HomeMy WebLinkAboutFloor-Foundation Plan- Planning & Development Services Department - -
e Building &Code Regulations Division - - -
I. - MINIMUM 6" TS NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE
,.. - 2300 Virgir(ia Avenue, Fort Pierce, FL 34982 -(772) 462-1553 SECURED TO WALL POST WITH ' SECURED TO WALL POST WITH SECURED TO WALL POST WITH
Certification for De sign Load Compliance - (4)#12-14x�"SELF-DRILLING SC)EWS 116 SELF -DRILLING - (4)#12-14xi" SELF -DRILLING
_ SCREWS SCREWS
2"x2"x2" 16 GA. ANGLE CLIP
Project Name: WEBB CARPORT'. - NIPPLE TO 2"x2"x2" i6 (;A. ANGLE CLIP _ SECURED WITH (4) #'12-14xi" 14
12
- BASE RAIL NIPPLE T" SECURED WITFI (4) #12-14GA.SELF-DRILLING SCRE-WS
Project Address: 4418PRESSLERLIN - `� BASE RAI SECURED WITH (4)N#12-14x#"
SELF -DRILLING SCREWS -��,r
SELF -DRILLING SCREWS HEADER SINGLE OR DOUBLE TS - -
Permit p: Oce Pancy Type: R Construction Type: V - III:I1 11:: =11 1 ,I 1 III - III= �_ SINGLE OR DOUBLE TS -
INSTRURIONSFORUSE II = ), 1I1-ITI-1 �!--,-III I'!T' II,I I _ _�._� =. NIPPLE T HEADER
/� BASE RAIL^
INTERMEDIATE POST TO I
- -This certification must he completed, signed) and sealed by the design professional of record. - -
Submit (2) New iesior restdencedentile or muld4aes mil commercial with all permit applications involving the following: O O BASE HEADER CONNECTION HEADER CONNECTION DETAIL _ --
p New Residences (single or mult4fa �' � -
mily) POST TO BASE RAIL END POST T B RAIL HEADER BP,,:,.E RAIL Wf3 --
- oResidentfal Addition
o Any accessory structure requiring building permit - - CONNECTION CONNECTION WI'��DOW RAIL DETAIL DETAIL OPTION 1 OPTION 2 —
zls Ii 3 TL=a'L"9" — APPROVED PRODUCTS
o Any non-residential structure, i -- � APPROVAL NO.
GOOF SHEATHING carports Anywhere
`Note: Form not required, for interior renovasions provided that no exterior structural elements are affected and - FL27402.�
certain minor building permits at the discreti n of the local building official. Contact the q shove for questions. - - -
26 GAUGF ROOF SHEATHING SECURED WITH A HOmptOn Rib ROOF PQnel
DESIGN PARAMETERS AND ASSUMPTIONS USIEb: (complete all that apply) - (1)#12--14x'i" SELF -DRILLING SCREWS ® NI PP LEA),
1. DESIGN CODE: Florida Building C.de120207th Edition with 20 _Supplements using ASCE 7-16 '2-1-2-1' (6". D.C. (9" O.C. MAX.)) TO TRUSS/ )'
2. Structure Designed as (check one): X Enclosed Partially Enclosed _Open
3. Risk Category: X1 :II_III_Iv- EIj,'posure Category: X B C_O
1 4. Design Wind Velocity 160 mph 12q ASD N/ALRFD End Zone Width 5 ft
S. Mean Roof Height 15 it Roof Pitch: 4 :12 Parapet: N/A Ft - - _ - - MINIMUM 6" TS NIPPLE. - -
_ NIPPLE SECURED TO WALL
' 16.0 Design Pressures used: (PSF, based on IOsgh @ 15'MRH, clearly label on all plan openings): : � - - POST WITH 4 12-14x�"
: 6 16.0 16.0 27.6 27.6 26.2 - - O#
Zone 3: Zone 4: Zone S: Garage: `' "- SELF -DRILLING SCREWS
, 1" 16 GAUGE FURRING CHANNEL
Zone
Desi n loads: Floor: 2. -44A ad; -30.0 -Bale -34.1 48' C.C. MAX. SECURED WITH
6. Components & Cladding
Zon
26_3
g : N/A PSF Roof/D6aTN/A PSF Roof/Live: N/A Balcony:. N/A PSF / .B /I,r t [4&, _ (2)#12-14xl" SELF -DRILLING
Dock: N/A PSFDecfc: N/A PSFStans N/A PSF Fence: WA PSF Railings: N/A PLF/CONCENTRATEb 1 ti ""I'°M IGNC tqv* z"'v'�• SCREWS TO EACH RAFTER. -
8. Were Shear Walls Considered For Structure? -Eyes _Not Applicable Explain Why Not:
{iJ doi?afPtttt ROOF PANEL CONNECTION POST TO TRUSS
. 9.I5AContinuous Load Path Provide d?�yX Yes —Not Applicable Explain Why Not; - / CONNECTION , .
rLyj (,,, VERTICAL SHEATHING OPTION j SC'UPE nN WORK
' 10. Design Soil Bearing Prgswre: 25W PSF Soil Tes[RePorts Submitted?_Ye5 � - °
DESIGN PROFESSIONAL CERTIFICATION STATE IMENT: VE
i
I certify that, to the best of my knowledge and belief, the attached plans& specifications have been designed to •` - r - AS BUILT CARPORT CONSTRUCTED PER PLAN
sr! t f
comply with the applicable structural portions, of the building codes currently adopted and enforced by St. Lucia •'"s�a'W� 4.✓ iCounty.I also certify that structural elementsldepicted on these plans provide adequate resistance tothe design�,p" 16 GA'.forces specified: - ` s/f.• HANNEL�BRACE, MIN. NOTE: ALL CONSTRUCTION MUST COMPLY WITH TIIE FBC 2020, AND THE FRC 2020
Paul Welch P.E, 29946 / 5115 . - - �"- UP TO 7' POST. MIN
PrintName Cert#&Co.CertAuth. --"'"� OVER 7 POST. MIN. RESIDENTIAL (71T1 EDITION), 2020 PLUMBING CODE, 2020 MECHANICAL CODE AND THE NEC
TO -MAX. 60' FROW - - (NFPA 70) 2017 EDITION.
Paul Welch Inc. - Z:' (EXCLUDEON PLAN 12/2/2021WALLS). SECURED
Signature, Date, and Seal ' 1984 S.W. Biltmore St.Suite#114 Port St. Lucie, FL : r V�-It'�'tY �tJl") _ (4)#12-14,J"]yOTE.S1
Company Name & Address -DRILLING SCREWS." TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14xi" SELF -DRILLING -THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
SCREWS DIMENSIONS,
BOX EAVE RAFTER TO CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
POST CONNECTION DETAIL -STRUCTURAL FEATURE:> NOT DETAILED ON THESE PLANS WILL BE
— ADDRESSED BY THE
ENGINEER AS CONSTRUCTION PROGRESSES.
-ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED
DIMENSIONS.
-ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC / FBCR 2020(7TH
EDITION).
STRUCTURAL NOTES;
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-16.
- 2) SOIL BEARING CAPACITY: 2000 PS;F (MIN.).
WITH A MINIMUM 2500 PSI COMPRESSIVE
3) SLAB / FOOTINGS TO BE CONCRETE
STRENGTH AT 28 DAYS. SEE PLAN' FOR SIZES & STEEL REQUIREMENTS.
.. _ .. _...,W._. _ _.-. u..,..,.,,".,,,, -"--- _ _ ,.,,„_.,.,•,,.,,,,,,.;- . _ ... __-- _. _ ) STRUCTURAL COMPONENTS TO STALATION OF
A SPLITWGOI2CRACKINGOP DUE IN
-F/ li 1 .-..-' _.�•. ;-.,, HARDWARE IS NOT PERMITED. .
, � 5) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL
_ t ¢,'ZN '�`�. gee) /" "`'y CONFORM TO THE, MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES.
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