HomeMy WebLinkAboutBuilding Permit Application FALL APPLICABL INFO UST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: Permit Number: /(;/
............... I....... ... 6
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue,Fort Pierce FL 34982
Phone-1(772)4624553 Fax: (772)462-1578 Commercial Residential
PERMIT APPLICATION FOR: To Select from dro0ox, click arrow at the end of line
Address: 6802 LAKELAND 131,11D
Legal Description: CHANGE OUT DOOR NO SIZE CHANGE
Property Tax ID#: 1301-611-0$86m00072 Lot No,3
Site Plan Name: Block No. 118
Project Name: WITTKOETTER
Setbacks Front Back. Right 5lde; Left Side:
R"I% "N_
_3%
RK M"e
CHANGE OUTDOOO SIZE CHANGE
nk"q-'a
q' "IR
ffl
A00itionalworKtopepertormed ppl-
Gas Piping Shutters
HVAC ank 1:1 .
0 1 . 1-1 Gas T' I J Windows/Doors
UElectricUPlumbing lu 1jSprin*Igrs Generator 11Roof
-of,Fir
Total Sq. R of Construction: 5 I't First A Floor!
4, -
Cast of Construction;$ Utilities: UJ
$ewerI—J$qpjiC Building
Height
Name WILLIAM&KAREN WITTKOETTER Name: J&G CARPENTRY INC.
Address:6802 LAKELAND BLVD Company: J&G CARPENTRY INC.
City: FORT PIERCE State:F4 Address-, 13461 79TH COURT N
Zip Code: 34951 Fax; City,, FORT PIERCE State:FL,
Phone No,314 750 0606 Zip
Code- 35412 Fax:
E-Mail; Phone No, 5618554052
Fill in fee simple Title Holder on next page(if differeilt E-Mail;
from the Owner listed above) State or County License; CQCO22831
Ifvalueof construction is$2500 or more,a RECORDED Notice of Commencement is required,
r S� '�'LEMENT�L EC3N�ST�t,t�CT1ON �F�N E.�1U1/�iNFC1RI�ATlO.I�� � � n `,� r< ��
�DESIGNER�ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not A licable
iName: Name:
Address: Address:
City: State: City: State:
/ Zip: Phone: Zip: Phone:
FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: _Not Applicable
Name: Name:
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St,Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such
structure.Please consult with your Home Owners"Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency reviews room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commmcing work or recording our Notice of Commencement.
ig`nature of -ner/Lessee/.Agent` ature of Contractor/License Holder
STATE O FL IDA STATE OF FLORIDA
COUNTY �-.LeC_ �u COLJ TTY JF—
The forgoing instrument as acknowledged before me The forgoing instrurnen was acknowledged before me
this day of (' z0( by this-day of �C 20 by
(Name Tperson acknowledging) 4fVatmQ of person acknowledging j
n�tue of No.a uf3lic St of IQriiia} (signature . �Jota- Public St_:of Florida)
Personally Known OR Produced Identification Personally Known ✓ QR Produced Identification
Type of Identification Produced Type of Identification Produced
Commission No.` LAURA M.SU
�I(a� .. ly, r4.
sIQ No, a,p,._ (Sea l)
os Notary Public-Sate otlda 2 ANGEIAYOUNG
My Comm.Expire OCt2018 MY COMMISSION K FF 951069
_...• --�
vrF °p omm ss on#` 1�28� 9• . as i c A��ir1_.`20��
Revised 07/15/2014 "" Bonded through National Notary Assn. 7 J%C 6ondz 1 hru 6091t'
udget Noay Sernces
REVIEWS FRONT ZQNING SUPERVISOR PIL N`� VEGETATION SEA TURTLE MANGR9VE
COUNTER REVIEW RIVIEW REVIEW REVIEW REVIEW REVIEW
COMPLETE
INITIALS
NOTICE OF PRODUCT CERTIFICATION
141"'�cearrfi/`
wo �At ,4«pa boy Company: Masonite International Corporation Certification No.: NI006900.03
1955 Powis Road Certification Date: 01/14/2007
West Chicago, IL 60185 Expiration Date: 12/31/2020
N �
Revision Date: 11/21/2014
Product: Fiberglass Glazed Inswing or Outswin Door w/and w/o Non-Impact Rated Sidelites
(w/Wood Frame unless noted)
ED Pao.; Specification: TAS 202/ASTM E330
The"Notice of Product Certification"is only valid if the NAM[Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listin at www.Namicertifcation.coni. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number&
Outswing Opaque Size Pressure Pressure Rated Comments
X I/S Glazed 3'0"x 6'8" +52/-52 2.86 psf No NCTL-210-3108-I/CTLA-805W-2
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0162-07
X O/S Glazed 3'0"x 6'8" +55/-55 6.00 psf No NCTL-210-3108-I/CTLA-805W-2
Single 8.25 psf* Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0162-07
XX I/S Glazed 6'0"x 6'8" +52/-52 2.86 psf No NCTL-210-3108-1/CTLA-805W-2
Double Maximum Panel Size:3'0"x 6'8"
XX O/S Glazed 6'0"x 6'8" +55/-55 6.00 psf No NCTL-210-3108-1/CTLA-805W-2
Double 8.25 psf* Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0162-07
Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0162-07
XO/OX O/S Glazed Door 6'0"x 6'8" +55/-55 6.00 psf Door-No NCTL-210-3108-I/CTLA-805W-2
Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0162-07
OXO I/S Glazed Door 910"x 6'8" +52/-52 2.86 psf Door-No NCTL-210-3108-1/CTLA-805W-2
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0162-07
OXO O/S Glazed Door 910"x 6'8" +55/-55 6.00 psf Door-No NCTL-210-3108-1/CTLA-805W-2
Single w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0162-07
OXXO I/S Glazed Doors 12'6"x 698" +52/-52 2.86 psf Doors-No NCTL-210-3 108-I/CTLA-805W-2
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0162-07
OXXO O/S Glazed Doors 12'6"x 6'8" +55/-55 6.00 psf Doors-No NCTL-210-3108-1/CTLA-805W-2
Double w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0162-07
*Denotes High Dam Threshold Design
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
MIN
/ 149".MAX. OVERALL FRAME WIDTH OQC
GCIJI)�1-lC' 0 0
SIDE-HINGED FIBERGLASS DOOR UNIT 21"" MAX 56.5/5" MAX. a CO
D.L.O. -PANEL V/0111- 37.5'" MAX. ¢ O
6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES V1/ASTRAGAL I I-FRAME MOTH ~ � Cl�J
GENERAL NOTES Z
EVALUATED FOR USE IN LOCATIONS ADHFRING TO
W
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z
DESIGN LOADS =0H BUILDINGS AND OTHER STRUCTURES, W lC]
DCES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. WHEN INSTALLED IN THE HIGH VELOCITY I-URRICANE ZONE (HVHZ), voi Z
HURRICANE PROTECTIVE SYSTEM (SHLTTERS) IS REQUIRED. O
J. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, >C ¢ W
EXC_UDING THE HIGH VELOCITY HURRICANE. ZONF (HVH7), z S
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON22
PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS = J m =
WITH NUN-IMPACT GLASS. �� o U
W
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 x
AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. s
O v C j N
5. PLASTICS TESTING OF FIBERGLASS FACING: � �g o o'o
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM D1929 752 -F > 650 -F
RATE OF BURNING ASTM 0635 0.55 IN MIN g w z
SMOKE DENSITY ASTM D2843 53.4% o 2
TENSILE STRENGTH- ASTM D636 3.27 DIFF
�W O
6. PLASTICS TESTING OF LITE FRAME MATERIAL: o
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM D1929 /40 -F > 65D 'F DOUBLE DOOR UNIT W/SIDELITES a_ a
RATE Of BURNING ASTM 0635 0.77 IN M:N AddEndIDI110 NAM N 1n N vl}
SMOKE DENSITY ASTM 52843 13.4% N L U)V m
TENSILE STRENGTH- ASTM D638 -7.50% DIFF CetiBcalmNo.: N1606
2
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING Oa13 n-VICA'.; q/a. J„ O 0�
4500 HOURS XENON ARC METHOD 1 - Z?
7. IMPACT GLAZING IAMI A11 DADS BCCO NOA 09-0127.13. U�
cn
O w,�
- gown
1J D_In O Z
w >O
Q U 0 W
J SQ K
�m20
e e e e
e m o I to ^OOOw
Li
1 n N N Q
SINGLE DOOR UNIT R OR NI INGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES
WITH SIOELITE WITH SIDELITE DD a z
WHERE WATER INFILTRATION PERFORMANCE IS DATE: 1/5/07
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE /J��
SHEET' Ij DESCRIPTION CONFIG MAX WIDTH INSWING OUISWING INSWING OUISWING OUISWING• 4 LW�' SCALE: N.T.S.
+52.0 -52.0 +55.0 E-5
+19.0 -19.0 +55.0 -55.0 DwG.BY: SWS
TYPICAL ELEVATIONS & GENERAL NOTES XX ';74 +52.0 -52.0 +55.0 +19.0 -19.0 +40.0 -40.0 +55. -55.2 ANCHORING LOCATIONS & DETAILS OX XO +52.0 -52.0 +55.0 +19.0 -19.0 55.0CHK.BY:
3 ANCHORING LOCATIONS & DETAILS 0X0 112.5 +-52.0 -52.0 +55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 KURT BALTHAZOR DPAwING No.:
+52.0 -52.0 +55.0 119.0 19.0 140.0 40.0 155.0 -55.0 FLORIDA P.E.
• High Dam Th-esho�d Design //56533 DWG-MAI OF.3-07
SHEtI 1 OF 3
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6"- - SEE DETAIL -3•• 6•' U �
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E. Z J
6" 6..-I- - -6 6.•-I I I I I { { - I-6" 6' -I - I w `Z
n n i o o c ^r1 z U)
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SEE DETAIL SEE DETAIL
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w �
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6 SEE DETAIL r 6 ptlderdwntONAMI a 2 3 3}
..F.' 0 cn in(n m
Ceddlcalim W.' N i G l G 9 O '.7 z -r N
Renewed By. o CD Z
#8 x 2-1/2' DORetiw-:
U J
L u
ASTRAGAL RETAINER BOLI HOLE So�0 In
MUST BE DRILLED THROUGH CL W o 0
#10 x 2" THE THRESHOLD & INTO THE w¢ v1
#8 x 2-1/2 S 1RUC I URE DEEP ENOUGH w Ln Z al w
DETAIL "E" ASTRAGAL --
#10 x 5/8'r FOR A 1-175" THROW r
#8 x 2-1/2" #10 x 3/4" ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME DETAIL "F" AS TRAGAL m
#10 x 5/8" AS SHOWN. ^O O U
❑ #10 x 3/4"
n N N Q Q
�[ 0.124"ANNEALED DECORATIVE INSERT
1t �•-�d.
10 x 2" 0.090"SAFLEX IIIG (OPTIONAL) DOW B32�
FRAME / DOOR 0.124'ANN--FLED— .0124"TEMP. 16 X I-1/2'PHS
DETAIL "D" DETA-L "C" 0000<6Z
TYPICAL
A-A
DOW 832 °•ta•`;1•" ;•sr-:•..• DATE: 7/5/07
Q962"{ DOW 832
'..1r.y• •is;A�y SCALE: N.T.S.
�-�d 1.75" - 11.047" •°:•A•$ DOW 832 .-•P-.•
1.375" •.•chi CHK.BY. SNJS
{ T E%TERIOR IN RI XT R R NI TFRIOR CNK.BY:
TYPICAL GL/1ZIN 3 DETAIL TYPICAL GLAZING DETAIL DRAWING NC.:
INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD DWG-MA-FLO162-07
IMPACT RATED GLASS NON-IMPACT GLASS
SHEEP _2 OF 3
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 502A
336-945-9695 Date: 12/29/09
Product. Double Door with sidelites 12'x6'8"
Scope:
This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies
only to the product described herein.These calculations comply with requirements of the Florida Building Code.
Drawings verification:
This analysis verifies anchoring for the following drawings:
DWG-MA-FLO120-05 DWG-MA-FLO132-05 DWG-MA-FLO147-06 DWG-MA-FLO162-07
DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07
DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG-MA-FLO170-07
DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG-MA-FLO155-06 DWG-MA-FLO172-07
DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FL0174-07
DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FLO175-07
Anchors to be qualified:
1. #10 Wood screw,for installation in wood frame substrates.
2. 3/16"ITW Tapcon,for masonry installation
Anchor capacity in shear condition:
Fastener type:#10 wood screw (NDS 2005,11.3)
Side member: Douglas Fir-Larch Main member:Spruce-Pine-Fir
Side member thickness: ts= 1.000 in Main member thickness: tm= 1.500 in
Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi
Minimum required penetration: 1.330 in Screw bending yield strength: Fyb= 80,000 psi
Duration Factor: Co= 1.6 Tabulated lateral design value: Z= 107.0 lbs
Allowable Design Value: Z'= 171 lbs/anchor Mode IV
Fastener type: 3/16"ITW Tapcon N.O.A.07-1126.10
Substrate: Hollow block
Minimum embedment: 1.25 in
Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in
Tabulated shear design value: Z= 112 lbs Actual C To C spacing: 3.00 in
Minimum edge distance: 2.63 in C to C spacing factor: 1.00
Tabulated shear design value: Z= 197 lbs
Actual edge distance: 2.50 in
Design value per interpolation: Z= 189 lbs
Allowable Design Value: Z'= 189 lbs/anchor
Minimum anchor capacity: 171 lbs/anchor
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations,minimum required anchors
Double. Pressure against stops with bump threshold:
36.38 36.38 Design pressure: 60.0 psf
Max. Anchor
� Al �� Al � � Area Load Ind.
�/ Zone (ft) (lbs) (in) O.C. Cap. Qty Load Result
Az— — A2 79.25 (in) (lbs) (lbs)
. Al 2.3 138 N/A N/A 171 1 138 OK
Al / Al
AZ 7.7 463 6.00 21.00 171 5 93 OK
72.75 A3 1 7.7 1 463 1 N/A N/A 1 171 3 154 1 OK
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Luis R.Lomas P.E.
FL No.:62514
1 of 4 1/7/2010
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 502A
336-945-9695 Date: 12/29/09
Double. Pressure away from stops:
36.38 36.38
Design pressure: 60.0 psf
Area Load Ind. Max. Anchor
_ Zone O.C. Cap. Load Result
All - Al 79.25 (ft) (lbs) (in) (in) (lbs) QtyLoad
Al 10.0 601 6.00 21.00 171 5 120 OK
A, 10.0 601 N/A N/A 171 4 150 OK
72.75
Double. Pressure against stops with saddle threshold:
36.38 36.38 Design pressure: 60.0 psf
-/--
Area Load IndMax. Anchor
.
Al Al Zone z O.C. Cap. ty Load Result
(ft) (lbs) (in) (in) (lbs) Q (lbs)
A2- A2
79.25 A, 2.3 138 N/A N/A 171 1 138 OK
A, 8.9 532 6.00 21.00 171 5 106 OK
A3 1 7.7 1 463 1 N/A I N/A 171 3 154 OK
72.75 A4 1 10.0 601 N/A I N/A 171 4 150 OK
Double with sidelites. Pressure against stops with bump threshold:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Max. Anchor
Area Load Ind.
Zone z O.C. Cap. Load Result
Al A4 A4 / Al (ft) (lbs) (in) Qty
A _ _ At 2.4 146 N/A YY /� (in) (lbs) (lbs)
_ N/A 171 1 146 OK
1 J f J\ 79.25 Az 7.9 473 6.00 21.00 171 5 95 OK
Al Aa A4 Al A3 1 7.8 468 N/A N/A 1 171 3 156 OK
A4 2.3 138 N/A N/A 171 1 138 OK
147.75 A5 7.7 463 N/A N/A 171 3 154 OK
Double with sidelites. Pressure away from stops:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Max. Anchor
Area Load Ind.
Zone z O.C. Cap. Load Result
Al / Al (ft) (lbs) (in) (in) (lbs) Qty (lbs)
P3 P4 A3 YA2 79.25 Al 2.4 146 N/A N/A 171 1 146 OK
A2Y
AZ 7.9 473 6.00 21.00 171 5 95 OK
Al Al A3 1 8.9 1 537 1 N/A N/A 171 4 134 1 OK
A4 1 10.0 1 601 1 N/A N/A 171 1 4 1 150 OK
147.75
Double with sidelites. Pressure against stops with saddle threshold:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Max. Anchor
Area Load Ind.
' ' ' Zone z O.C. Cap. Load Result
I Al /\
As \Y/ l / (ft) (lbs) (in) (in) (lbs) Qt' (lbs)
As
6 A� 2.4 146 N/A N/A 171 1 146 OK
- 79.25 AZ 7.9 473 6.00 21.00 171 5 95 OK
Al Al \
A3 1 7.8 1 468 N/A N/A 171 3 156 OK
A4 8.9 537 N/A N/A 171 4 134 OK
147.75 A5 2.3 138 N/A N/A 171 1 138 OK
A6 7.7 463 N/A N/A 171 3 154 OK
A7 10.0 601 N/A N/A 171 4 150 OK
R t 0
• 51 °
TATE OF 0• °��` Luis R.Lomas P.E.
e
�< O4`.° FL No.:62514
2 of 4 // ►• ,fl Rt o '\`� 1/7/2010
//,js/QNALi \'�~�
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 502A
336-945-9695 Date: 12/29/09
Anchor Locations: Double door with sidelites
0
m
1 — —
m
m
N •
1
IG 1
a
m
m — —
a
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Note:
Anchor locations indicated in this document are the minimum required for the described product exposed at the design
pressure indicated herein.
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Luis R.Lomas P.E.
I'L No.:62514
3 of 4 1/7/2010
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 502A
336-945-9695 Date: 12/29/09
Anchor Locatio Double door
36.38 -- 36.38
6.00 TYP. — 6.00 TYP. -- 18.19 TYP.
3.00 TYP.
1
1 6.00
1
13.45
MAX.O.C.
I _
79.25
1
6.00
1
1
Note:
Anchor locations indicat this document are the minimum required for the descri product exposed at the design
pressure indicated herein.
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0 �59
. TATE OF ;w;
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Luis R.Lomas P.E.
FL No.:62514
4 of 4 1/7/2010