HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: p SCANNED
DATE. FILED: BY PERMIT # 1710-0268
_ St. Lucie Countv
REVISION FEE: RECEIPT
,#
PLANNING & DEVELOPMENT SERVICES_
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
NIAY BE NECESSARY IN ORDER TO
CO[ i1V \AJITH ALL APPLICABLE COVES.
BUILDING & CODE REGULATION DIVISION
2360 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT
PROJECT INFORMATION
JAN 2 4 2018
Permitting
LOCATION/SITE
ADDRESS:
10044 S. Ocean Drive Unit 806
Jensen Beach, FL 34957
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Customer is adding a front door.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME: The Glass Professionals
QUALIFIERS NAME:
Dave Laprade
ADDRESS: 3570 SE Dixie Hwy
CITY: Stuart STATE: FL
PHONE (DAYTIME): 772-286-0459
OWNER/BUILDER INFORMATION:
NAME: Parker Residence
S. Ocean Drive Unit 806
CITY: Jensen Beach STATE: FL
PHONE (DAYTIME: 810-3944251
ARCHITECT/ENGINEER INFORMATION:
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIANCEi
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
ST. LUCIE CO CERT. #: 19363
ZIP: 34957
772-286-0461
I L E tL �S�":"yVA
FAX: N/A
ZIP:
NAME: -
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX:
SLCCC: 9123109
Revised 06130117
ASS
1�; Inc. ��/
Specializing in
Custom Mirrors , Shower Doors - Table Tops
1 035" x 447"
iO7 "x SO" 7— 35" x'F-7"
sGp 9510 al SN SEW
C�)PW55yO
JAN 2 4 2018
Permitting
3arvr ni'denCe
10014 S. ocean Dr.
urn i { pso(a
Jfensen Beaeh, FL
: �I0 5-7
Sea lti i nd S
3w'z4�"i.11 2@35"x4-7
C�,;ar�tsr,rs adiril >�
1,m,pac-F'1�rtry doc�v"
1ISE WA
3570 S.E. Dixie Highway • Stuart, Florida 34997 • (772) 286-0459 • Fax: (772) 286-0461
,r
®plastpro
o22
5200 W. CENTURY BLVD. W N a
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain w z
Rustic / Mahogany Ce a
Series O Fiberglass Door
INSWING / OUTSWING
r,iMPacr,
GENERAL NOTE
1. This product has been evaluated and Is in compliance with the 6th Edition (2017) Florida BuRdI g 0
Code (FBC) stmctuml requirements including the"High Velocity Hunlcano Zone"(HVHZ).
2. Product anchors shoB be as ruled and spaced as shown on details. Anchor embedment to base
material shall be beyond well dressing a stucco. {�
3. When used In the "HVHP ih6 product complies with Section 1626 of the Flodda Building Code and
does not require an Impact resistant covering.
4. When used In areas outside of the"HVHr requiring wind bome debris protection, this product
complies with FBC Sections 1609.1.2 & R3012.12 and does not mqutre an Impact resistant covering.
This product meets mlssllo level "0' and Includes Wind Zone 4 as defined in ASTM E 1996 and FBC
Sections 160?.122 & R301 ZU1.
S. For 2astud construction, anchoring of these units shall be the same as that shown for2K buck masonry
construction.
6. Site conditions that deviate from the details of this drawing require furtherengineedng analysis by a
licensed engineer or registered achttect.
7. OutswingconflguraflommeetwaterinHlmHonmquimmentsfmliVHZ. ABothercon8gumtionsdo
not meet the waterldBtrotion mclulrements forihe "WHr and must be Installed only in non habitable
areas or at habitable locations protected by an overhang or canopysuch that the angle between
the edne of canopy aroverhang to sill Isles than 45 degrees.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
SHEET®
DESCRIPHON
1
Typlcd Elevations, Design Pressures & General Notes
7
Horizontal & Vertical Cross Sections (Direct to Masonry)
2
Door Panel Details
8
3-polnl lock details
3
Horizontal & Vertical
Cross Sections
(2X Buck
9
3-Point lack detdB
4
Horizontal & Vertical
Cross Sections
(IX Bur-kl
10
Buck end name anchoring
5
Horizontal& Vertical
Cross Sections
(Direct to
Masonry
I
Components
6
Vertical Cross Secflans (ftesholdsl
12
Bill of materials
0" MAX. OVERALL J
FRAME WIDTH
III pill DmII
CONFIGURATION
MAX. 1
-:FRAME'
pIMENSION
DESIGN PRESSURE (PSPIt
-
POSITIVE
NEGATIVE:
X
37.5" x 82.0"
+75.0
-75.0
See sheets 2 forhardwae design pressure Smltadons
FL-15210.1
O
OX I E%IERIOR I 0.41�
\ INTERIOR 1 \
HINGESRLE(LVLI LATCH SULE(LVL) CAP(PVC)
(@HORIZONTAL CROSS SECTION
2
357S' MAX OA
WIDTH
x I \ SEEHARDWARETABLE
SEE HARDWARE TABLE
40 OOOR PANEL
Past
moo
KNOB: SIGNANEESERIES
± 75
DFADBOLT. SIGNATTIRESERIES(980)
SCNUIGE
KNOB: 'rSERIES(Fsl)
±7S
DEADBOLT: R•SEMS(B&016R)
PAMIX
IFVEE: FLUSERIES
± 7S
DEADSOLD FDTSERIES
HOPPE
MULTIPOINTLOCK: HIS90003-POINTTONGUE
+50
ENDUKA
MULDPOINT LOCK: MILENNIUM3000(340
}75
See sheets 5 and 6 for mulfipolnt lackdeta3s.
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BUILDING CONSULTA , INC.
P.O. Bow 230. Vold.. M 33595
ft... No.: 513.659.8197
OR ASSEMBLY:
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EBPE CA No. 9813
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REVISIONS
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•
V TYP. HEAD
8• JAMBS .._
MASONRY
OPENING
2X BUCK
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4
BUCKANCHORING
CONCRETE ANCHOR NOTES:
I. Conaefe anaM1abroKoeU of 1M1e caner maybe atlJusfatl fo maNroln Ida min.
edge dabnceromotapbw.
R. CanoafeancMrbealbmswhtlos •iAAK. ON CEN1DtrrwlbeatlJesledb
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mayberegraeAro erase ffn'MA1C ON CENf9tmnembnae rofe¢eetleQ
3. Conaefe acAabde:
ANCHOR
ANCHOR
MIN, t'
MIN. fLFAFANGE
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ro NO DATE COMPONENTS VY Ph. N BI 9513 9]
REVISIONS FBPE CA No. eB1J
� 2012 Yv COneY�TI.Me IM[.
` Q�................•
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BILL
OFAUi1ER1AlS
IIEM#
DFSCAIPT/ON
MATEIVAI
SITE SPECIFIC FL-;,IOR PLAN:
SCALE: N.T.S.
UNIT
#806
BUILDING FOOTPRINT
PLAN VIEW
UNIT
NEXT
DOOR
BALCONY
O
7 &
170.0' N COW
O O O
UNIT #806
N80 FT ABOVE GRADE
FLOOR PLAN AND UNIT LAYOUT
UNIT
NEXT
1909m
DESIGN NOTES:
FLORIDA BUILDING CODE FEDITION (2014) ASCE 7-10
Vult=170 MPH / Vasd=131.'', mrri (3 SECOND GUST), EXPOSURE'D', ENCLO��'� STRUC�`J�f,l I /)
QSK 0025ORY=II, Kd=0.8V Kzt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18 ON
P = Qh ((GCp)-(GCpi)) `� O�iODO N M. .....
MRH=140', ZONE(S) AS NOTED, ROOF TYPE 'MONOSLOPE', ROOF SLOPE 0.00 \ LICFN
PRESSURES: NOTED BELOW
INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS * ; NO PFn.._
GENERAL NOTES:
1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FBRdE•jtEFBRENC�ED
STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS PROP YD
PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR'IMPLIED, IS OFFERED A5 7H cc44����..,,jjID��
OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRDS. S17IgLIE55 . ,.
PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HERELTy. V r.t1
2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUTR�/��1�9ES.`
EGRESS ISSUES ARE TO BE ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING/0jT)TpIy.I
3. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS
WORK REPLACES THE EXISTING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING HOST STRUCTURE,
THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO
RE -INSPECT AND RE-EVALUATE DESIGN. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN.
SINCE IT IS NOT PRUDENT TO PERFORM DESTRUCTIVE TESTING AT THIS TIME, THE CONTRACTOR SHALL VERIFY
DURING CONSTRUCTION THAT THE SUBSTRATE IS OF THE TYPE AND CONSTRUCTION THAT IS IN CONFORMANCE
WITH THE INTENT OF THE PRODUCT APPROVAL BEING UTILIZED WHICH MUST BE SOUND FOR INSTALLATION OF
THIS SYSTEM AND SHALL NOTIFY THIS ENGINEER IF ANY DEFICIENCIES OR ABNORMALITIES ARE OBSERVED. USE
OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THESE TERMS.
4. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL CONFORM TO
THAT OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN.
S. ANY JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT
COMPLYING WITH AAMA 800 AND ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION
AND CONTRACTION, AND ASTM C1281 OR AAMA 812 FOR THE TYPE OF SEALANT TO BE SELECTED WHICH IS
OUTSIDE THE SCOPE OF THIS CERTIFICATION.
6. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT
ELECTROLYSIS.
7. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O. AND
SHALL BE MINIMUM 1.SX THICKER THAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHALL MEET OR
EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND SHALL BE IRON -FREE, NON -SHRINK AND
NON -REACTIVE.
B. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND
2.SxDIAMETER MIN SPACING TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE.
9. ALL FASTENERS TO BE #12 X 3/4- OR GREATER 2024-T4, 18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR
CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH J.3.1,
SPECIFICATIONS FOR ALUM. STRUCTURES -SECTION 1, THE ALUMINUM ASSOCIATION,INC., & APPLICABLE
FEDERAL,STATE, AND LOCAL CODES.
10. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY
SLIGHTLY, TO THE EXTENT THATTHE OPENING AREA IS NOT SMALLER THAN 5% OF THE ENGINEERED DESIGN.
CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION.
11. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS
SPECIFICATION BY CONTRACTOR, et. a). INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST &
DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM
ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL
CODES & FROM DEVIATIONS OF THIS PLAN.
12. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON
CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE
OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD
VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY
TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF
EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.
13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
* ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR
CERTIFICATION *
DESIGN INFORMATION:
MARK
QTY
W x H (in.),
ZONE
DESIGN
PRODUCT
PRODUCT MODEL
MULLION
MULLION SIZE
PRESSURE
APPROVALS
APPROVALS
In.
1
(1)
107.00 x 80.00
4
+51.85 / -58.21
15-1210.D3
SERIES 5570/2770 VINYL SGD
N/A
N/A
2
(3)
35.00 x 47.00
4
+57.13 / -61.91
16-0714.19
SERIES PW-5540 PVC FIXED
16-0238.03
1 x 4 x 0.125
WINDOW
3
(2)
35.00 x 4].00
4
+57.13 / -61.91
16-0714.03
SERIES 5500 PVC SINGLE
16-0218.03
1 x 4 x 0.125
HUNG WINDOW
4
(1)
34.00 x 47.00
4
+57.13 / -61.91
16-0714.03
SERIES 5500 PVC SINGLE
WA
N/A
HUNG WINDOW
5
(2)
35.00 x 47.00
4
+57.13 / -61.91
I6-0714.03
SERIES 5500 PVC SINGLE
16-0218.03
1 x 4 x 0.125
HUNG WINDOW
6
(1)
36.OD X 80.DD
4
+57.13 / -61.91
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