HomeMy WebLinkAboutPLANSBENNETT RESIDENCE
SCANNED
BY
St. Lucie County
CONCFALED FASTENERS 09 ATTACHM
ARE THE RESPONSIBUTY OF THE
CONTRACTOR OF RECORD
SCOPE OF WORK
1. MOBILIZE
2. REMOVE & DISCARD EXISTING DOORS
3. INSTALL NEW DOORS PER PLANS
4. DEMOBILIZE
GENERAL NOTES:
CODES AND STANDARDS
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 NOTICE, 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 PUNS MATCH. IF EXISTING CONDITIONS DIFFER FROM PLANS, °GENERAL° NOTE 1 ABOVE ,
SHALL ALSO APPLY.
DEMOLITION:
1. PRIOR TO COMMENCEMENT OF DEMOUTION 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 RESPONSIBILITY 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 UTIUTIES SHOWN OR NOT ON
THE PLANS.
NEW DOORS
LOCATION 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 EXISTING WIRING INSULATION ANDINOTIFY 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 VISITED 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, QUANTITIES, 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.
r ,
DIMENSIONS:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST)
DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH 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 U
ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS AND
SHALL BE FULLY RESPONSIBLE FOR THE SAME. SHORING MUST COMPLY WITH ALL LOCAL AND
OSHA REQUIREMENTS.
KEY- BUILDING FOOTPRINT
NOT TO SCALE
`C7967
ST. LUCIE CC
BUILDING DI'
FOR
DATE o(T /"
PLAN AND PE 1MIT
kST BE KEPT ON JOB OR
NO INSPECTION WILL BE NIADE
STRUCTURAL DESIGN CRITERIA:
THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, BUILDING &
EXISTING; STH EDITION; 2017, ASCE 7-10. & ASD '
MEAN ROOF HEIGHT
WIND LOAD
WIND VELOCITY
WIND VELOCITY
EXPOSURE
Qz
Kd
Kz
REDUCTION FACTOR
ROOF SLOPE
LOAD COMBINATIONS
INTERNAL PRESSURE COEFFICIENT
RISK CATEGORY It
OCCUPANCY
CONSTRUCTION TYPE
200'
FBC 2017 & CHAPTERS 1, 2, 26.
& 28 OF ASCE 7-10 -
165 MPH; ULTIMATE WIND SPEED
128 MPH; NOMINAL WIND SPEED
'D"; ENCLOSED DESIGN
96 PSF
0.85
1.61
0.6
RAT
ASCE 7-10 CHAPTER 2.4: DL+LL; DL+0.6WL;
0.6DL+0.6WL
+/-0.18 PER TABLE 26.11-1
RESIDENTIAL
V
GENERAL COMPONENTS AND CLADDING NOTES:
1. ALL DOORS TO BE INSTALLED PER PRODUCT APPROVAL
ZONE 5 AND MEET THE DESIGN PRESSURES STATED BELOW:
TmBUfAHY
DOOR
WIN
ZONE
AREA
I TYPE
PRESSURE
S
Wg
_1&2&3
+'.d/-FIB
5
1D15
4
+M/-m
3. DETAILS AND CONDIDONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCOT P�I h5�D'�I (iiT�rCSC� ti4rli\,
WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL AAESUB•k4T,TQANYCQARsCtIOf;
REQUII;EDEYFIELDINSPE;• ORg,rtAT
OT Es NECESSARY IN ORDER TO t
SHEET
DESCRIPTION
S-1
COVER SHEET & NOTES
S-2
- UNIT LAYOUT & SCHEDULE
S-3
DETAILS
S-4
NOA PRODUCT APPROVALS
TOTAL -A-, „ - ac� y®
NEW DOORS
BENNEFT RESIDENCE
9500 S. OCEAN DR UNIT 1707,
JENSEN BEACH, FL 34957
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ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
208 SW OCEAN BOULEVARD
STUART, RDRIDA 34994
772-220.4601
N .CSM-EmEx
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DOOR SCHEDULE
DESIGNATION
TYPE
QUANTITY
REMARKS
MANUFACTURER PRODUCT
APPROVAL N0.
EVALUATION
AGENCY
EXPIRATION
DATE
MAX. DESIGN
PRESSURE
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NEW DOORS
BENNER RESIDENCE
9500 S. OCEAN DR UNR 1707,
JENSEN BEACH, FL 34957
csm
ENGINEERING
CIVIL STRUCTURAL MARINE
CSM ENGINEERING, LLC
209 SW OCEAN 6GYLEVARO
STUART, FLORIDA 34994
773.220•4607
www.C9M-E.NET
CERTIFlCATE CF AUTH[IRIZATI[IN: 29067
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No.70910
STATE OF•�•<U�y
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UNIT LAYOUT &SCHEDULE
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EXISTING UNIT FOOTPRINT
SCALE: 3/16" = 1'-0"w.
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 SI E)
TRIM
-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 WINDOW/DOOR JAMB FLASHING DETAIL
SCALE: N.T.S.
BUCK INSTALLATION NOTES (AS REQ'D)
1. WINDOW OR DOOR BUCK FASTENING DETAILS TO MATCH OR EXCEED THE MANUFACTURERS TEST
APPROVALS AND RECOMMENDATIONS.
2, WINDOW BUCKS ARE DESIGNED FOR WIND LOAD COMPUANCE 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 1X6 OR IRS, #2 S.Y. PINE, P.T. PER INDUSTRY STANDARDS.
BUCKS ARE TO BE FULLY BONDED TO MASONRY W/ SIKA 1A CONSTRUCTION ADHESNE 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/Y
l7
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W
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ROUGH OPENING
WINDOW/DOOR BUCK ANCHORAGE
PATTERN
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STAGGERED
NEW DOORS
BENNER RESIDENCE
9500 S. OCEAN DR UNIT 1707,
JENSEN BEACH, FL 34957
crom
ENGINEERING
CIVIL • STRUCTURAL • MARINE
GSM ENGINEERING, LLC
208 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
772-220.4601
W .CSM-E.Ne
CEROFICATE OF AUTHORIZATION: 29057
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No-,76910 —
Q''•. STATEOF:=
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CNARI6 A BN70EN JR
O0.1E
DETAILS
RDIk
S-3
.,
MIAMFDADE MUILMI-DADE COUNTY
E PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roam 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 P (786) 315-2399
NOTICE OF ACCEPTANCE (NOA) www.miamIdade.goV1moaomv
EGS International, LLC
3133 S.W. 25s' 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 (AHD).
This NOA shall not he valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami 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 incur 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 the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of theapplicablebuilding code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Atlantic Series Aluminum Sliding Glass Door- S.M.I.
APPROVAL DOCUMENT: Drawing No. W04-80 Rev L titled "Atlantic Series SM 130 Alum Sliding Glass
Door", sheets I through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on DEC 07,
2017, signed and seated by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
NRSSn X IMPACT RATING: Small Missile Impact Resistant
Limitations:
1. 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. Positive (Exterior) DP shall be limired.te
sill height per sheet 2.
2. The total tested frame area must not exceed 180 sq. ft. per FBC requirements.
3. All SGD doors containing operable panel (X) require channel reinforcement (item #31) at Bottom Rails.
LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/series,
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 there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION 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 any product,
for sales, advertising or any other purposes &_hall automatically terminate this NOA. Failure to comply with any
section of this NOA shall because for termination and removal. ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA 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 Budding Official.
This NOA revises NOA #14-0807.18 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 Ishaq L Chanda, P.E.
NOA No. 17-1218.21
FUAt•1t Expiration Date: December 24, 2019
Approval Date: Februaryl5, 2018
q Page 1
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9500 S. OCEAN DR UNff 1707,
JENSEN BEACH, FL 34957
C ms M
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
208 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
772-220-4601
W .CSM-E.NET
CERm FICATE OF AUTHORIZATION: 29057
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In '•. STATF.OF
NOA PRODUCT APPROVALS
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