HomeMy WebLinkAboutPLANSGENDORN RESIDENCE
■ ■NEW
BOOR '.�►,.
SC�VNF®
St. Lucie Coun
ty
SCOPE OF WORK
1. MOSIUZE
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; 2M7, ASCE 7-10, ASD, &
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 PLANS 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 UTILITIES SHOWN OR NOT ON
THE PLANS. - . _ • - - �.
LOCATION ON MAP DSCALE
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 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 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.
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
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.
3. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE
WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL
EY- BUILDING FOOTPRINT
NOT TO SCALE
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STRUCTURAL DESIGN CRITERIA:
THE DESIGN COMPUES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, BUILDING &
EXISTING; 6TH EDITION; 2017, ASCE 7-10, & ASO
MEAN ROOF HEIGHT
WIND LOAD
WIND VELOCITY
WIND VELOCITY
EXPOSURE
Qz
Kd
Kz
REDUCTION FACTOR
ROOF SLOPE
LOAD COMBINATIONS
INTERNAL PRESSURE COEFFICIENT
RISK CATEGORY II
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
FIAT
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:
ZONE
TRIBUTARY
ARFA
DOOR
TYPE
WIND
PRESSURE
5
W S
1& 1& 5
+5E/-25
5
tm S
4
+55/45
REVIEWED FOR
CODE COMPLIANCE
SHEET
DESCRIPTIDN
S-1
COVER SHEET & NOTES
S-2
UNIT LAYOUT & SCHEDULE
S-3
DETAILS
S-4
NOA PRODUCT APPROVALS
TOTAL - 4
NEW DOORS
HOOGENDORN RESIDENCE
ISLANDIA CONDO
9550 S OCEAN DR, UNIT 1006
JENSEN BEACH, FL 34957
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ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
208 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
772.220-4601
w .CSM-E.nET
CERTIFICATE OF AUTHORIZATION: 29057
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COVER SHEET & NOTES
S-1
BOCC
NEW DOORS
EXISTING UNIT FOOTPRINT
SCALE: 1/8" = 1'-0"
DOOR SCHEDULE:
X OPENING
E (W2H)
TYPE
QUANTITY
REMARKS
MANUFACTURER
PROOUCf
APPROVAL NO.
EVALUATION
AGENCY
IXPIRATION
DATE
MAX. DESIGN
PRESSURE
1W95
SIDNO 000R
1
OOUfRE PANE RG'ACT
EGS
NOA 17-121&21
NUN DARE
12-2F 9
+60 PSF
-160 M
LimSOONO
OWR
1
OBIE OIPANE Wff
EGS
RDA 17-10=
NAN DIRE
12-26-2019
+60 PSF
-160 P
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE/+COUNTY
BOCC
HOOGENDORN RESIDENCE
ISLANDIA CONDO
9550 S OCEAN DR, UN 1006
JENSEN BEACH, FL 34957
Emm ro m
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
209 SIN OCEAN SOULIWARD
STUART, FLORIDA.34994
772-Z20-4601
w .C6M-E.NET
CERRFICATEOFAUTIIORIZATION7 29057
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NOTES & COULIDRS
a vow
Tvo. rss10
STATE OF rlN
%� FL'6R10?;.:•'\`dam
A ONOOJ JR / I WE
I UNIT LAYOUT & SCHEDULE
I S-2 I
NEW DOORS
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)
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 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 1X6 OR 1xB, #2 S.Y. PINE, P.T. PER INDUSTRY STANDARDS.
BUCKS ARE TO BE FULLY BONDED TO MASONRY W/ SIKA to CONSTRUCTION ADHESIVE. 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
I
i
—1 3 1/2' i
to
z
z
w
o_
i o
mm
mm
TREATED
Y
I
I
ROUGH ❑PENI
VIEWED FOR
NG
WINDOW/DOOR BsEA�I,�,=�,,EBocc
1/4' TAPCONS
PATTERN
DOORS
@
STAGGERED
HOOGENDORN RESIDENCE
ISLANDIA CONDO
9550 S OCEAN DR, UNIT 1006
JENSEN BEACH, FL 34957
ENGINEERING
CIVIL STRUCTURAL MARINE
CSM ENGINEERING, LLC
208 SW OCEAN FlOI1LEVARO
STUART, FLORIDA 34994
772•zzo-4e0I
W W W.CSM-E.NET
CERTIFICATE GF AVTH[1RIZATI[]N: 29U57
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MIAMFDADE
FIIAhR-DARE COUNTY
p -
PRODUCT CONTROL SECTION
DEPARTTV NT OF REGULATORYA.ND ECONOMIC RESOURCES (RER)
11805 SW 26 SaecL Room MS
BOARD AND CODE ADMINISTRATION DIVISION
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
W W.miamtaaae.2oVifeconoMy
EGS International, LLC
3133 S.W.25"' 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 -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 the applicable building 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 Alumiuum Sliding Glass Door- S.M.I.
APPROVAL DOCUMENT: Drawing No. Wo t-80 Rev L 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 Ahmed, 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.
NIISSILE IL�IPACT 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 limited to
sill height per sheet 2.
2. The total tested frame area must not exceed 180 sq. R per FBC requirements.
3. All SGD doors containing operable panel (X) require channel reinforcement (item 931) at Bottom Rails.
LABELING: Each unit shall bear a permanent label with the manufacturer's time or logo, city, state, modellseries,
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 shall automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the wards 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 the job site at the request of the Building Official.
This NOA revises NOA #14-0807.13 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Lshaq L Chanda, P.E.
M1AnroanEcoulvry NOA No. 17-1218.2I
Expiration Date: December 24, 2019
Approval Date: February 15, 20IS
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LUCIE COUNTY
6ZKN
NEW DOORS
HOOGENDORN RESIDENCE
ISLANDIA CONDO
9550 S OCEAN DR, UNIT 1006
JENSEN BEACH, FL 34957
rm S M
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
208 SW EI EAN RIE LEVARD
STUART, FwRIDA 34994
772-220-4601
www.CSM-E.NET
CER RCATE OF AllTHORIZAMON: 29057
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NOA PRODUCT APPROVALS
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