HomeMy WebLinkAboutSTAHLBERG RES.-LAYOUT (2)Planning & Development Services department
GRAVITY
LOAD
® ;Wilding & Code Regulations division
UPLIFT
LOAD
2306 Virginia Avenue, Fork Pierce, FL 34982 - (772) 462-2553
COMPOSITE
REAM
Certification for Design Load Cotnpl'rarm
7'-6"
Project Name. SrAHLBERG RESIDENCE
2661
Project Address: 1320 COPENHAVER RD.
1634
Permit#: Occupancy Type: R Construction Type: V
PWR FOP USE
8F16 IB -IT
• This certification must be completed, 31gne4 and sealed by the design professional of record.
4'-6"
• Submit 12) copies for re ideatial, (3) copies for comme-rdal with all Penult applications Involving tlx: following:
6133
o New Residences (single or multifamily)
2724
o Residential Addition
8F16 IB -IT
o Any accessW structure requiring a building permit
3'-6"
a Any host -residential structure.
5163
• Note: Form net required for Interior renovations provided that no exterior stnrcnarai elements are affected and
3547
certain minor bullding permits at the discretion of the tical building official. Contact the # above for questions.
8F16 IB -IT
MIM PARAMETERS AND ASSUMPTIONS USED: (complete all that applyl
4'-6"
L DESIGN CODE: Florida B OArix -- Code 2017 EdFtion with 20 Supplements using ASCE 7-10
6133
2. Structure Designed as (check may X Enclosed Partially Endosed _Open
2724
• 3. Risk Category: XV IV Exposure Category: X C D
1 8F161B-1T
_t -111 _8
4. Design Wind Vetodty 160 mpb 1Z4 ASD N/A LRFD End Zone W(dth: b ft
7'-6"
90" RECESSED
S. Mean Roof Heights. 15 ft Roof Pitch: s :12 Parapet: WA ft
350
1462
& Components & Cladding Design Pressures Used: (PSF, based on 10sgfi & 15'MRH, deafly Wei on all plan openings):
8RF14 MIT
L-6
49.3 19.3 19.3 33.8 33.6 31..8
52" RECESSED
5260
31
Zone 1 .30.7 Zane -53.5 zone -79.1 Zone4; -36.4 Zone S: -44.9 garage: -41.5
2,635
400
7. Design tioads: Floor: N/A PSF Roof/Dead: S PSF Rod/fixe: 20 Balcony:- N/A PSF
L..7
1 71-6"
Dods N/A PSF Decic N/A P5F Stairs: N/A PSF Fenn. N/A PSF Ra&nW N/A PLF / CC114CENTRATED
2459
200
B. Were Shear Walls ConsideiedFor SttvUure? X Yes___NotApplicableBolinWhy.Plot:
200
8RF141B-IT
L-8
4'-4"
52" RECESSED
9. Is A Continuous Load hath provided? __X Yes Not App(kabte Explain Why Not
10. Design Sol BeaftPressure-___M PSF Sol Test Reports SuliquItted? Yes
2635
650
DiStGN PROFESSIONALCERnFICATPON.STATEMENT:
L-9
17'4"
I cerdfythat, to the best of my knowledge and belief, the attached plans & spedfimtians have been designed to
1326
200
comply with the applicable structural portions ofthe building codes currently adopted and enforced by SL Lude
200
SF20 MIT
County. t also cerGiy that sbvctural elements depicted on these pians provide adequate resistance to the design
6'-6"
78"U -LINTELS
forces specified:
400
1880
Paul 1Melch P.t? 29945 / 5115
SF161B-IT
Lill
Print Name Cert # & Ca. CertAuth.
1I2" U -LINTELS
1843
Paul Welch Inc,
1133
200
014 PLAN 3/19/2020
L-12
V-30"
Signature, Date and Seal 1984 S.W. Biltmore SL Suite 9124 Port St. Lucie, FL
4360
200
Company Name & Address
200
1 8F16 MIT
1-13
10'-6"
120" LT -LINTELS
1 1533 1
350
914 1
250
1 8F16 IB -IT
LINTEL SCHEDULE
LINTEL Ir'sGru / TYPE
GRAVITY
LOAD
GRAVITY
LOAD
UPLIFT
LOAD
UPLIFT
LOAD
COMPOSITE
REAM
14
7'-6"
. ""U -LINTELS
2661
15M
1634
250
8F16 IB -IT
1-2
4'-6"
54" U -LINTELS
6133
200
2724
200
8F16 IB -IT
L-3
3'-6"
42"U -LINTELS
5163
400
3547
300
8F16 IB -IT
L.-4
4'-6"
54" U -LINTELS
6133
3600
2724
1600
1 8F161B-1T
L-5
7'-6"
90" RECESSED
2459
350
1462
200
8RF14 MIT
L-6
4'4"
52" RECESSED
5260
750
2,635
400
SRF14 IB -1T
L..7
1 71-6"
""RECESSED
2459
200
.1462
200
8RF141B-IT
L-8
4'-4"
52" RECESSED
5260
1500
2635
650
8RF341B-IT
L-9
17'4"
208" PRESTRESSED
1326
200
520
200
SF20 MIT
L-10
6'-6"
78"U -LINTELS
3480
400
1880
350
SF161B-IT
Lill
9'-4"
1I2" U -LINTELS
1843
200
1133
200
8FI61B-IT
L-12
V-30"
70" U -LINTELS
4360
200
2093 1
200
1 8F16 MIT
1-13
10'-6"
120" LT -LINTELS
1 1533 1
350
914 1
250
1 8F16 IB -IT
a
Building Permit #
NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN
NOTE: PROVIDE "CAS'TCRETE" PRE -CAST CONCREEllNTEL. AS NOTED ON PLANS.
r
Planning & Development Services Department
Building & Regulations Division :
Product Review Affidavit
Owuers Name Appricant: _.
I have reviewed the above Components or ehddfng and r have approved their use in this structure. These products provide adequate resistance to the
wind Londa and for��es(spcdf5ed by current code provisiom
Name: _ fA.a y�e:Wt sivnatnre: ON PL3.a
neat
Design Prof Ant, YJ tcV-�k rg Cert N. Z'�`J47 pate. n,+
. l
51- r; s�.e e— r°Z-top lLS" qt -li"
TABULATION
MOW / DOOR. SCHEDULE
MARIKISM
Ft.
NOTES
I
DK437 3/4" W X 63" H SB25 WINDOW
Sq. Int
Z
@7 3/4" W X 63" SH25 WINDOW
EGRESS
3
27 1/2" W X 63" IPL SH35 WINDOW
EGRESS
4
71)4" W X 38 3/8" SH33 WMOW
TEMPERED
5
RL 30 80 SOLID CORE DOOR
SOLID CORE
6
3 0 8 0 SOLID CORE DOOR
SOLID CORE
7
BL 3080 FRENCH, DOOR
GLAZED
8
13080FRENCH DOOR
GLAZED
9
16 0 S 0 OVERHEAD GARAGE DOOR
A
2 8 6 8 SOLID CORE 20 MIN. FIItE RATED DOOR
@
R
2868ILGINTERIORDOOR
C
2 6 6 8 POCEET DOOR
D
2068POCKETDOOR
E
. 4 0 6 8.8I -FOLD DOORS
F
2 0 6 8 BT -FOLD DOORS
51- r; s�.e e— r°Z-top lLS" qt -li"
TABULATION
LIVING 1,868
Ft.
COV. PORCH 574
Sq. FY
ENTRY 50
Sq. Int
GARAGE 497
Ft.
-Ft
Sql
TOTAL 2,994
, Ft,
k' 1p„
`t`^A.°
NOTES:
1) THE CONTRACTOR, SUBCONTRACTOR, SMTLIM ECT. SHALL VERIFY ALL
DBUSSIONS,.CONDMONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
2) STRUCTMZAL FEATURES NOT DETAII.ED ON THESE PLANS *UL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES,
3) ALL WRITTEN DIRIENRONS ON THESE DRAWINGS TAKE PRECED]UNCE OVER
SCALED DIl4IENSLON&
4) ALL CONSTRUCTION MM COWLY WITH THE FLORIDA BUIWIKG CODE
OTC) 2017, FBC 2017 RESIDENTIAL, FDC 2017 PLUMBING CODE, FSC 2017
MECHANICAL CODE, FRC 2017 ENERGY CONSERVATION, AND THE NEC (NEPA
70) 2014 EDITION.
r) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY
IUAVY TERMITE INFESTATION AREAPM FRC 30'1.
T71
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PAUL WELCH INC.
MECHANICAL * ELECTRICAL x CIVIL ENGINEERING
..... . 1984 S.W. BILTMORE ST. SUITE:# 114
PORT SAINT LUCIE, FL 34984
/ PHONE' EMAIL
(772)78S 9888 PWELCHlbIC@AOUCOM
PAUL WELCH P.E. F.L. REG. No. 29945
JUN 1 5 2020
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