HomeMy WebLinkAboutCertification For Design Load CompliancePlanning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort -Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Project Name
SOUTH FLORIDA ALUMINUM
Project Address: WEATHERBEE RD.
Permit #: Occupancy Type: B 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 Additio
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 apply)
1. DESIGN CODE: Florida Building Code 2017 6TH Edition with 20_Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed Partially Enclosed Open
3. Risk Category: _ I X II 111 IV Exposure Category: X B 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: 1 :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openin
16.0
Zone 1: Zone 2:
16.0 16.0
Zone 3:
27.6 27.6
Zone 4: Zone 5: Garage:
26.2
-27.6
-46.4 -69.8
-30.0 -37.0
-34.1
7. Design Loads: Floor
N/A PSF Roof/Dead:
5 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
PLF / CONCENTRATEI
8. Were Shear Walls Considered For Structure? X Yes - Not Applicable Explain Why Not:
,r-
9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not:
� .. 3a� Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Ye
' 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.
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:
Paul Welch P.E. 29945,
/ Print Name Cert # & Co. Cert E
Paul Welch Inc.
3/5/20
Signature, Date, an Seal 1984 S.W. Biltmore St. Suite #114 Port St. Luc!FL
Company Name & Address o�
SLC:C:UV form # U20-12 Revise[i 3/1S/12 (is)
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ALUMINUM CANOPY
EnSfOrD Metal mob, _ WITH OVERHEAD
,.WITH
SYSTEM
MASTER PLAN SHEET
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG,
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34964
PAUL WELCH P,E.
FLA REG NO.29945
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MAR 5 2020
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ALUMINUM OVERHEAD CANO�PY__ISOMETRIC
r• -ABOUT-THIS, DOCUMENT
ENGINEER=CERTIFIED ORIGINALS; VARIATIONS I '
&;,MORE; INFORMATION=CAN BE FOUND BY
=VISITING' ENGINE ERINGEXPRESS.COM/STORE
OR BY SCANNING OR USING
THE WEB ADDRESS FOUND HERE > ® •
THIS DOCUMENT IS ONLY VALID WITH ecalc.io/175514
^nTr_'KIAI 1=FJdtTNCCn P'COTTCTP'ATTf%1�1
X L. BENNARDO, P.E.
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1F ❑IEO(ED, LERTI G P.E. APPEARS BELOW
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PE# 82328
7 VAL D FOR 1 MIT ONLY U.N.O.
NOTICE: IFfIAIS SHEET DOES
NOT CONTAdN AN ORIGINAL
SIGNATURE & ENGINEER SEAL:
IF THERE IS A DIGITAL
SIGNATURE ON SHEET 1, THIS
SHEET IS PART OF A DIGITALLY
MAX. WIND_SPEED 1i75 MPH,' EXP. C SIGNED FILE, SHALL REMAIN IN
MAX.. ROOF LIVE -LOAD, 20-RSF' DIGITAL FORMAT, & PRINTED
_ COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED
AND SEALED. IF THERE IS NO
DIGITAL SIGNATURE ON SHEET 1
i,G E N E;RA'L DOES
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= —r z ; a 1_._ .THIS STRUCTURE FiA5 BEEN DESIGNED AND COMPLIES WITH THE DESIGN THIS SHEET IS A COPY DRAFT.
REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). CONTRACTOR
SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE REQUIREMENTS Z '� o
WHICH MAY APPLY. DESIGN CRITERIA OR SPANS BEYOND STATE HEREIN MAY REQUIRE o w m
ADDITIONAL SITE SPECIFIC SEALED ENGINEERING. ALL LOADS BASED ON RISK Q Iii M u
CATEGORY II UP TO Vult=175 MPH, Vasd =136 MPH, EXP 'C', OPEN BUILDINGS, CLEAR W LL M � ui
WIND FLOW, Kd=0.85, Kz=0.85, Kzt=1.0, 15' MRH, 5° MA_XIMUM SLOPE, ZONE-.3 FOR ._ . W `� L w
LL W
C&C LOADS PER ASCE 7-10. -__ - - - `: Z W LU U �E a
2. WIND LOADS ACTING SIMULTANEOUSLY WITH ROOF LIVE LUAD-OF 20--P•SF:'DESIGN Q F-> Q d: z w a
PRESSURES HAVE BEEN BASED ON LOAD COMBINATIONS; PER THE'FLO'RIDA BUILDING <Q w e z z o
CODE SIXTH EDITION (2017). DEFLECTION LIMIT OF L/60 USED -FOR DETERMINATION Z DO.,_ 00 U
OF ALLOWABLE DECKING SPANS PER THE 2015 ALUMINUM DESIGN_MANUAL AND THE W W o N 0 M w W U
FLORIDA BUILDING CODE SIXTH EDITION (2017) TABLE 1604 3 FOOTNOTE h ' �1 O w m o z
• THIS DOCUMENT SHALL NOT BE REPRODUCED WITHOUT THE ORIGINASIGNATURE __ u_
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AND RAISED SEAL OF THE CERTIFYING P.E. SELECTED ABOVE. ALTERATIONS; ' N w = w
ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND 0 w w
INVALIDATE OUR CERTIFICATION. ��_�" i�, il �� CI Imo, ; i ` �' ;! '%It I,�• 0 J *�
3. THE EXISTING STRUCTURE MUST BE CAPABLE OF SUPPORTING-THE.LOADED�ALUMIN UMI )
CANOPY WITH OVERHEAD SUPPORT SYSTEM STRUCTURE AS DETERMINED BY OTHERS.: i— W
OR BY SPECIAL ENGINEERING BY UNDERSIGNED ENGINEER ATCH TAED HERET6.<N0=j` N N
WARRANTY IS CONTAINED HEREIN. z
4. SYSTEM COMPONENTS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS J 2 o
AND INSTALLATION SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS AS LL F-
SUMMARIZED HEREIN. (!� N= o o w W
5. NO CERTIFICATION IS OFFERED FOR WATERPROOFING, SIZING, OR OPERATION OF Q Q W N Q uzi
GUTCERS. r x
p m � z a,
6 -ALL ALUMINUM'SHALL'BE 6063-T6 ALLOY AND TEMPER UNLESS NOTED OTHERWISE. LLJ H M o :5 Ili
i 7— ALL�FASTENERS-,TO,B`E 414 OR GREATER AND 304/410 SS UNLESS NOTED OTHERWISE. In � `r x a o
_FASTENERS SHALL $E�CADMIUM-PLATED OR OTHERWISE CORROSION -RESISTANT <a o w
MATERIAL AND'SHALL COMPLY WITH "SPECIFICATIONS FOR ALUMINUM STRUCTURES., Z oD � D° > u~i
y • SECTION'5.2.1,BY;THE,ALUMINUM ASSOCIATION, INC., & ANY APPLICABLE FEDERAL, N w .. z <
STATEi-AND/OR LOCAL CODES. L�,J V v m
8."FOR ALUMINUM: MEMBERS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END
DISTANCEAND`2.5xDIAMETER MIN. SPACING TO ADJACENT ANCHORS, UNLESS NOTED (n a
OTHERWISE. Q °C
9 IALUMINUM WELDING, SHALL -BE PERFORMED IN ACCORDANCE WITH WELD FILLER Lu a o
AL=LOYS'MEETING ANSI/AWS A5.10 STANDARDS TO ACHIEVE ULTIMATE DESIGN w 5 0
STRENG, -I IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A, TABLE U, N o o w
ALL A-UMINUM-CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE b E12-
TOLERANCES, QUALITY, AND METHODS OF CONSTRUCTION AS SET FORTH IN THE c G. Nw
AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE -ALUMINUM (D1.2). = m oNOF
MINIMUM WELD IS 1/8" THROAT FULL PERIMETER FILLET WELD UNLESS OTHERWISE "" =o�N�
NOTED. n r= �
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10. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR
a�w=o
MATERIALS TO PREVENT ELECTROLYSIS.
11. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' ` i a W o
RECOMMENDATIONS. EMBEDMENT SHALL BE AS NOTED HEREIN EMBEDMENTANb •`" Iowa
MINIMUM EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND -OTHER WALC4'ro�
FINISHES. i i I x W �� u 6
12. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED -IN'. -THE DESIGN OF S
THIS SYSTEM. ,'p► � s
13. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN _AS-SHG v .
USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES &=SAVE SS COPYRIGHT ENGINEERING EXPRESS®
THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES ,& APPELLATE FEESr, 17-5514
RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION,, & CONSTRUCTION j 1
PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL -CODES SCALE: NTS UNLESS NOTED
& FROM DEVIATIONS OF THIS PLAN. = -'' = - of
14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR (I
AFFIRMATIONS ARE INTENDED.
L. BENNARDO, P.E.
�. 7,
PROVIDE (1) DOWNSPOUT
PER EVERY 100=
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CANOPY WITH OVERHEAD SUPPORT EXTRUSIONS 8.533"
12.672
EXTRNSION TOLERANCES TO BE PER INDUSTRY STANDARDS 0.474f0.006 0.678" 0.632,
0.449" 0.411" 0.735" 0.494" 0.287" 0.299" 0.841'
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