HomeMy WebLinkAboutEngineering Windows & Door SpecsMCCUE RESIDENCE
NEW WINDOWS & DOORS,
T
SHEET
DESCRIPTION
S-1
COVER SHEET & NOTES
S-2
UNIT LAYOUT & SCHEDULE
SCOPE OF WORK
z
S-3
DETAILS
All" `T
S-4
NOA PRODUCT APPROVALS
1. MOBILIZE
2. REMOVE & DISCARD EXISTING WINDOWS & DOORS t
* e
TOTAL - 4
3. INSTALL NEW WINDOWS & DOORS PER PLANS
4. DEMOBILIZE
GENERAL NOTES:
CODES AND STANDARDS
1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES:
1.1. A FLORIDA BUILDING CODE 2014 5TH EDITION, FBC EXISTING 2014, ASCE 7-10, ASD, &
RISC
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 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 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 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.
STRUCTURAL DESIGN CRITERIA:
THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE, 5th EDITION,
FBC EXISTING 2014, ASCE 7-10, & ASD
r7tr-orl(7
ST. LI CIE COUNTY Pt'ILDLIG'D11MION
REVIEIVED F C L '.'CE
R.EVIE:ti'ED
DATE
PLAINS AN P MIT IMUST BE KEPT ON JOB
OR NO INSPECTION WILL BE MADE.
MEAN ROOF HEIGHT
140'
WIND LOAD
FBC 2014 5TH EDITION & CHAPTERS 1, 2, 26,
& 28 OF ASCE 7-10
WIND VELOCITY
170 MPH; ULTIMATE WIND SPEED
WIND VELOCITY
132 MPH; NOMINAL WIND SPEED
EXPOSURE
"D"; ENCLOSED DESIGN
Qz
96 PSF
Kd
0.85
Kz
1.52
EXPOSURE FACTOR
1.12
REDUCTION FACTOR
0.9
ROOF SLOPE
FLAT
LOAD COMBINATIONS
ASCE 7-10 CHAPTER 2.4: DL+LL; DL+0.6WL;
0.6DL+0.6WL
INTERNAL PRESSURE COEFFICIENT
+/-0.18 PER TABLE 26.11-1
RISK CATEGORY II
OCCUPANCY
RESIDENTIAL
CONSTRUCTION TYPE
V
GENERAL COMPONENTS AND CLADDING NOTES:
ALL DOORS & WINDOWS TO BE INSTALLED PER PRODUCT APPROVAL
AND MEET THE DESIGN PRESSURES PER PLANS. ALL DOORS AND WINDOWS SHALL
MEET OR EXJeEktgFffaWGRATTACHb1
ARE THE RESPONSIBILITY -OF THE
CONTRACTOR OF RECORD
THEE P1ANS .wn ALL PROPOS
AFtL 3UriJcC T TO ANY CORREIC "
REQUIRED BY FIELD INSPECTO _
MAY BE NECESSARY IN ARDER
COMP6Y WITI4 A61.APPLIDARLE
NEW WINDOWS & DOORS
MCCUE RESIDENCE
ATLANTIS III
10200 S OCEAN DR, UNIT 309
JENSEN BEACH, FL 34957
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ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
208 1 BE OCEAN BOULEVARD - SUITE I A
STUART, FLORIDA 34996
772-220-4601
www.CSM-E.NET
CERTIFICATE OF AUTHORIZATION: 29057
THE FTIDIEER FIEF M El 10SI.Y RESERVES HIS/HER COYIION
LAW COPMW AM OTHER PROPERW WM THESE PLUS MO
ORAWIRM ARE NOT TO BE BFPROOUCED, CFANGFD, COPIED. OR
ASRCHEO TO ANY THNO PARTY INANY FDR11 OR RPMU
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PETMISSIDI AND L)1SR1T OF CSW ENGINEENNO, I.I.C.
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AS AN PU R RIff OF PROF1390NAL SF W S PROPERTY OF
CSY ENMEEIM, LLC Mill S NOT M BE USED IN WHOLE OR N
PARE FOR ANY OMM PRMW W11HOLF THE WWREH
AUDWRPATTON OF CSM DOOM, U.C.
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NOTES & COMMENTS
ALL DaIDWS SIWL BE VETt 0 N THE FIELD BY THE
CONTRACTOR THE COMWCTOR TS RESPDBTBIE FOR TEE -
COORONATTOH OF ALL OOIDSORS.
ALL SCAB lHOr D PEETUN TO InW ROTS
DESI O BY. DUMB MM
DRAWN Of
Do= BO owmm WAM
SCAE: AS S M
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EXISTING DOOR TO REMAIN REAR PATIO
ENTRY
LIVING SPACE 0
4'-0"
(i
to
EXISTING UNIT FOOTPRINT
SCALE: 1/4" = 1'-0"
DOOR SCHEDULE:
DESIGNATION
APPROX OPENING
SIZE (WxH)
TYPE
QUANTITY
REMARKS
MANUFACTURER
PRODUCT
APPROVAL NO.
EVALUATION
AGENCY
EXPIRATION
DATE
MAX. DESIGN
PRESSURE
MIN. DESIGN
PRESSURE
EXTERIOR:
1O
10680
SLIDING DOOR
1
DOUBLE PANE, IMPACT
WINGUARD
NOA 15-1210.01
MIAMI DADE
04-14-2021
+/-60 PSF
+/-58 PSF
�2
6080
SLIDING DOOR
1
DOUBLE PANE, IMPACT
WINGUARD
NOA 15-1210.01
1 MIAMI DADE
1 04-14-2021
+/-60 PSF
+/-58 PSF
WINDOW SCHEDULE:
DESIGNATION
APPROX OPENING
SIZE (WxH)
TYPE
QUANTITY
REMARKS
MANUFACTURER
PRODUCT
APPROVAL NO.
EVALUATION
AGENCY
EXPIRATION
DATE
MAX. DESIGN
PRESSURE
MIN. DESIGN
PRESSURE
tO
7965
SINGLE HUNG
1
DOUBLE PANE, IMPACT
WINGUARD
NOA 16-0714.03
MIAMI DADE
07-30-2020
+/-70 PSF
+/-58 PSF
3637
SINGLE HUNG
1
DOUBLE PANE, IMPACT
WINGUARD
NOA 16-0714.03
MIAMI DADE
07-30-2020
+/-70 PSF
+/-58 PSF
O3
7337
SINGLE HUNG
1
DOUBLE PANE, IMPACT
VANGUARD
NOA 16-0714.03
MIAMI DADE
07-30-2020
+/-70 PSF
+/-58 PSF
NEW WINDOWS & DOORS
MCCUE RESIDENCE
ATLANTIS III
10200 S OCEAN DR, UNIT 309
JENSEN BEACH, FL 34957
rmmm
ENGINEERING
CIVIL ^ STRUCTURAL • MARINE
CSM ENGINEERING, LLC
20BI SE OCEAN BOULEVARD - SUITE 1A
STUART, FLORIDA 34996
772-220.4601
www.CSM-E.NET
CERTIFICATE OF AUTHORIZATION: 29057
TIE EHIDiER IiERM E7ERLSSLY RWN S HS/HER 001001
TAW COPfWff Ala OTHER PROPERTY H(7115 THESE PL46 AND
DRAWN ARE NOT TO RE iEPRMUCED: CHANGED, COPIED, OR
ASSWED 70 ANY 1HRD PARTY N ANY FORM OR YAHIER
WHOSOEVER WRHDIT "M OMOW 1HE EMPRESS WRITTEN
PERIISSIDN AND CONSTIT OF CSM DOOM. U.C.
TO DOCUENF, 7HE WITS. AND DLSIGIS NCORPORATED HERMI.
AS M OISTRIAENT OF PROFESSO X SEIM IS PROPM OF
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PART FOR ANY OTHER PROTEGE MUM THE WWO
A1111NYD7AHON OF CSM ENG (MM. UC.
I CSM.E)MEFERIC. LLC CFfRCI 102015 I
NOTES do COMMENTS
ALL I)NO DES %WL BE VERDIED N M FEED IN 11E
CORTRACTOR 7HE CONIRWIOR IS RESPONME FOR TIE
COOfaNATN7N OF ALL Dwaso S
ALL SC46 NDIGUED PERFAN TO 11xir ROIS
DESDEED Bf: awm WDDI DRAWN BY.
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CHARLES A DARDEN JR DATE
FLCM RMSME) RmRSSO W D+fiFm In 7®IO
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1/2" GYPSUM WOOD BOARD
1 X 4 PT. WOOD FURRING (AS REQ'D)
2 X 4 PT. WOOD BLOCKING
PER PLANS (AS REQ'D)
A
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 FBC 2014; 5TH EDITION.
3. WINDOW BUCKS ARE TO BE 1 X8 & 2x8, #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" A 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
1/2"
�1/4' TAPCONS @
STAGGERED PATTE
(NOTE 4)
co JL,� 3/4'
W❑❑D MATERIAL,
PRESSURE TREA1
(NOTE 3)
PTI❑NAL @
ROUGH ❑PENING
WINDOW/DOOR BUCK ANCHORAGE
NEW WINDOWS & DOORS
MCCUE RESIDENCE
ATLANTIS III
10200 S OCEAN DR, UNIT 309
JENSEN BEACH, FL 34957
c:sm
ENGINEERING
CIVIL • STRUCTURAL MARINE
CSM ENGINEERING, LLC
20B1 BE OCEAN BOULEVARD - SUITE 1A
STUART, FL13RIDA 34996
772-220-4601
www. CS M-E.NET
CERTIFICATE OFAUTHORIZATION: 29057
THE U MEED HEFM EFRES51.Y MOOS HS/HM MIDON
LAM COPIRW AND OTHER PROPERTY RNN M THFSE PUNS AND
DRAMM(S AM NDT TO BE R I RDDLIM, OWK D. COPED. OR
ASMIED TO ANY MRD PAW N AM FORM OR 4VDER
WMSOEVER WRMUF W OBTAR0110 THE D f M WRREN
PEIMMION AND M1109 OF CSW DMEOM UC.
T1 S MUM. M. THE IDFAS. NO OESIDI6 MODWOUTED HELM
AS M NSROYEM OF PROFESSIONAL SET= s PROPOW OF
CSF DICIR U C, LLC AM S NOT M BE I15ED, N WHOLE OR IN
PART FOR ANY OTHER PROJECT WMW THE WINRU1
A MIDWATI0N OF CSI DMEDIK UC.
CSN EN003M. LE.0 COPYRCIR 02015
NOTES & COMMENTS
ALL DRUMS STALL HE VEIM N 1HE FTELO BY nE
CONTRACTOR 1FE CORMAM IS R3POISM FOR THE
CWIODLATDN OF ALL DRID00I6.
ALL SORES RDICATED PEUAN M InIr PLM
DEMO BY-aVAI3 MM
DRAWN ET0
OEOND BO owm wmm
WAM AS sax
I PRDAM j:
Nc.769.10,
_
STATE OF • �_
CHARLES A EN JR DATE
Ilam1 RTEiEf® PER99OK OGNM NO. 7laI0
S-3
V
MIAMI•DADE MIAMI-DADE COUNTY
D 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) www.miamidade.guv/eeonomv
PGT Industries, Inc.
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 (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: Series "5500" PVC Single Hung Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation -
LM", sheets 1 through 13 of 13, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E:; bearilrg 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 NOA# 15-0519.05 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 Manuel Perez, P.E.
A NOA No. 16-0714.03
(f Expiration Date: July 30, 2020
Approval Date: August 18, 2016
t Page 1
MIAMI•DADE
MIAMI-DADE.COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 209
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadc.eovleconomy
PGT Industries
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 (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: Series "5570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1
through 21 of 21, prepared by manufacturer, dated 10105115, signed and sealed by A. Lynn Miller, P.E.
bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and
approval date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resisfsint =
Limitations:
1. See table 1(sheet 7) and tattle 2 (sheet 8) of this approved drawing set for applicable SGD unit sizes,
design pressures, reinforcements types, glass types, sill riser (detail sheet 4) and anchor requirements.
2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid
PVC to be labeled per referenced NOA's requirements.
3. Egress operable doors must comply with min clear width or height per FBC requirement, as applicable.
4. Pocket walls under separate approval, to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", noted herein.
RENEWAL of this NOA steal I 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 because. 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 and renews NOA 015-0409.02 and consists of this page 1 and evidence pages E-1, E-2, & E-3 as
well as approval document mentioned above:
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No.15-1210.01
Expiration Date: April 14, 2021
(tj \yC�t4 Approval Date: March3,2016
2 Page 1
NEW WINDOWS & DOORS
MCCUE RESIDENCE -
ATLANTIS III
10200 S OCEAN DR, UNIT 309
JENSEN BEACH, FL 34957
rm rm M
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
2081 SE OCEAN BOULEVARD - SUITE 1 A
STUART, FLDRIDA 34996
772.220-4601
www. C S M-E.NET
CERTIFICATE OF AUTHORIZATION: 29057
THE DIGIMI t HERETTY DIPfiMY RMMVLS HIS/FOR COW&I
LAW COPYFOIT AM OM PRDPERIY Rrt IM THESE PLANS AND
DRA. IN S ARE NOT TO BE REPROAICEO, OHA W. COPED. OR
ASWIED M AHY TM PARTY IN ANY FORM OR WMER
WKVSOEM WITHOUT FOW ORTARDNO THE rTFRM WR ITO
PER11=014 AND CO16EIIT OF CSN DGIEEEM U.C.
TO DOQIUDIT. 11E WAS, AM DESI:R6 INCORPOPoTTED IDItER♦,
AS M FSIRUNEHI OF PRUESSION& SDMM 6 PROPEREY OF
CSM ENCNEFTENO. LLC AM 6 NDT TO BE USED, IN WHOLE OR IN
PART FOR AHY OTHER PROJECr WIDW 111E WIa1TEN
AUOIO UTM OF CSY 1301E1ZQIG, LLC.
I CSM EHC M210, LLC COP1MW 02015 I
I NOTES & COMMENTS I
ALL DAIDISI 6 SIWL BE VERTU IN THE FEED IN THE
CMTRAODR THE CMIRACIOR 6 RESPON9HE FOR THE
COORWITTON OF ALL DYEH9O4S.
ALL SCAB RMTED PSW TO IM17• PLOTS
own Br: ama DYrttTl
SCAM AS SM PROW
No.76910 %I
GT.AT C
rim � `0RIQN- ,• �N
VCHARLES A DARDEN JR (/ DATE
NDM R M5TOKD'f ZFMOIAL FMiFllt ff IR 'MID
S-4