HomeMy WebLinkAboutPLANS 1rr
,R
SCOPE OF WORK
1. MOBIUZE
2. REMOVE & DISCARD EXISTING WINDOWS
3. INSTALL NEW WINDOWS PER PLANS
4. DEMOBILIZE
GENERAL NOTES:
CODES AND
GREENBERG RESIDENCE
NEW WIN1OWS FILE COPY
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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 WRIRNG 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 DEMOUITON THE CONTRACTOR WILL COORDINATE HIS
ACTMDES 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 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 AND NOTFY 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
QUAUIY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED
OR NOTED SHALL BE PROVIDED AND APPROVED BY EOR.
SHEET
DESCRIPTION
S-1
COVER SHEET & NOTES
S-2
UNIT LAYOUT & SCHEDULE
S-3
DETAILS
S-4
NOA PRODUCT APPROVALS
TOTAL - 4
SCANNED
BY
St. Lucie County
THESE PLANS AND ALL PROPOSED VVORIC
ARE SUBJECT TO ANY CORRECTIONS
-REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLI1-.4BLECWE5.
STRUCTURAL DESIGN CRITERIA:
TRE-D-ESIGN COMPLIES 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
EXPOSURE FACTOR
REDUCTION FACTOR
ROOF SLOPE
LOAD COMBINATIONS
INTERNAL PRESSURE COEFFICIENT
RISK CATEGORY II
OCCUPANCY
CONSTRUCTION TYPE
140'
FBC 2017 6TH EDITION, ASCE 7-10
170 MPH; ULTIMATE WIND SPEED
132 MPH; NOMINAL WIND SPEED
'D'; ENCLOSED DESIGN
96 PSF
0.85
1.52
1.12
0.9
FLAT
ASCE 7-10 CHAPTER 2.4: DL+LL; DL+0.6WL;
0.6DL+0.6WL
+/-0.18 PER TABLE 26.11-1
RESIDENTIAL
V
DIMENSIONS: GENERAL COMPONENTS AND CLADDING NOTES:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST 1. ALL WINDOWS TO UL INSTALLED PER PRODUCT APPROVAL
DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL AND AND MEET THE DESIGN PRESSURES PER PLANS. ALL WINDOWS SHALL
STRUCTURAL DRAWINGS. ANY DISCREPANCIES IN NOTES OR DIMENSIONS Swill BE BROUGHT TO MEET OR EXCEED +/-58 PSF PRESSURE
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
NEW WINDOWS
GREENBERG RESIDENCE
ISLAND CREST
10680 S OCEAN DR, UNIT 703
JENSEN BEACH, FL 34957
C5M
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
2001 SE OCEAN SOUI_EVARD - SMITE IA
STUART, FLORIDA 34996
772-220-460I
NW W.CSM-E.NET
CERTIFICATE OF AUTHORIZATION: 29US7
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No. 76910
�-10
��Q '• STATE OF
MAKES A aV✓OEEH JR DATE
R6S1�IO®lf1® m 1NIE
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COVER SHEET & NOTES
xaa r.
S-1
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REAR PATIO
INSTALL NEW WINDOWS IN EXISTING OPENING
ENTRY
LIVING
SPACE
O
INSTALL NEW WINDOWS
IN D(ISTING
OPENING
EXISTING
UNIT FOOTPRINT
SCALE: 1/4" = 1'-0"OF
ti
WINDOW SCHEDULE
DESIGNATION
APPROX OPENING
TYPE
QUANTITY
REMARKS
MANUFACTURER
PRODUCT
EVALUATION
EXPIRATION
MAX. DESIGN
SIZE (WxH)
APPROVAL N0.
AGENCY
DATE
PRESSURE
1Q
6262
SINGLE HUNG
7
DOUBLE PANE IMPACT
PGT
NOR 16-0714.06
YIANI DAOE
03-26-2021
+/-80 P6F
Q
7362
SINGLE FNNG.
1
DOUBLE PANE, IMPACT
PGT
NOA 16-0714.06
xIANI OAOE
03-26-2021
+/-BO Pff
'+
NEW WINDOWS
GREENBERG RESIDENCE
ISLAND CREST
10680 S OCEAN DR, UNIT 703
JENSEN BEACH, R 34967
csm
ENGINEERING
CIVIL STRUCTURAL MARINE
CSM ENGINEERINGI LLC
2081 SE OCEAN BDIILEVARD • 5111TE lA
6TIIART� FLORIDA 34996
'!�2.220-4601
www.C6M-E.NEi
CEfitIFICATE OF ALITHCRIZATICN: 2906'7
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_ No.76910
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CFWdFS A 61RDEN JR DATE
RODIRD44Y. {NRSTfOtlL uom nNllo
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UNIT IAYOUi &SCHEDULE
S-2
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)
HIaWI
--LASH] NG/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
& EKISTING; 6TH EDITON; 2017
3. WINDOW BUCKS ARE TO BE IX8 & 2x8, #2 S.Y. PINE, P.T. PER INDUSTRY STANDARDS.
BUCKS ARE TO BE FULLY BONDED TO MASONgR�Y FWQ/�SSIIKBA Ito�ECCONpSTRRUUCHDON7}{ADHESIVE. FOR
DOUBLE BUCK INSTALLATION, WC�'S CAgh TOr MINIMUM PENEf&0 %Q 3/4" INTO
4. FASTENERS ARE TO BE 1/4" P
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'
7
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W
TREATED El
n
RS
I
ROUGH ❑PENING _I
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WINDOW/DOOR BUCK ANCHORAGE
PATTERN
I/4' TAPCGNS @
STAGGERED
NEW WINDOWS
GREENBERG RESIDENCE
ISLAND CREST
10680 S OCEAN DR, UNIT 703
JENSEN BEACH, FL 34957
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ENGINEERING
CIVIL • STRUCTURAL • MARINE'
CSM ENGINEERING, LLC
2081 BE OCEAN BOULEVARD • SUITE IA
SMART, FLORIDA 34996
772,220-4601.
. CSM-E.NET
CERTLFICATE OFALITHRATI ORON: 29057
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No. 76910
pQ STATE OF :(/�
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CN 1AF.S A OkRDEN JR BATE
R EDEREE�0.OGFflI Omu.
DETA LS
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MIAMI•DADE MIAMI-DADE COUNTY
c PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w v v.mixmidnde.eov/economy
PGT Industries, Ine.
1070 Technology Drive
North Venice, FL 34275
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 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 Bad 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: Series "SH-700" Aluminum Single Hung Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact', sheets 1
through 11 of 11, dated 09/01/05, with revision F dated 05/05/16, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, 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.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's 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 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 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 the job site at the request of the Building Official.
This NOA revises NOAH 15-0519.08 and consists of this page I and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation wasreviewed by Manuel Perez, P.E.
G NOA No. 16-0714.06
Expiration Date: Mareh26,2021
Approval Date: August 18, 2016
Page I
NEW WINDOWS
GREENBERG RESIDENCE
ISLAND CREST
10680 S OCEAN DR, UNIT 703
JENSEN BEACH, Fl. 34957
CSM
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
2081 BE OCEAN BOULEVARD • SUITE IA
STUART, FLORIDA 34996
772-220-4601
..CSM-E. NET
CERTIFICATE OFAUTr1ORIZADON: 29057
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OVALIS A INISVII JR GLEE
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NOA PRODUCT APPROVALS
DEC
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