HomeMy WebLinkAboutPartial Roof PlanPARTIAL FRONT ELEVATION
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PARTIAL ROOF PLAN
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M
Planning & Development Services Department
COUNTY' Building & Code Regulations Division
I 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida e QJT Code Sixth Edition with a0 ✓ -Supplements using ASCE 7-10
2. Structure Designed as (check one): ✓ Enclosed --Partially Enclosed Open
3. Risk Category:_1 _ .- 11 —III IV Exposure Category: B C V"' D
4. Design Wind Velocity--'-/.. 7z:2_mph-4LZ_ASD LRFD End Zone Width: Z4 ft
5. Mean Roof Height , fQ ft Roof Pitch:__ Z _:12 Parapet-_-- ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1*s—Zone 2: /9 ' Zone 3: !q - one 4:--z--7 Zone 5: 'r{Sl— Garage:
7. Design Loads: Floor:' PSF Roof/Dead: 1Z PSF Roof/Live: 30 Balcony: — PSF
Dock: PSF Deck: PSF Stairs: PSF Fence:_" PSF Railings: -- PSF
8. Were Shear Walls Considered For Structure? ✓Yes ,Nut Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? L! Yes— Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: e <400 PSF Soil Test Reports Submitted?/ o Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with 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 aidequate resistance to the design
forces specified:
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GENERAL NOTES:
1. THE CONTRACTOR REMOVED A SECTION OF THE TILE
ROOF TO REPAIR A LEAK.
2. THE PLYWOOD SHEATHING TO BE RE -NAILED WITH 8d
RING SHANK NAILS.
3. NEW SELF ADHERING UNDERLAYMENT TO BE
INSTALLED.
4. "L" FLASHING AT WALL TO BE MODIFIED BITUMEN 12"
UNDER THE UNDERLAYMENT AND 24" UP THE WALL
TO A TERMINATION BAR ATTACHED TO THE WALL.
5. NEW ENTEGRA CEMENT TILE TO BE INSTALLED WITH
(2) SMALL-AH-160 PADDYS.
6. THESE PLANS & SPECIFICATIONS COMPLY WITH THE
20-17 FBC (6t" EDITION) & ASCE 7- 10.
7. OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS
AND STUCTURAL CONDITIONS.AS SHOWN ON THE
PLANS. ANY DISCREPENCY BETWEEN THE PLANS
AND THE ACTUAL EXISTING CONDITIONS SHOULD BE
REPORTED TO THE ENGINEER IMMEDIATELY.
Design by:
RICHARD A. JEMISON
P.O. Box 5616
Ft. Pierce, Fl. 34954
(772) 21.5-5623
4
BENCHMARK ENGINEERING
OF THE TREASURE COAST
806 DELAWARE AVE.
FT. PIERCE, FL. 34950
(772) 772-267-1399
06/01 /20
SEAL
RE -ROOF A SECTION OF ROOF
SHEET
FONTENELE PLAZA
BOwDOT.V
2303 N US HWY 1
P.E. #70878
FT. PIERCE, FLORIDA
OF I__.__�
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PARTIAL FRONT ELEVATION
SCALE %"
1�
PARTIAL ROOF PLAN
SCALE %"
M
Planning & Development Services Department
Building FA Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida_ s? 47/7 -Code Sixth Edition with 20 ✓/ Supplements using ASCE 7-10
2. Structure Designed as (check one): ✓ Enclosed Partially Enclosed Open
3. Risk Category: 1_.— ,11 HI IV Exposure Category: B C �D
4. Design Wind VelocityT 0 mph_,j -? ASD —LRFD End Zone Width: la ft
5, Mean Roof Height/40 ft Roof Pitch:_, Z :12 Parapet: -- ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1f/Q'Zone 2: f9 ' f Zone 3: �q -tsar Lane 4: `fit Zone S:Garage:
7. Design Loads: Floor: PSF Roof/Dead:_ %z PSF Roof/Live: 30 Balcony: -- PSF
Dock: — PSF Deck: PSF Stairs:^ PSF Fence: PSF Railings: ^ " PSF
8. Were Shear Walls Considered For Structure? ✓"�fes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? i/ Yes____ __Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: J ,0 Q PSF Soil Test Reports Submitted?/J1ti Yes
DES16N PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my krowiedge and belief, the attached plans & specifications have been designed to
comply with 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:
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R,EVIEWED FOR
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GENERAL NOTES:
1. THE CONTRACTOR REMOVED A SECTION OF THE TILE
ROOF TO REPAIR A LEAK.
2. THE PLYWOOD SHEATHING TO BE RE -NAILED WITH 8d
RING SHANK NAILS.
3. NEW SELF ADHERING UNDERLAYMENT TO BE
INSTALLED.
4. "L" FLASHING AT WALL TO BE MODIFIED BITUMEN 12"
UNDER THE UNDERLAYMENT AND 24" UP THE WALL
TO A TERMINATION BAR ATTACHED TO THE WALL.
5. NEW ENTEGRA CEMENT TILE TO BE INSTALLED WITH
(2) SMALL AH-160 PADDYS.
6. THESE PLANS & SPECIFICATIONS COMPLY WITH THE
2017 FBC (6th EDITION) & ASCE 7- 10.
7. OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS
AND STUCTURAL CONDITIONS.AS SHOWN ON THE
PLANS. ANY DISCREPENCY BETWEEN THE PLANS
AND THE ACTUAL EXISTING CONDITIONS SHOULD BE
REPORTED TO THE ENGINEER IMMEDIATELY.
Desin by:
RICHARD A. JEMISON
P.O. Box 5616
Ft. Pierce, Fl. 34954
UTC�o,(772) 215-5623
CD
1111111!1®
4
BENCHMARK ENGINEERING
OF THE TREASURE COAST
806 DELAWARE AVE.
FT. PIERCE, FL. 34950
(772) 772-267-1399
06101 /20
SEAL
RE -ROOF A SECTION OF ROOF
SHEET
FONTENELE PLAZA
BOWDOIN
2303 N US HWY 1
P.I. #70878
FT. PIERCE, FLORIDA
OF 1 j