESCRIBED DETAILS OF WORK, BUT THEY SHALL BE PERFORMED AS IF
COLUMNS & BEAMS 1 1/7' TO THE TIES
C.R.SJ. MANUAL OF STANDARD PRACTICE AND PLACED IN ACCORDANCE WITH A.C.I.315 AND C.R.S.I. MANUAL OF STANDARD
FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
MAXIMUM AGGREGATE SIZE SHALL BE 314". ALL AGGREGATE SHALL CONFORM TO ASTM C-33. HOLLOW CONCRETE MASONRY UNITS
PRACTICE
SHALL CONFORM TO ASTM C-90-667 SPECIFICATIONS. MORTAR USED TO BOND C.M.U. SHALL CONFORM TO ASTM C-476, TYPE "m" WITH A
COLUMN REINFORCEMENT: DOWELS TO BE SAME SIZE AND NUMBER AS VERTICAL REBARS ABOVE. LAP 36 BAR DIAMETER OR MINIMUM
THE CONTRACTOR SHALL GUARANTEE IN WRITING, IN A FORM ACCEPTABLE TO THE OWNER, ALL LABOR AND MATERIALS INSTALLED BY HIM
28 DAY STRENGTH OF 2500 PSI. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING. VERTICAL
OF 18 INCHES, U.O.N. PROVIDE RIGID TEMPLETS FOR DOWEL LOCATION. PROVIDE STANDARD HOOKS AT TOP OF ALL VERTICAL
FOR A PERIOD OF NOT LESS THAN ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE
CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED
REINFORCEMENT AT NONCONTINUOUS COLUMNS (U.O.N.).
REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL
CONTINUOUS CELL. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM SPECS A-615. REINFORCING STEEL SHALL BE FRES: FROM
ALL DOWELS FOR COLUMNS SHALL BE SECURED IN POSITION PRIOR TO CONCRETING. PUSHING THE DOWELS INTO POSITION IN WET
PHASES OF THE WORK ARE COMPLETE AND THE SPACE CAN BE USED FOR WHAT IS INTENDED, EXCLUDING PUNCH LIST ITEMS.
OIL, LOOSE SCALE, AND RUST. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND DRAINS SHALL BE IN PLACE
CONCRETE IS NOT PERMITTED.
CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF THE GROUTED CELLS AT EACH LIFT. CLEAN OUTS SHALL BE SEALED AFTER
BEFORE CONCRETING. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL AND/OR MECHANICAL
BEAM REINFORCEMENT. LAPPED 36 BAR DIAMETER OR MINIMUM 18 INCHES (SEE BEAM DIAGRAM ON PLAN). BOTTOM BARS SPLICED
SOIL SHALL BE TREATED FOR TERMITES FOR A MIN. DISTANCE OF FOUR (4) FEET BEYOND THE PERIMETER OF ALL FOOTINGS AND/OR SLAB
DRAWINGS.
ONLY AT SUPPORTS, TOP BARS SPLICED ONLY AT MID -SPAN. ALL TOP BARS HOOKED AT NONCONTINUOUS EDGES (U.O.N.). ALL HOOKS
SHUTTERED FOR EMERGENCY EXIT DURING HURRICANE EMERGENCY CONDITIONS. DOOR TO HAVE A MIN. CLEAR OPENING OF 27, AND
MINIMUM CONCRETE PROTEC11ON FOR REINFORCING BARS:
TO BE STANDARD 90 DEGREE HOOKS AS REQUIRED (U.O.N.).
Q
LAP REINFORCING STEEL 30 BAR DIAMETERS MINIMUM, WHEN SPLICED AND SHALL BE SEPARATED BY ONE BAR DIAMETER OR WIRED
ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS BENT 36 INCHES MINIMUM EACH WAY AT'T ° AND'T' CORNERS IN OUTER
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATIONS FOR MASONRY
TOGETHER. SLAB SHALL BE A MINIMUM 4' THICK AND SHALL BE REINFORCED WITH 6" X 6" X 1.4/1 A WELDED WIRE MESH, CENTERED IN
FACES OF ALL BEAMS TO MATCH ALL HORIZONTAL BAR (TOP, BOTTOM AND INTERMEDIATE REBARS). 10. SEE STRUCTURAL PLANS FOR MIN.
BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORT WITH TOP BARS FROM ADJACENT BEAM. ALL TIE BEAM REINFORCING
CONCRETE DOUBLED 30' AT THE PERIMETER. SCRAPE SLAB AREA CLEAR OF ALL ORGANIC MATERIAL AND FILL WITH CLEAN SAND TO THE
SIZE CONCRETE TIE BEAM REQUIREMENTS.
ELEVATION OF THE BOTTOM OF THE SLAB. SURFACE MATERIAL CAN BE USED AS SITE FILL.
CONTRACTOR". THE SUPERVISOR OF THE MASONRY PORTION OF THIS PROJECT SHALL BE A "CERTIFIED STRUCTURAL MASONRY
DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM TRACKS POSITION AND SHALL
COMPLY WITH THE AA.MAA STANDARDS FOR FORCED ENTRY RESISTANCE AA.MA.1303-3. SLIDING GLASS DOORS SHALL HAVE DEAD
BOLT OR PIN SYSTEM NOT REMOVABLE FROM THE OUTSIDE AT THE JAMB AND SILL. INTERIOR DOORS TO HAVE CYLINDRICAL TYPE LOCK
SETS WITH PRIVACY LOCK BY INSIDE PUSH BUTTON WHICH AUTOMATICALLY OPENS BY TURN OR CLOSING ACCORDING TO FED. SPEC.
#160 AND 1511. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH CONCRETE
HARDENED BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. OF 5/9. FOLLOW THE STANDARDS OF ACI -316, ACI -301 AND ACI -347.
POST PERMANENT SIGN WITH 112" LETTERS ON THE INSIDE FACE OF ANY ONE DOOR TO OUTSIDE'DO NOT OPERATE
ENGINES WITH DOORS CLOSED, CARBON MONOXIDE EMISSION:'
NON-BEARING INTERIOR PARTITIONS
ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/13' METAL STUDS 26 GA AT24" C/C MAXIMUM SPACING WITH 1/7' MINIMUM
GYPSUM DRYWALL EACH SIDE.
BATHROOMS
BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS TILE FINISH, SELECTED BY OWNER
MIRRORS / GLAZING
MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. TEMP GLAZING SHALL BE PROVIDED IN TUB & SHOWER WINDOWS &
MIRRORS WHERE LESS THAN 60" A.F.F. ALL GLASS WITHIN 24" OF ANY DOOR, FIXED GLASS, SLIDING GLASS DOORS OR LOCATED WITHIN 60"
OF FLOOR AND ALL GLAZING AT TUB AND SHOWER ENCLOSURES, WHIRLPOOLS, SPAS, SAUNAS AND STEAM ROOMS SHALL BE
TEMPERED SAFETY GLASS.
NOTE REMOVED
NOT APPLICABLE
ml
CONCRETE IS TO BEA MIX DESIGNED IN ACCORDANCE WITH ASTM C-94.72 TO ACHIEVE A STRENGTH IN 28 DAYS AS STATED BELOW, WITH
A PLASTIC AND WORKABLE MIX. A CERTIFICATE OF MANUFACTURER'S MIX AND STRENGTH IS TO BE PROVIDED. NO WATER IS TO BE ADDED
AFTER THE TRUCK LEAVES THE PLANT, WITHOUT APPROVAL OF THE ENGINEER OR PLANT ENGINEER. PLANT CONTROL SHALL BE REQUIRED.
MAXIMUM MIX TIME AT POINT OF DEPOSIT IS 90 MINUTES. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS, UNLESS
OTHERWISE NOTED (LION).
SLAB ON COMPACTED FILL = 3000 PSI
STRUCTURAL SLABS = 4000 PSI
FOUNDATIONS = 3000 PSI
COLUMNS AND BEAMS = 4000 PSI (U.O.N.)
BEAMS = 4000 PSI (U.O.N.)
CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 6'
MAXIMUM AGGREGATE SIZE SHALL BE 3/4 . ALL AGGREGATE SHALL CONFORM TO ASTM -33.
MAXIMUM WATER CONTENT SHALL BE 33 GALLONS PER CUBIC YARD OF CONCRETE. C,
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS = 3' BEAMS =1 '/2" SUSPENDED SLABS =1"
SLAB SHALL BE A MIN IMUM OF 4" THICK AND SHALL BE REINFORCED WITH 6"W xr.411.4 W.W.M. CENTERED IN CONCRETE AND DOUBLED
AT PERIMETER. REINFORCEMENT SHALL COMPLY WITH ASTM A615 AND ASTM Al 85 FOR WELDED WIRE FABRIC.
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% OF THE T-180 MODIFIED
PROCTOR TEST. THE AREA OF THE BOTTOM OF THE FOOTINGS SHALL BE COMPACTED PRIOR TO THE PLACEMENT OF STELL WITH A
VIBRATORY COMPACTOR TO INSURE UNIFORM DENSITY BENEATH THE FOOTING. DENSITY TESTS SHALL BE TAKEN IN FOOTING AREAS.
SLAB SHALL BE PLACED OVER ONE LAYER OF 6 MIL VISQUEEN VAPOR BARRIER.
ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM.
R13NFORCEMENT CLEARANCE
CLEARANCE OF REINFORCING STEEL FROM FACE OF CONCRETE TO THE OUTERMOST BAR SHALL BE AS FOLLOWS, WHEREVER PRACTICAL,
UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS.
FORMED CONCRETE IN CONTACT WITH GROUND 7'
BEAMS AND COLUMNS
SLABS 1"
FOOTINGS 2" FROM TOP, 3BOTTOM/SIDES
TIE COLUMNS 1 1 /2" TO TIES
POLYETHYLENE SHEET
POLYETHYLENE SHEET SHALL BE PLACED CONTINUOUSLY UNDER CONCRETE SLABS ON GROUND AND SHALL BE A MINIMUM OF 6 MIL.
THICK. ALL JOINTS SHALL BE LAPPED MINIMUM 17' AND CONTINUOUSLY TAPED WITH A MINIMUM OF 2" WIDE VINYL TAPE. POLYETHYLENE
SHEET SHALL EXTEND AT LEAST ONE INCH ONTO STEM WALL WHERE PIPES, CONDUITS, STAKES, REINFORCING BARS OR OTHER OBJECT PA
THGROUGH THE MEMBRANE, THE MEMBRANE SHALL BE FITTED WITHIN 7' AND SEALED WITH TAPE.
SOIL SHALL BE TREATED FOR TERMITES FOR A DISTANCE OF FOUR FEET BEYOND THE PERIMETER OF ALL FOOTINGS AND/OR SLAB EDGES. ,
NOTE REMOVED
NOT APPLICABLE
NOTE REMOVED
NOT APPLICABLE
NOTE REMOVED
NOT APPLICABLE
PLYWOOD ROOF DIAPHRAGM:
ROOF DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF "A.P.A. DESIGN/CONSTRUCTION GUIDE - DIAPHRAGMS".
PLYWOOD ROOF DECKING SHALL BE 19/37' MINIMUM THICKNESS, "CDX" TYPE AND SHALL BE CONTINUOUS OVER TWO OR MORE SPANS,
WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. CONNECT PLYWOOD DIAPHRAGM TO STRUCTURE WITH 10d GALV. NAILS, SPACED
AT 6" O.C. MAX. AT SUPPORTED EDGES AND AT 6" O.C. ALONG THE INTERMEDIATE SUPPORTS.
GABLE ENDS NAIL SPACING SHALL BE 4" ON CENTERS MAXIMUM. STRUCTURAL WOOD:
TO CONFORM TO RULES OF THE MANUFACTURER'S ASSOCIATION UNDER WHOSE RULES THE LUMBER IS PRODUCED. (SEE SUPPLIER'S
SPECIFICATIONS).
TO BE AIR DRIED, WELL SEASONED AND GRADE MARKED AT MILL.
TO BE NO.2 SOUTHERN PINE, UTILITY GRADE DOUGLAS FIR OR WEST COAST HEMLOCK.
ALL STRUCTURAL WOOD TO BE SURFACED FOUR (4) SIDES (S -4-S) WITH A MINIMUM FIBER STRESS IN BENDING OF 1,200 P.S.I. AND A
MAXIMUM MOISTURE CONTENT OF 19 PERCENT.
ALL LUMBER AND PLYWOOD IN CONTACT WITH CONCRETE, STUCCO, MASONRY OR OTHER CEMENTTQOUS MATERIALS SHALL BE TREATED
TO COMPLY WITH AWPA STANDARD LP -2.
STORE ALL LUMBER ABOVE GRADE OR FLOOR. STACK TO ALLOW PROPER AIR CIRCULATION AND PROTECT FROM WETTING WITH SUITABLE
COVER.
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y
NOTE REMOVED
NOT APPLICABLE
NOTE REMOVED
NOT APPLICABLE
LANDSCAPING NOTES
NO MORE THAN 507. OF REQUIRED TREES CAN BE SAME SPECIES.
ALL TREES SHALL BE PROPERLY GUYED AND STAKED AT TIME OF PLANTING.
SOD TO BE ST. AUGUSTINE "FLORITAM" FREE OF ALL PESTS OR DISEASE. IT SHALL BE LAID EVEN WITHOUT GAPS.
GROUND COVER AND SHRUBS TO BE LAID OUT IN A UNIFORM AND CONSISTENT PATTERN.
ALL PLANT MATERIAL SHALL HAVE AN APPLICATION OF SLOW- RELEASE FERTILIZER (AGRI- FORM OR SIMILAR) AT TIME OF INSTALLATION.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES TO AVOID DAMAGE.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANTS AND MATERIALS NECESSARY TO ACHIEVE A FULL AND COMPLETED APPEARANCE
IN ALL PLANTING BEDS.
THE MINIMUM TOPSOIL DEPTH SHALL BE 6 INCHES FOR GROUND COVER AREAS, 41NCHES FOR SEEDED GRASS AREAS, AND 2 INCHES FOR
SODDED AREAS.
ALL LANDSCAPING MATERIALS TO BE FLORIDA NO.1 GRADE OR BETTER.
ALL EXTERIOR LIGHT SOURCES MUST BE RECESSED WITHIN THE STRUCTURE OR FIXTURE IN WHICH IS LOCATED.
ALL MECHANICAL EQUIPMENT TO BE SCREENED ON THREE (3) SIDES AS SHOWN WITH SHRUBS SIX (6) INCHES ABOVE THE ITEM TO BE
SCREENED.
GRASS OR SOD SHALL BE PROVIDE IN ALL OPEN AREAS. INCLUDING SWALE AREA AS SHOWN ON PLANS.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE PROPER WATERING AND SAFEGUARD AGAINST DAMAGE OF ANY KIND
DURING THE INSTALLATION UNTIL FINAL APPROVAL OF WORK.
ALL TREE SPECIES SHALL BE A MINIMUM OVERALL HEIGHT OF 10 FEET WITH A MINIMUM CANOPY SPREAD OF 4 FEET AND MINIMUM TRUNK
DIAMETER AT BREAST HEIGHT OF 2" AND A MINIMUM OF 4 FEET CLEAR WOOD IMMEDIATELY AFTER PLANTING.
HEDGES SHALL BE MINIMUM 2 FEET IN HEIGHT (FULL TO BASE) PLANTED 2 FEET ON CENTER.
ALL TREES AND SHRUBS SHALL BE PLANTED WITH A MINIMUM OF 6 INCHES OF TOPSOIL AROUND AND BENEATH ROOT BALL
A MINIMUM OF 2 INCHES CYPRESS MULCH (OR APPROVED EQUAL) OR GROUND COVER SHALL BE INSTALLED AT BASE OF EACH TREE AND
THROUGHOUT HEDGE AND SHRUB PLANTING.
SPRINKLERS (IF SPECIFIED)
ALL LANDSCAPE AREAS SHALL BE IRRIGATED BY A FULLY AUTOMATIC SPRINKLER SYSTEM ADJUSTED TO PROVIDE 100 % COVERAGE OF ALL
LANDSCAPE AREAS. ALL HEADS SHALL BE OVERLAP AS PER MANUFACTURERS SPECIFICATIONS AND PERFORMANCE ADJUSTED TO 50
STANDARDS. EACH SYSTEM SHALL BE INSTALLED WITH A RAIN SENSOR.
OWNER SHALL APPROVE ALL MATERIAL AND FINISH SAMPLES ALONG WITH ALL EQUIPMENT SPECIFICATIONS PRIOR TO ORDERING AND
INSTALLATION. PROVIDE THRERSHOLD AND WEATHERSTRIPPING AT ALL EXTERIOR DOORS.
r0
NOTE REMOVED
NOT APPLICABLE
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SANDRA PUERTA
AR 953&5
C1
BUILDING IDENTIFICATION
APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY
Z
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VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
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THE ENTIRE AREA PLUS AN ADDITIONAL THREE FOOT AT PERIMETER, SHALL BE THOROUGHLY COMPACTED BY AT LEAST TEN OVERLAPPING
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PASSES IN PERPENDICULAR DIREC11ONS OF A VIBRATORY COMPACTOR TO ACHIEVE A MINIMUM OF 957o OF MAXIMUM DENSITY AS
a)
COLUMNS
DETERMINED IN ACCORDANCE WITH AASHTO-180C OR ASTM -01557. IF FOOTINGS ARE EXCAVATED AFTER THE BUILDING AREA
MASONRY
ALL WOOD AND/OR STEEL COLUMNS SHALL BE 1 HOUR FIRE RATED TOP OF ISOLATED EXTERIOR AND PERIMETER COLUMN FOOTING PADS
COMPACTION, THEN ALL FOOTING BEARING LEVELS SHALL ALSO BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY USING A
HAND OPERATED VIBRATORY COMPACTOR. EXISTING STRUCTURE SHALL BE CONTINUOUSLY MONITORED DURING SOIL COMPACTION. SIN
ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH
=
SHALL MATCH THE BOTTOM OF MONOLITHIC WALL FOOTING ELEVATIONS (MINIMUM 1'-4' BELOW TOP OF SLAB ELEVATION, ORAS
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% OF THE T-180
ASTM CAO `STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS' , GRADE N, f m =1500 PSI. BLOCK
0
DETAILED ON THE PLANS.
MODIFIED PROCTOR, IN LIFTS NOT TO EXCEED I(r EACH. THE AREA OF THE BOTTOM OF THE FOOTINGS SHALL BE COMPACTED, PRIOR TO
SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
3 E a
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PLACEMENT OF STEEL, WITH A VIBRATORY COMPACTOR TO INSURE UNIFORM DENSITY BENEATH THE FOOTING. DENSITY TESTS SHALL BE
PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS IS TO COMPLY WITH ASTM C-476 AND SHALL
V
_
TAKEN IN THE FOOTING AREAS.
PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,01X? PSI AT 28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM OF 3/8" COURSE
DOORS & WINDOWS
O
AGGREGATE, AND SHALL BE PLACED WITH A SLUMP OF Er TO I V. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE'S'
ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A
MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED IN ASTM
CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEIGHT AND 5.7 SQ.FT. IN AREA. THE BOTTOM OF THE OPENING
C-270.HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT
SHALL NOT BE MORE THAN 44' OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE
EXTEND INTO CELLS TO BE FILLED AND ALLOW A MINIMUM OF 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS.
FINISHED FLOOR. SINGLE HUNG WINDOW OPERATING MECHANISMS SHALL BE AT OR NEAR THE SILL WINDOWS MARKED'EGRESS' MUST BE
Q
CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF THE GROUTED CELLS AT EACH LIFT. CLEAN OUTS SHALL BE SEALED AFTER
3
MANUFACTURED TO CONFORM TO THE BUILDING CODE WITH RESPECT TO MINIMUM EMERGENCY EGRESS REQUIREMENTS PER N.F.PA.101
CHAPTER 22-2. A DOOR MARKED IN PLAN CALLED'EMERGENCY EGRESS' SHALL BE DESIGNATED AS AN EXTERIOR DOOR NOT TO BE
SOIL SHALL BE TREATED FOR TERMITES FOR A MIN. DISTANCE OF FOUR (4) FEET BEYOND THE PERIMETER OF ALL FOOTINGS AND/OR SLAB
CLEANING AND INSPECTION AND BEFORE GROUTING. GROUT UFT SHALL NOT EXCEED N
ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM SPECIFICATION A-615. REINFORCING STEEL SHALL BE FREE FROM OIL, LOOSE
Z
SHUTTERED FOR EMERGENCY EXIT DURING HURRICANE EMERGENCY CONDITIONS. DOOR TO HAVE A MIN. CLEAR OPENING OF 27, AND
EDGES
ALL PLATES ANGLES AND MISCELLANEOUS METAL ITEMS TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY AND ACCURATELY FASTENED
SCALE AND RUST.
Q
TO HAVE PASSED REQUIRED IMPACT AND MISSLE TESTS.
TO THE CONCRETE FORM WORK BY A MINIMUM OF TWO (2) FASTENERS PRIOR TO CONCRETE PLACEMENT.
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATIONS FOR MASONRY
BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORT WITH TOP BARS FROM ADJACENT BEAM. ALL TIE BEAM REINFORCING
STRUCTURES" (AC1-530.I-99/ASCE 6-99/ACSEirMS 602-99), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE
MASAONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED STRUCTURAL MASONRY {
SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM. ALL ADDED LONGITUDINAL STEEL RONFORCING SHALL EXTEND 6"
CONTRACTOR". THE SUPERVISOR OF THE MASONRY PORTION OF THIS PROJECT SHALL BE A "CERTIFIED STRUCTURAL MASONRY
MINIMUM INTO SUPPORT U.O.N.
CONTRACTOR' OR A "CERTIFIED STRUCTURAL MASON". THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE
WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY, FILL TWO ADJACENT WITH CONCRETE GROUT. ALL GROUT SHALL BE FLUID, SLUMP
WINDOW SAFEGUARD NOTE
STRUCTURAL -STEEL
SHALL BE 9" +-1"
WHORE THERE IS A DROP OF MORE THAN 4 FIS=T ON THE FAR SIDE OF SUCH WINDOWS AND THE SILL IS LESS THAN 36 INCH ABOVE THE NEAR
DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST RISC SPECIFICATIONS. ALL STEEL SHALL
CONFORM TO ASTM 136, SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE 325 HIGH STRENGTH BOLTS AT
LINTELS AND SILLS
SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED TO PREVENT THE FALL OF PI3tS01 S WHEN Y" W94XMS AREOPEN,
COLUMNS, TRUSS; CONNECTIONS AND ALL OTHER CONNECTIONS. HIGH STRENGTH BOLTS SHALL BE INSTALL® USING CALIBRATED TORQUE
ANY CMU WALL OPENINGS WHICH ARE NOT OTHERWISE FRAMED SHALL HAVE ENT (NOMINAL) CONCRETE LINTELS & SILLS REINFORCE)
WRENCHES. TURN OF NUT METHOD WILL NOT BE ACCEPTED. BEAM TO BEAM CONNECTIONS SHALL BE BOLTED WITH STANDARD WASHERS
WITH 2 #5 BOTTOM, MINIMUM OF 8" BEARING BOTH ENDS, UNLESS OTHERWISE NOTED.
UNDER NUTS. ALL BOLTS SHALL BE 3/4' DIAMETER U.O.N. PROVIDE 9116' DIA. HOLES, N -O" O.C. MAX. FOR ALL WOOD BLOCKING ATTACHED
HORIZONTAL REINFORCEMENT EVERY OTHER COURSE 9 GAUGE GALVANIZED LADDER TYPE DUR-O-WALL (OR EQUAL)
TO STEEL. CUTS, HOLES, COPES, ETC... REQUIRED IN STEEL MEMBERS BY OTHER TRADES SHALL BE SHOWN ON STE33. SHOP DRAWINGS AND
SECURITY NOTES
MADE IN THE SHOP. BURNING OF HOLES OR CUTS IN STEEL MEMBERS WILL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED BY THE
ALL LOCKS ON EXTERIOR DOORS SHALL RESIST A FORCE OF 300 # APPLIED IN ANY MOVABLE DIRECTION. ALL EXTERIOR LOCKS SHALL BE
STRUCTURAL ENGINEER. ALL LEVEUNG AND BEARING RATES, ANCHOR BOLTS (EXCEPT FOR WOOD), AND LOOSE LINTELS SHALL BE
+
SINGLE CYLINDER WITH 1"THROW FOR 13/4" SOLID CORE DOOR. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A KEY OPERATED
FURNISHED BY STEEL CONTRACTOR. ALL BEAMS SHALL BE FABRICATED WITH NATURAL CAMBER UP. STEEL CONTRACTOR SHALL CHECK
LOCK, OPERABLE FROM EXTERIOR WITH A MINIMUM 6000 POSSIBLE KEY CHANGES. KEY ON KNOB LOCKS SHALL HAVE AN AUXILIARY
ANCHOR BOLT LOCATION PRIOR TO ERECTION AND NOTIFY GENERAL CONTRACTOR OF ANY DISCREPENCIES SO THAT RELOCATION CAN
DEAD BOLT WITH HARDENED BOLT OR WITH INSERT. EXTERIOR SWING DOORS SHALL BE SOLID CORE NOT LESS THAN 13/4" THICK. FRONT
BE MADE WITHOUT IMPEDING THE PROGRESS OF THE WORK. STRUCTURAL WED SIZE SHALL BE 114 MIN. STRUCTURAL STEEL SHALL RECIEVE
MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH VISION SCOPE OR VISION PANEL. HINGES ON OUT SWINGING EXTERIOR DOORS SHALL
SHOP COATING OF ZINC CHROMATE PROVIDE 1 COAT (TWO MILS THICK) WHERE EXPOSED. PROVIDE 2 COATS (4 MILS THICK) WHERE
HAVE NON -EXPOSED SCREWS AND NON -REMOVABLE PINS. SINGLE SWING EXTERIOR DOORS CONNECTING LIVING AREAS WITH GARAGE
IMBEDDED IN MASONRY.
I
AREAS SHALL BE SOLID CORE 13/4" THICK AND SHALL BE SECURED WITH A LATCH AND SINGLE BOLT WITH ONE INCH MIN. THROW OR A
i
COMBINATION OF DEAD BOLT AND DEAD LATCH SETS AND AN AUTOMATIC DOOR CLOSER. ALL GLASS IN EXTERIOR DOORS SHALL
I
COMPLY WITH ANSI 2741 ALL WINDOWS (OPERABLE) SHALL WITHSTAND A FORCE OF 150# IN ANY OPERABLE DIRECTION. SLIDING GLASS
I
DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM TRACKS POSITION AND SHALL
COMPLY WITH THE AA.MAA STANDARDS FOR FORCED ENTRY RESISTANCE AA.MA.1303-3. SLIDING GLASS DOORS SHALL HAVE DEAD
BOLT OR PIN SYSTEM NOT REMOVABLE FROM THE OUTSIDE AT THE JAMB AND SILL. INTERIOR DOORS TO HAVE CYLINDRICAL TYPE LOCK
SETS WITH PRIVACY LOCK BY INSIDE PUSH BUTTON WHICH AUTOMATICALLY OPENS BY TURN OR CLOSING ACCORDING TO FED. SPEC.
#160 AND 1511. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH CONCRETE
HARDENED BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. OF 5/9. FOLLOW THE STANDARDS OF ACI -316, ACI -301 AND ACI -347.
POST PERMANENT SIGN WITH 112" LETTERS ON THE INSIDE FACE OF ANY ONE DOOR TO OUTSIDE'DO NOT OPERATE
ENGINES WITH DOORS CLOSED, CARBON MONOXIDE EMISSION:'
NON-BEARING INTERIOR PARTITIONS
ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/13' METAL STUDS 26 GA AT24" C/C MAXIMUM SPACING WITH 1/7' MINIMUM
GYPSUM DRYWALL EACH SIDE.
BATHROOMS
BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS TILE FINISH, SELECTED BY OWNER
MIRRORS / GLAZING
MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. TEMP GLAZING SHALL BE PROVIDED IN TUB & SHOWER WINDOWS &
MIRRORS WHERE LESS THAN 60" A.F.F. ALL GLASS WITHIN 24" OF ANY DOOR, FIXED GLASS, SLIDING GLASS DOORS OR LOCATED WITHIN 60"
OF FLOOR AND ALL GLAZING AT TUB AND SHOWER ENCLOSURES, WHIRLPOOLS, SPAS, SAUNAS AND STEAM ROOMS SHALL BE
TEMPERED SAFETY GLASS.
NOTE REMOVED
NOT APPLICABLE
ml
CONCRETE IS TO BEA MIX DESIGNED IN ACCORDANCE WITH ASTM C-94.72 TO ACHIEVE A STRENGTH IN 28 DAYS AS STATED BELOW, WITH
A PLASTIC AND WORKABLE MIX. A CERTIFICATE OF MANUFACTURER'S MIX AND STRENGTH IS TO BE PROVIDED. NO WATER IS TO BE ADDED
AFTER THE TRUCK LEAVES THE PLANT, WITHOUT APPROVAL OF THE ENGINEER OR PLANT ENGINEER. PLANT CONTROL SHALL BE REQUIRED.
MAXIMUM MIX TIME AT POINT OF DEPOSIT IS 90 MINUTES. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS, UNLESS
OTHERWISE NOTED (LION).
SLAB ON COMPACTED FILL = 3000 PSI
STRUCTURAL SLABS = 4000 PSI
FOUNDATIONS = 3000 PSI
COLUMNS AND BEAMS = 4000 PSI (U.O.N.)
BEAMS = 4000 PSI (U.O.N.)
CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 6'
MAXIMUM AGGREGATE SIZE SHALL BE 3/4 . ALL AGGREGATE SHALL CONFORM TO ASTM -33.
MAXIMUM WATER CONTENT SHALL BE 33 GALLONS PER CUBIC YARD OF CONCRETE. C,
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS = 3' BEAMS =1 '/2" SUSPENDED SLABS =1"
SLAB SHALL BE A MIN IMUM OF 4" THICK AND SHALL BE REINFORCED WITH 6"W xr.411.4 W.W.M. CENTERED IN CONCRETE AND DOUBLED
AT PERIMETER. REINFORCEMENT SHALL COMPLY WITH ASTM A615 AND ASTM Al 85 FOR WELDED WIRE FABRIC.
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% OF THE T-180 MODIFIED
PROCTOR TEST. THE AREA OF THE BOTTOM OF THE FOOTINGS SHALL BE COMPACTED PRIOR TO THE PLACEMENT OF STELL WITH A
VIBRATORY COMPACTOR TO INSURE UNIFORM DENSITY BENEATH THE FOOTING. DENSITY TESTS SHALL BE TAKEN IN FOOTING AREAS.
SLAB SHALL BE PLACED OVER ONE LAYER OF 6 MIL VISQUEEN VAPOR BARRIER.
ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM.
R13NFORCEMENT CLEARANCE
CLEARANCE OF REINFORCING STEEL FROM FACE OF CONCRETE TO THE OUTERMOST BAR SHALL BE AS FOLLOWS, WHEREVER PRACTICAL,
UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS.
FORMED CONCRETE IN CONTACT WITH GROUND 7'
BEAMS AND COLUMNS
SLABS 1"
FOOTINGS 2" FROM TOP, 3BOTTOM/SIDES
TIE COLUMNS 1 1 /2" TO TIES
POLYETHYLENE SHEET
POLYETHYLENE SHEET SHALL BE PLACED CONTINUOUSLY UNDER CONCRETE SLABS ON GROUND AND SHALL BE A MINIMUM OF 6 MIL.
THICK. ALL JOINTS SHALL BE LAPPED MINIMUM 17' AND CONTINUOUSLY TAPED WITH A MINIMUM OF 2" WIDE VINYL TAPE. POLYETHYLENE
SHEET SHALL EXTEND AT LEAST ONE INCH ONTO STEM WALL WHERE PIPES, CONDUITS, STAKES, REINFORCING BARS OR OTHER OBJECT PA
THGROUGH THE MEMBRANE, THE MEMBRANE SHALL BE FITTED WITHIN 7' AND SEALED WITH TAPE.
SOIL SHALL BE TREATED FOR TERMITES FOR A DISTANCE OF FOUR FEET BEYOND THE PERIMETER OF ALL FOOTINGS AND/OR SLAB EDGES. ,
NOTE REMOVED
NOT APPLICABLE
NOTE REMOVED
NOT APPLICABLE
NOTE REMOVED
NOT APPLICABLE
PLYWOOD ROOF DIAPHRAGM:
ROOF DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF "A.P.A. DESIGN/CONSTRUCTION GUIDE - DIAPHRAGMS".
PLYWOOD ROOF DECKING SHALL BE 19/37' MINIMUM THICKNESS, "CDX" TYPE AND SHALL BE CONTINUOUS OVER TWO OR MORE SPANS,
WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. CONNECT PLYWOOD DIAPHRAGM TO STRUCTURE WITH 10d GALV. NAILS, SPACED
AT 6" O.C. MAX. AT SUPPORTED EDGES AND AT 6" O.C. ALONG THE INTERMEDIATE SUPPORTS.
GABLE ENDS NAIL SPACING SHALL BE 4" ON CENTERS MAXIMUM. STRUCTURAL WOOD:
TO CONFORM TO RULES OF THE MANUFACTURER'S ASSOCIATION UNDER WHOSE RULES THE LUMBER IS PRODUCED. (SEE SUPPLIER'S
SPECIFICATIONS).
TO BE AIR DRIED, WELL SEASONED AND GRADE MARKED AT MILL.
TO BE NO.2 SOUTHERN PINE, UTILITY GRADE DOUGLAS FIR OR WEST COAST HEMLOCK.
ALL STRUCTURAL WOOD TO BE SURFACED FOUR (4) SIDES (S -4-S) WITH A MINIMUM FIBER STRESS IN BENDING OF 1,200 P.S.I. AND A
MAXIMUM MOISTURE CONTENT OF 19 PERCENT.
ALL LUMBER AND PLYWOOD IN CONTACT WITH CONCRETE, STUCCO, MASONRY OR OTHER CEMENTTQOUS MATERIALS SHALL BE TREATED
TO COMPLY WITH AWPA STANDARD LP -2.
STORE ALL LUMBER ABOVE GRADE OR FLOOR. STACK TO ALLOW PROPER AIR CIRCULATION AND PROTECT FROM WETTING WITH SUITABLE
COVER.
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NOTE REMOVED
NOT APPLICABLE
NOTE REMOVED
NOT APPLICABLE
LANDSCAPING NOTES
NO MORE THAN 507. OF REQUIRED TREES CAN BE SAME SPECIES.
ALL TREES SHALL BE PROPERLY GUYED AND STAKED AT TIME OF PLANTING.
SOD TO BE ST. AUGUSTINE "FLORITAM" FREE OF ALL PESTS OR DISEASE. IT SHALL BE LAID EVEN WITHOUT GAPS.
GROUND COVER AND SHRUBS TO BE LAID OUT IN A UNIFORM AND CONSISTENT PATTERN.
ALL PLANT MATERIAL SHALL HAVE AN APPLICATION OF SLOW- RELEASE FERTILIZER (AGRI- FORM OR SIMILAR) AT TIME OF INSTALLATION.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES TO AVOID DAMAGE.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANTS AND MATERIALS NECESSARY TO ACHIEVE A FULL AND COMPLETED APPEARANCE
IN ALL PLANTING BEDS.
THE MINIMUM TOPSOIL DEPTH SHALL BE 6 INCHES FOR GROUND COVER AREAS, 41NCHES FOR SEEDED GRASS AREAS, AND 2 INCHES FOR
SODDED AREAS.
ALL LANDSCAPING MATERIALS TO BE FLORIDA NO.1 GRADE OR BETTER.
ALL EXTERIOR LIGHT SOURCES MUST BE RECESSED WITHIN THE STRUCTURE OR FIXTURE IN WHICH IS LOCATED.
ALL MECHANICAL EQUIPMENT TO BE SCREENED ON THREE (3) SIDES AS SHOWN WITH SHRUBS SIX (6) INCHES ABOVE THE ITEM TO BE
SCREENED.
GRASS OR SOD SHALL BE PROVIDE IN ALL OPEN AREAS. INCLUDING SWALE AREA AS SHOWN ON PLANS.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE PROPER WATERING AND SAFEGUARD AGAINST DAMAGE OF ANY KIND
DURING THE INSTALLATION UNTIL FINAL APPROVAL OF WORK.
ALL TREE SPECIES SHALL BE A MINIMUM OVERALL HEIGHT OF 10 FEET WITH A MINIMUM CANOPY SPREAD OF 4 FEET AND MINIMUM TRUNK
DIAMETER AT BREAST HEIGHT OF 2" AND A MINIMUM OF 4 FEET CLEAR WOOD IMMEDIATELY AFTER PLANTING.
HEDGES SHALL BE MINIMUM 2 FEET IN HEIGHT (FULL TO BASE) PLANTED 2 FEET ON CENTER.
ALL TREES AND SHRUBS SHALL BE PLANTED WITH A MINIMUM OF 6 INCHES OF TOPSOIL AROUND AND BENEATH ROOT BALL
A MINIMUM OF 2 INCHES CYPRESS MULCH (OR APPROVED EQUAL) OR GROUND COVER SHALL BE INSTALLED AT BASE OF EACH TREE AND
THROUGHOUT HEDGE AND SHRUB PLANTING.
SPRINKLERS (IF SPECIFIED)
ALL LANDSCAPE AREAS SHALL BE IRRIGATED BY A FULLY AUTOMATIC SPRINKLER SYSTEM ADJUSTED TO PROVIDE 100 % COVERAGE OF ALL
LANDSCAPE AREAS. ALL HEADS SHALL BE OVERLAP AS PER MANUFACTURERS SPECIFICATIONS AND PERFORMANCE ADJUSTED TO 50
STANDARDS. EACH SYSTEM SHALL BE INSTALLED WITH A RAIN SENSOR.
OWNER SHALL APPROVE ALL MATERIAL AND FINISH SAMPLES ALONG WITH ALL EQUIPMENT SPECIFICATIONS PRIOR TO ORDERING AND
INSTALLATION. PROVIDE THRERSHOLD AND WEATHERSTRIPPING AT ALL EXTERIOR DOORS.
r0
NOTE REMOVED
NOT APPLICABLE
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