HomeMy WebLinkAboutBuilding PlansBuilding Department
Product Approval
Sul[nittal Affidavit
Permit #
Bui log Address: SEE PLAN
Contractor: TBD
OpeningSchedule
wing doors, Overhead Doors,
Sliding Doors, Fixed Glass, Windows& Skylights
OpeninglD
FL#orNOA
Product
Mop
Manufacturer
Glass
Attachment Method Type, Size, Spacing&
Building
Product
#
Description
Embedment (DISTANCE FROM CORNER/
Design
Design
DISTANCE O.C.)
Pressure
Pressure
Product
Model #
Manufacturer
Attachment Method Type, Size,
Building
Product
Spacing, Embedment & Stiffener etc.
Design
Design
Pressure
Pressure
SIDING
FL# 12493.1
MTL SIDING
GA
BUTLER
Corrosion resistant ScruboltTM with washer for punched
160 VULT
194VULT
supports or #12-14 x 1-1/4" long self -drilling screws with
washer for unpunched supports. Alternate fastenersare
shown on Page 3 of the Design Procedure.
6" o.c. across panel width 12" o.c. across panel width
ROOF (SALLY PORT)
FL#7561.1
POLY ROOF
3" X•024" X
ELITE
SEE DETAILS ON PLAN
160 VULT
194 VULT
1" EB PANEL
ScruboltTM with washer for punched supports or #12-14 x 1-
1/4" long self -drilling screws with washer forunpunched
Roof (CANOPY)
FL#12492.1
BUTLER RIB
BUTLER
supports. Alternate fasteners are shown on Page 3 of the
Design Procedure. Fasteners are corrosion res(stantas per
VULT160
VULT194
FBC 2020 Section 1507.4.4.
6" o.c. across panel width 12" o.c. across panel width
Hurricane Panels
N/A
I have reviewed the above product approval Informatio nd approve L.
Name: Paul Welch P.E. Certification Number: 29945
SCOPE OF WORK
- CONSTRUCT NEW FILL IN WALL BEHIND EXISTING ROLL UP DOOR PER PLAN
- CONSTRUCT NEW ALUM SALLY PORT PER PLAN
- AS BUILT CANOPY CONSTRUCTED PER PLAN
NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2020, AND THE FBC 2020
RESIDENTIAL (7rn EDITION) , 2020 PLUMBING CODE, 2020 MECHANICAL CODE AND THE NEC
(NFPA 70) 2017 EDITION.
ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE FBC 2020 FOR
EXISTING BUILDINGS, THE FBC 2020, AND THE FBC 2020 RESIDENTIAL
THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2020 FOR EXISTING
BUILDINGS CHAPTER 6 AND 7
NOTES:
-THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
DIMENSIONS,
CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
STRUCTURAL FEATURES 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 1 FBCR 2020(7TH
EDITION).
STRUCTURAL NOTES:
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-16.
- 2) SOIL BEARING CAPACITY: 2000 PSF (MIN.).
3) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE
STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS.
4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS: 3" BEAMS: I I/," SUSPENDED SLABS: I VP
. 5) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED
GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS.
6) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE
TREATED.
7) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF
HARDWARE IS NOT PERMITED.
8) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL
CONFORM TO THE. MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES.
-- _ Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 —(772)462-1553
Certification for Design Load Compliance
Project Name: KAMENESH
Project Address: 4240 MCCARTY RD.
Permit#: Occupancy Type: R Construction Type: V
INSTRUCTIONS FOR USE:
• This certification must be completed, signed, and sealed by the design professional of record.
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
o New Residences (single or multi -family)
o Residential Addition
o Any accessory structure requiring a building permit
o Any non-residential structure.
• Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that avoly)
1. DESIGN CODE: Florida Building Code 20207th Edition with 20 _Supplements using ASCE 7-16
2. Structure Designed as (check one): X Enclosed _ Partially Enclosed _Open
3. Risk Category: _I_ X II_III IV Exposure Category: _B X C_D
4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft
S. Mean Roof Height: 20 ft Roof Pitch: 0.25 :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 30sgft @ 15' MRH, clearly label on all plan openings):
16.0 16.0 16.0 35.5 35.5 34.6
Zone 1: -35.5 Zone?: -59.6 Zone 3: $9.7 Zone 4: -38.5 Zone S: _47.6 Garage: -45.7
7. Design Loads: Flow: N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony:_ N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PIS / CONCENTRATED
8. Were Shear Walls Considered For Structure? X Yes —Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports submitted? _Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
complywith the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:
Paul Welch P.E. 29945 / 5115
Print Name Cert#&Co. Cert Auth.
Paul Welch Inc.
ON PLAN 5/20/21
Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
Company Name &Address
J
IL
ALUMINUM NOTES: - -----
LU
MATERIALS SHALL CONFORM TO THE F.B.C., CHANGES SHALL BE DESIGNATED BY THE ENGINEER V
OF RECORD: W Ofz w
ct
1: ALL EXTRUSIONS: ALUMINUM ALLOY #6005-T5 OR 6061-T6, (NOTE: SPLICE PLATE MATERIAL MAY BE EXTRUDED FROM ALUMINUM W m �
ALLOY 6061-T6, IF THIS ALLOY IS MORE READILY AVAILABLE).
2: FASTENERS: ALUMINUM ALLOY # 2024-T4 & #7075-T6 DOUBLE CAD -PLATED STEEL, HOT DIPPED GALVANIZED STEEL OR I~L_ lD O4
300-SERIES STAINLESS STEEL 1 rn M
3: MATERIAL UPGRADES (STRONGER OR HIGHER GRADE MATERIALS) CAN BE SUBSTITUTED AT ANY TIME. 0
4: NO EXPANSION BOLT MAY BE INSTALLED WITHIN 2" OF EDGE OF CONCRETE SLAB. LA
5: NON STRUCTURAL ALUMINUM SHALL HAVE A MINIMUM THICKNESS NO LESS THAN
0.032" (KICKPLATES ETC.)
6: ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH IW i— O LU
ALKALI RESISTANT COATING. J
7: ALUMINUM IN CONTACT WITH WOOD SHALL BE PAINTED WITH TWO COATS OF HEAVY J �' Z Z
Z Z
BODIED BITUMINOUS PAINT. U J U
8: SELF MATING BEAMS (SMB) UP TO 8" TO BE FASTENED WITH BEAM STITCH SCREWS @ 16" O/C
BOTH SIDES. (#12 SMS), FOR 9' & 10" SELF MATING BEAMS (SMB) TO BE FASTENED WITH BEAM U
STITCH SCREWS @ 12" O/C. TT cc
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PAUL WELCH INC,
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'MrZCHANICA.1, ". CLECTRICAL• CIVIL FNGII�EEItINC3 ) SFIECTnILiIvtBFrt
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198'4 S.W. 81L.TMC)RE ST. SUIf'E;.ff i 'I ✓T
PORT SAINT L OCIE, FL, 34984 e OF
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PHONE
MAY 2 0 2021 (772) 785. 9888' FYYE1_C:HINCc9�fTOL:CoA1 �l
PAUL. WELCH P.E:: FJ-. REG. No. 29945
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r! x',"'• 3" COMPOSITE
;IJG1 ROOF PANEL
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ROOF DECK
�! f 1/4" X 3" 15 MS
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@ 12" O/C „
wA R�t RECEIVING CHANNEL
W/#12 SMS @ 10" O/C
TOP AND BOTTOM INTO I
CRP. C-ONT1NUOU51 X —x 3'sfa"
a METAL RUNNER @I ROOF DECK
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R-13 i3J11"f
SECTION AT HOST STRUCTURE INguL (GPiIaN4Y.�
�tmtl�
Seale: 1 1/2,1 = �„
1 M"X3 /8"METAL STUDS
S&" d9 C.
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1
3- #12 SMS.
I I
i V2'1 DM}'VgAL-L
1/4"X 3 1/2" TOPCONS
@12" O/C.
At r4- CONTINUOUS 3 %"X 3 %
BASE AT POST WITH 1"X 2" CONNECTION METAL FLOORRUMAIER
Scale: 1 1/2"
CONCRETE SLAB
-------- 1"X 2" OB @ PERIMETER '
•
z FASTEN PER NOTE # 1.
w 2- 3/8" THROUGH
w r.r- 2" X 2" HOLLOW BOLTS W/1/2"
" i HORIZONTAL FWASHERS
(GIRT) General Notes
1. Note 1: USE 1/4" X 3" LONG LAGS INTO .375" INTERNAL
WOOD HOST AND 1/4" X 2 1/4" LONG SLEEVE WALL DE TAIL
CONCRETE SCREWS INTO CONCRETE OR
MASONRY CONSTRUCTION (1" EMBEDMENT ALUM. POST
TYPICAL) /SPACING 24" O.C. AND WITHIN i
_ i c., nc cnnu ncnncNDICULAR MEMBER
4- #10 S.M.S FROM INSIDE
`-- FACE
OF 1" X 2" OB INTO SCREW BASE AT POST -PLAN
SPLINES 6 Scale: 1 1/2" = 1'-0"
OF HOLLOW GIRT (1" �
EMBEDMENT
PARTIAL ELEVATIONS/2" X 211, 2"X 3" OR 3"X 2"
GIRT TO 1" X 2" CONNECTIONS W/ CONCEALED FASTENERS
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198'4 S.W. BILTMORE ST. SUITES i '1 � j' II
Pour FAIN' L.UCIE84
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MAY 2 6 1021
PHONE v 1d
(772) 785 9888 PWMA1'L
. :ELC HIN CC9�.i�C1L.: c: oI4I PnUL WELCH P.E'. FL,. REG. No 2994S ...........