HomeMy WebLinkAboutPLANBENNETT RESIDENCE
SCOPE OF W13RK
1. MOBILIZE
2. REMOVE & DISCARD EXISTING DOORS
3. INSTALL NEW DOORS PER PLANS
4. DEMOBILIZE
13ENERAL NOTES:
GULLS AND SIANDARDS
1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES:
1.1. FLORIDA BUILDING CODE, BUILDING & EXISTING; 6TH EDITION; 2017, ASCE 7-10, ASO, &
AISC
2. DRAWING NOTES:
2.1. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL
VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE
OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE
CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT.
2.2. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND
ENGINEER BEFORE PROCEEDING WITH ANY WORK.
3. SECTIONS AND DETAILS:
3.1. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE
TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE
SHOWN.
4. SUBMIT SHOP DRAWINGS AS REQUIRED. ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY
THE GENERAL CONTRACTOR AND SIGNED AND SEALED BY THE DELEGATED ENGINEER.
5. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWING
THE CONTRACTOR SHALL NOTIFY THE ENGINEER -OF -RECORD IN WRITING OF SUCH
OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION.
IN THE EVENT THE CONTRACTOR'S FAILING TO GIVE SUCH NOITCE, HE SHALL BE HELD
RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF
RECTIFYING THE SAME.
6. INFORMATION FOR THE LAYOUT AND DESIGN OF THESE PLANS WERE EXTRACTED FROM
FIELD MEASUREMENTS AND EXISTING DRAWINGS.
CONTRACTOR SHALL INSPECT EXISTING FIELD CONDITIONS TO ENSURE PRESENT INFORMATION
ON PLANS MATCH. IF EXISTING CONDITIONS DIFFER FROM PLANS, "GENERAL" NOTE 1 ABOVE
SHALL ALSO APPLY.
DEMOLITION:
1. PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS
ACTIVITIES WITH ALL THE APPROPRIATE SUB -CONTRACTORS AFFECTED BY THIS AREA.
2. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL MATERIALS
THAT ARE SO INDICATED INCLUDING CONCRETE AND WOOD.
3. THE LOCATION OF ALL EXISTING UTILITIES ARE THE CONTRACTOR'S RESPONSIBILITY.
THE ENGINEER ASSUMES NO RESPONSIBUTY FOR EXACT LOCATIONS. PRIOR TO THE
START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE
LOCATION AND THE EXISTENCE OF ALL STRUCTURES AND U11UTIES SHOWN OR NOT ON
THE PLANS.
NEW DOORS
L13CAT113N MAP
NOT TO SCALE
BUILDING EXISTING NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND BE AWARE OF ALL EXISTING
CONDITIONS AND INTERFERENCES.
2. THE CONTRACTOR SHALL CHECK CONDITION FOR ENSTING WIRING INSULATION AND NOTIFY THE
OWNER, ARCHITECT, OR ENGINEER OF ANY DANGEROUS CONDITIONS.
3. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL ITEMS AND THAT ARE SO
INDICATED ON THE PLANS WITH THE OWNERS APPROVAL
4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING MSrrED THE SITE AND HAVING
FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES
FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE
BUILDING ENGINEER BEFORE SUBMITTING A PROPOSAL. FIELD MEASURE EXISTING CONDITIONS
PRIOR TO FABRICATION OF ALL MATERIALS.
5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR.
6. IF MATERIALS, QUANTMES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR
SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES. THE BETTER
QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED
OR NOTED SHALL BE PROVIDED AND APPROVED BY EOR.
DIMENSIONS:
-CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLEIL SLI Ok LAfESi
DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED NTH ARCHITECTURAL
AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES IN NOTES OR DIMENSIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK SO THAT PROPER
WORK CAN BE EXECUTED. DO NOT ASSUME OR GUESS ANY DIM. OR ELEMENTS
CONNECTIONS AND ELEVATIONS.
2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND
INSTALL
ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY SUPPORT ALL CONSTRUCHOIN LUAUS AID
SHALL BE FULLY RESPONSIBLE FOR THE SAME. SHORING MUST COMPLY WITH ALL LOCAL AND
OSHA REQUIREMENTS.
3. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE
WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL.
FIL
BUILDING F13
NOT TO SCAUE_
5 11 -
NEW DE30RS
BENNETT RESIDENCE
950D S. OCEAN DR UNIT 1707.
JENSEN BFjkCH, FL 34957
csm
E N G I N E E R I N G
CIVIL - STRUCTURAL - MARINE
CISM ENGINEERING, LLC
208 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
772-220-4601
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CERTIFICAMOFAUTHOREZATION: 29057
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THE DESIGN COMPLIES WITH ]HE REQUIREMENTS OF THE FICRIDA BUILDING CM"IBBD�_%
EXISTING; 6TH EDITION; 2017, ASCE 7-10, & ASO
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WIND VELOCITY 165 MPH; ULTIMATE WIND SPEED
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GENERAL COMPONENTS AND CLADDING NOTES:
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1. ALL DOORS TO BE INSTALLED
PLH PRODUCT APPROVAL
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AREA
TYPE
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SHEET DESCRIPTION
S-1
COVER SHEET & NOTES
S-2
UNIT LAYOUT & SCHEDULE
S-3
DETAILS
S-4
NOA PRODUCT APPROVALS
TOTAL - 4
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NOTES & 0018100
DRUIN LED
aScm ED DIED;
es A. DA6,0
No. 76910
STATE OF
"40RIDP'
ADAREDDIN 11 DUE
I COVER SHEET & NOTES I
S-1
BENNETT RESIDENCE
9500 S. OCFjkN DR UNIT 1707,
JENSEN BEACH, FL 34957
1/2- GYPSUM WOOD BOARD
PT. WOOD FURRING (AS REQ'D)
PT. WOOD BLOCKING
PER PLANS (AS REQ'D)
WINDOW/DOOR FRAME PER PLANS
PROPOSED WINDOW/DOOR
(SEE PLAN FOR SIZE)
11:41UT
'LASHING/SEALANT SHALL EXTEND TO THE SURFACE
)F THE EXTERIOR WALL FINISH AND SELF —ADHERED
'LASHING SHALL COMPLY WITH AAMA 711.
STUCCO FINISH
8" C.M.U. PER PLANS
CONC. FILLED CELL.
TYPICALL W1NDOWDOOR JAMB FLASHING DETAIL
SCALE: N.T.S.
BUCK INSTALLATION NOTES (AS REQ'D)
1. WINDOW OR DOOR BUCK FASTENING DETAILS TO MATCH OR EYCEED THE MANUFACTURER'S TEST
APPROVALS AND RECOMMENDATIONS.
2. WINDOW BUCKS ARE DESIGNED FOR WIND LOAD COMPLIANCE ONLY. ANY ADDITIONAL FASTENERS
OR BUCKING REQUIRED FOR IMPACT RESISTANCE ARE TO BE SPECIFIED BY THE SPECIALTY
ENGINEER FOR THE WINDOW MANUFACTURER IN ACCORDANCE WITH FLORIDA BUILDING CODE BUILDING
& EXISTING; 6TH EDITION; 2017
3. WINDOW BUCKS ARE TO BE lX6 OR IxB, #2 S.Y. PINE, P.T. PER INDUSTRY STANDARDS.
BUCKS ARE TO BE FULLY BONDED TO MASONRY W/ SIKA 1A CONSTRUCTION ADHESNT- FOR
DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER.
4. FASTENERS ARE TO BE 1/4"0 TAPCONS WITH MINIMUM PENETRATION OF 1 3/4" INTO
CONCRETE. USE STAGGERED SPACING OF TAPCONS EQUAL TO, OR EXCEEDING REQUIRED
FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION.
5. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND
COLUMNS OR CONCRETE FILLED MASONRY. CONTRACTOR TO COORDINATE OPENING
DIMENSIONS.
MASONRY OR CONCRETE
3 1/2'
APCONS @
STAGGERED PATTER
(NOTE 4)
1 31e
Ld
OL
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DOD MATERIAL, X:
L3
PRESSURE TREATED D
NOTE 3)
NAL R DOORS
-V'
ROUGH OPENING
WINDOW/DOOR BUCK ANCHORAGE
NEW DOORS
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E N G I N E E R I N G
CIVIL - STRUCTURAL - MARINE
CSM ENGINEERING, LLC
208 SW OCEAN BOUL"ARO
STUART, FLORIDA 34994
772-220-4607
�.CSM'E.NET
CERTIFICATE OF AUTHOREZAT1014; 29057
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WIRES & coififim
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No.76910 s
STATE OF
A DaIN JR
DETAILS
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S-3
REETIA110
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E N G I N E E R I N G
CIVIL - STRUCTURAL - MARINE
CSM ENGINEERING, LLC
208 SW OCEAN BOUL"ARO
STUART, FLORIDA 34994
772-220-4607
�.CSM'E.NET
CERTIFICATE OF AUTHOREZAT1014; 29057
a M NURURDT T Sg&%E 6 w
I 1:34swam ul:�mvs 1
WIRES & coififim
A. DA%
_xCENs�
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No.76910 s
STATE OF
A DaIN JR
DETAILS
Inuft
S-3
REETIA110
MIAMMADZE MLIOU-DADE COUNTY
Im R PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strect, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-25"
NOTICE OF ACCEPTANCE (NOA) IIm,W.Miamidad&g2xLe�
EGS International, LLC
3133 S.W. 25"1 Street
Pembroke Park FL 33009
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Darle County Product Control Section
(In Miami Dade County) and/or the ABJ (in areas other than Miarm Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incu the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves die right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material falls to
meet the requirements of the applicable building code.
This product is approved as described hereinI and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION* Atlantic Series Aluminum Sliding Glass Door - SALL
APPROVAL DOCUNIENT: DraLwing No. W04-80 Rev 1. titled "Atlantic Series SM 130 Alum Sliding Glass
Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on DEC 07,
2017, signed and sealed by Javad Ahmad, P�E, bearing the Mimi -Dade County Product Control Revision stamp
with the Notice of Acceptance number Bud expiration date by the Miami -Dade County Product Control Section.
INIrssn-E NPAcT RATING: Small Wiissile Impact Resistant
Linaitatiom:
I . See Design Pressure (DP) ratings with glass ' types & Reinforcing in sheet 2. See DP ratings of anchor types in
sheet 3. Lower Design Pressure Ratings shall apply to entire system. Posi&o (Exterior) DP shall be limited to
sill height per shed 2.
2. The total tested firuZe area most not oxeced 180 sq. fL per FBC requirements.
3. All SGD doors Containing operable panel (X) require channel reinforcement (item #3 1) at Bottom Rails.
LABELING: Each unit shall bear a permanent label with the manufactureir's name or logo, city, state, modeUseries,
and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and them has been no
change in the applicable building code negatively affecting the performance of this product.
TERMWATION of this NOA will occur after the expiration. date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of Say product
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with ally
section of this NOA shall be cause for termination and removal of'NOA.
AJ)VERTISEIVIENT: The NOA number preceded by tile words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. (f any portion of the NGA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at thejob site at the request of the Building Official.
This NOA revises NOA #14-4807.18 and consists of this page I and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Isharl L Chanda, P.E.
NOA No. 17-1218.21
Wd D AD E C 0 UrNMTY 13 Expfration Date. December 24,2019
Approval Date: February IS, 2018
Page I
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BENNEFr RESIDENCE
9500 S. OCEIN DR UNfr 1707,
JENSEN BIRCH, Fl. 34957
rm MS M
E N G I N E E R I N G
CIVIL - STRUC7URAL - MARINE
rSM ENGINEERINIS, LLC
208 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
772-220-4601
' EM*1,N ET
CE"'1CArrE 'FAUTHORI�TION: 29057
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No. 76910
EOF
RID
WARIS A URIEN JR DATE
,.��SRNCOI_U a WIND
NOA PRODUCr APPROVALS
S-4