HomeMy WebLinkAboutWind Load Calculation ��-- ENGINEERING RECEIVED
.o EXPRESS°
FEB 19 2019
ST. Lucie County, Permitting
Project#: 19-7439 Project Details: Martin, Bev Residence- Approval
Contractor: The Glass Professionals, Inc. 12432 Harbour Ridge Blvd 1-1
,fv%opyalm City, FL
I Liz
Subject: Wind Load Design Pressure Calculations(Components&Cladding)
Site Information General Calculation
Building Classification: Enclosed Directionality Factor(Kd): 0.85
Wind Speed (VuIt): 170 mph Gust-Effect Factor (G): 0.85
Exposure Category: C Internal Pressure
0.18
Roof Type: Hip Coefficient (GC p;):
±
Roof Slope (9): 18.4 deg Topographical Factor (KJ: 1.0
Mean Roof Height (h): 25.0 ft Velocity Pressure Exposure
0.95
Min. Building Dimension (L): 55.0 ft Coefficient (Kh):
Parapet>_ 3 feet? No Velocity Pressure (qh): 59.44 psf
End Zone (a): 5.5 ft
ASD Method: P =0.6w
Mar Qty Elev(ft) `Size:'Wx H (in) Zone hutter,`Area (ft2) KZ"(Kh) gZ(9h) GCp+.GCp_ Pressures
1 1 25 34.0 x 84.0 4 No 19.8 0.95 59.44 0.95 -1.05 +40.2/—43.8
2 1 25 60.0 x 80.0 4 No 33.3 0.95 59.44 0.91 -1.01 +38.8/—42.4
Vgifd nfy ith Raised
DIBgT , in rSeal
NOTES:Design is in accordance with ASCE 7-10(ASD method)and the Florida Building b\d •
Sixth Edition(2017).Results are not valid for use unless approved via original signature . '�\G
NSE
raised engineer seal of a PE from Engineering Express.Results are based on contractoripplied 232
data and shall be field verified by others prior to use.Selection&installation of prod s;shafV�O wed Febru 66 2019
be approved using these dimensions and pressures as verified by others. - &rdon at-tisto, P.E.
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19-7439 160 SW 12TH AVENUE#106,DEERFIELD BEACH,FL 33442
PHONE:954-354=0660 FAX:954-354-0443
- WWW.ENGINEERINGEXPRESS.COM
SITE SPECIFIC FLOOR PLAN: DESIGN NOTES: oI,P 0046 �;0
FLORIDA BUILDING CODE SIXTH EDITION(2017)ASCE 7-30 ���� 0 R4.
SCALE:N.T.S. Vult=170 MPH/Vasd=131.7 MPH(3 SECOND GUSH EXPOSURE'C',ENCLOSED STRUCTU
RISK CATEGORY=II, Kd=0.85, Kzt=1.0, KZ=TABLE 30.3 -1, GCpl=+/-0.18 ��+.•'• - 1(�
qh=0.00256-Kz•Kzt*Kd•V*V ( ��,
P=qh(GCp)-(GCPI)) W
MRH=255,ZONE(S)AS NOTED,ROOF TYPE'HIP',ROOF SLOPE 18.40 = :• AA.�,aiMGp
PRESSURES:NOTED BELOW _-O B DI
INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS ;1T
GENERAL NOTES: ; �99QQNE6H EN iBAL•
�PI�'_V •F( $ION/17U��F(MIGRAILY
1. THIS ENGINEERED PIAN IS INTENDED TO PROVIDE SITE-SPECIFIC DESIGN PRESSURESFORTHE REFERENCED STRUCTURE PoRTI� E •'•. AE I TINS
OF THE EXPRESSED
,IS OFFERED
AS TO THE PRODUCTS AS RIGIO510 AND PROVIDEDPROPOSED
NO COMPIGTION,EffNE0. / � 50EEf I
UNIT EXPRESSED OR ES UNLESS
IS OFFENED AS TO THE APPROVAL
LINFY OR APPLICABILITY IONISCIOF ANY REFEREED SY57EM OR CG IPONENf USED AIDNG G/I(ISOII/gglGGryry 1(ALL p@WN IN
THESE PRESSURES UNLESS RiCOUCT AND APPIOVALINFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN. /// dTGIT T,A ORINTLD
NOCERTIFlGn014 OR REVIEW 15 OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS.ALL EGRESS ISSUES ARETO BE /Nblt S !THUD DOCUMENT
ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL ARE NOT CONSIDERED SIGNED
3. THIS CERTIFICATION APPUESTO THE STRUCTURAL PERFORMANCE OF THE SYSTEM ONLY DOES NOT INCLDETHE CERTIFICATION OF WATER AND SERIES.IF THERE IS NO
INFILTRATION OF FIRE SAFETY. DIGITAL SIGNATURE ON SHEEP 1
4. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS WORK REPLACES THE OR THIS SHEET DOES NOT
EKISnnG FRAMING.IF ANY DEFICIENCIES ARE FOUND IN THE METING HOST STRUCTURE,THIS ENGINEER SMALL BE NOTIFIED BEFORE CONTAIN AN ENGINEER'S
CONTINUING CONSTRUCTION AND RESERVES THE RIGHT 70 REINSPECT AND REEVALUATE DESIGN.NO WARRANTY,ETHER EXFRESSED OR ORIGINAL StGNATUREBSEAt,
EI
IMPLIED,IS CONTAINED HERON.SINCE IT IS NOT PRUDENT TO PERFORM DESTRUCTIVE TESTING AT THIS TIME,THE CONTRACTOR SHALL YWSSNEET ISA COPY
VERIFY DURING CONSTRUCTION THAT THE SUBSTRATE IS OF THE TYPE AND CONSTRUCTION THAT 15 IN CONFORMANCE WITH 7F�INTENT OF
THE PRODUCT APPROVAL BEING UTILLEED WHICH MUST BE SOUND FOR INSTALLATION OF THIS SYSTEM AND SHALLNOTFYTNIS ENGINEER19 ko
IF ANY DEFICIENCIES ORABNORMAIITES ARE OBSERVED.USEOFTHIS DONMENr CONSTITUTES A[CEPTANCEOFTHESETERM!L �p
5. SYSTEMSSHALLBEASNOTEDMERON.ALL REFERENCES TO EXTRUSIONS B INSTALLATION SHALL CONFORM TOTNATOF MANUFACTURERS
SPECIFICATIONS AS SUMMARIZED HERON. 800 AND rr®
B. ANY ASTM C 9]0 CLASS UOS GGRRADE N9 OR GREATER MR PRPROPER JOINT EXPANSION
TION PRODUCTS BE SUM WITH A SEALAWTODMPINING WITH AND CONTRACTION,AND ASTM CIVIL OR AAMA 012 FORMS 111 uFi M U
TYPE OF SFAIANTTO BE SELECTED WHICH IS OUTSIDE THE SCOPE OF THIS CERTIFICATION. �rrFTT�TT O , �S¢9�
BUILDING FOOTPRINT 7. THE ODNTRACIOR IS RESPONSIBLETO INSULATE ALLMEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. W• E Fn 8 w
S. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O.AND SHALL BE MINIMUM 1.5x O =w(E
PLAN VIEW THICKER THAN ANY MEMBER EMBEDMENT.ALL EPI(Y AND GROUT SMALL MEET OR"CEED COMPRESSIVE STRENGTH OF THE CONCRETE AND Oj p
SHALLBE IRON-FREE,NON-SHRINK AND NON-REACTIVE
9. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 7XDIAMETER END DISTANCE AND 2.SRDIAMETER MIN SPACING TO ll Q Q "• R
ADJACENT ANCHORS,UNLESS NOTED OTHERWISE 1E9 2 $ p
10. ALL FASTENERS TO BE 033 x 3/4*OR GREATER 20M-T4,18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL.OR CADMIUM RATED OR 7 4 L
OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH ALL APPLICABLE FEDERAL,ETATE,AND IOGL CODES. L it" ZWFK
11. DIMENSIONS ARE SHOWNTO ILLUSTRATE DEIGN FORCES AND OTHBOEGIGN CRITERIA.THEY MAYVARYSLLGHT.Y,TO TME FXTFM7HAT W V~W..W.ZiD
THE OPENING AREA IS NOT SMALLER THAN 5%OF THE ENGINEERED DESIGN.CONTRACTOR 15 TO VERDE N FIELD DIMENSIONS RUORTO
INSTALLATION'?:Iy V,
g 33. ENGINEER SELL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN MY.USE OFTHIS SRCIf1GTI0N BY CONTRACTOR,eLRI. L
v IND8WF16 B SAVES HARMLESS THIS ENGINEER FOR ALL COST S DAMAGES INCLUDING LEGAL FEB B AP SUATE FEE RESULTING FROM N Lu
PATIO MATERIAL FABRICATION,SYSTEM ERECTION,B CONSTRUCTION PRACTICES BEYOND THAT WNTOL IS OWED FOR BY LOCAL.STATE,A O iu
FEDERAL CODS B FROM DEVIAnONS OF THIS RAN.
13. ENGINEERING ED'RESS RIAS NOT VISITED THIS JOSSOE INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND rW-1 0
MEASUREMENTS.ENGINEEULL NO EXPRESS SHANOT BE HELD RESPONSIBLE OR LIABLE IN ANYWAY FOR ERRONEOUS OR INACCURATE DATA
OR MEASUREMENTS.WORK SMALL BE FIELD VERIFIED POOR TO CONSTRUCTION.ENGINEERING EXPRESS SMALL BE NOTIFIED AND GIVEN J
AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO 8 MOODS OF FASTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. u j
19. EXCEPT AS ERPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a0'
•ALTERATIONS,ADDITIONS.OR OTHER MARKINGS TD THIS DOCUMENT ARE NUT PERMITTE)AND INVALIDATE DJRCE0.TIFIGTION• G
DESIGN INFORMATION:
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o � °wE3
wfLa w,
O MARK QTY W x H(In.) ZONE DESIGN PRODUCT PRODUCT MODEL APPROVAL 9 V 0
PRESSURE APPROVAL# PRESSURE 5 In Q N w ce
SMOOTH STAR li w CI
A 1 1 (1) 34.00 z 84.00 4 +40.21/-43.78 FL8871.5 AND FIBER +80/-BO Ce In
CLASSIC n
@ UNIT #1-1 CGI SERIES 450 In .
a 2 (1) 60.00x80.00 4 +38.79/-42.36 FL30597.3 AWMINUMDOOR +70/-70
NAT GRADE ry
W/O SIDELIGHT W ry
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UNIT NEXT DOOR
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DRAWING NOTES: 19-7439
LAIEPATI MLS SNEIS INTENDED R USE IN PROEE.CTS WITH OF ALTERATION I My.IF LEVEL OF ALTERATION IS DIFFERENT,THIS
• ENGINER EV CONTET ACFEDFDRAODOlORFOALCERTF=TTON.
_ • EMB.IGN-A NS•ANY DOOR PRODUCT SHALL FJN
Sa ONLY TO STING SALLOWB WITH EXISTING 4T MGM APPROVED GUARDHA
S WWCN SHALL NOT SGLEI NPS UNLESS NOTEDT
n • ILL FIG BALCONY AREWS MU
A WITH AN APPROVED GUARD AD.MINIM UM SU MONT OF ZSNALL eE EQOPPED W/4 INCHES.OPERABLE TH ADPEPNAHENi Set
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OPENING 70 WHICHA4'SPHEAE CAN PASS THROUGH AZT FOUNT BELOW]B'(OCCEPT FOR RESCUE WINDOWSWWCH IN INE EVENTOF AN EFIEAGEHCY C I
FLOOR PLAN AND UNIT LAYOUT THe eLOIXER MUSTBS HOT ALUg.WINDOWS WIIHTWS CONF[GUMnON SHALLAL50 HAVE E.-
_:
EPARATE CE TIFlGnON CONFORM#GTO FBC PoR �ILJII
SAFESWROS WHICH IS HOT
INCLUDED IN THIS DOCUMENT.
'a
• WHEN AFPLIGBLE,WXNO PRFSwREWFDRHATIDN FORUSTEDSHUTEAPRpDDLTS HAVE BEEN C-TEDUSINGVODM-HEIGHT/3(FDECIIVE AREA.H'W3J