HomeMy WebLinkAboutEngineering 06/30/2015-2:37pm gabdels VAProjects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg
51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH _< 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85
INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN
Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE:
Roof Tributa Area S Ft Roof TributaryArea S Ft 1. TABLES ARE INTENDED TO P ' ORST CASE'PRESSURES.'WORST ASE'IS
He' t 10 15 20 25 30 50 fight 10 15 20 25 30 35 40 45 50 DEFINED AS THE C DITION Kd 1 WN VARIABLE AS DESCRIBED BELOW.
->� - USE OF CRITICAL CO r N-S�,.�$_EQUI&ED ITH THESE TABLES.
-41.0 -40.0 -39.3 8.7 -38.3 -3 19 -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2.TABLES VALID 0 Ly 81 t�_� F _ ROOF HEIGHT AS LIMITED ABOVE.
0-15 ft +37.8 +36.8 +36.1 35.5 +35.1 + J 4- 0-15 ft +37.8 +36.8 +36.1 +35.S +35.1 +34.7 +34.4 +34.1 +33.8 3 TABLES VALID F FR1' L OF,p'IPE & 1,Q�jP .APPLIABLE REDUCTIONS FOR ROOF SLOPES
LESS THAN 100 SHA T31EB E INEER AS A SITE SPECIFIC CONDITION.
-41.6 -40.5 - -39.3 -38.8 43 �4 lye 3.8 =3_ -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE B �L^ N,(EA1tl •AVE E OF HEIGHT.IF THE MEAN ROOF HEIGHT
16 ft +38.3 +37.3 +36.6 +36.0 +35.6 ! 4:9- 34 6 +4. X16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIF5. ALWAYS ROUND +"@UGH'S LE VALUE OR CONSERVATIVE ASSUMPTION.
17 ft -42.1 -41.1 -40.3 -39.8 -39.3 86 •0 17 ft -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6. CALCULATE THE TRI -_ E OP NING IN QUESTION(HEIGHT*WIDTH)OR
+38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 4.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-42.6 -41.6 -40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL
18 ft OPENINGS T
+39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 AREAOF AN 0 ENING CANNOT BE ID NTIFIED,THE MOST CRITICAL(0 SQUARE FEET)HALL
-43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -49.6 1-48.5 -47.5 -46.7 -46.0 -45.4 -44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER
19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 1436.1 +35.8 +35.6 19 ft +39.7 +38.7 +37.9 1+37.4 1+36.9 +36.5 +36.1 +35.8 +35.6 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER
-43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
-44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 -54.3 -52.2 -50.7 -49.5 -48.5 -46.4 -45.8 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
MUNICIPALITY IN ACCORDANCE WITH CODE.
21 ft +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 21 ft +40.6 +39.5 +38.7 + . 'Z3 +36. +36.3 1 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
-44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 -54.9 -52.7 -51.2 -5 FO "9 - ?5 r .8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
22ft +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 22 ft +41.0 1+39.9 +39.1 + .5 U- i,6I t 7.0 +36.7 GENERAL NOTES:
-44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 -55.4 -53.2 -51.6 -5 "� - 1 4816 -4-T9 47.3 -46.7 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
23 ft +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 23 ft +41.4 +40.3 +39.5 + $9 8: �S.tl +37.0 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE
-45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 -55.9 -53.7 -52.1 -5 .- .4` - -47.1 CRITERIA AS OUTLINED HEREIN.
24ft +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 24 ft +41.7 +40.6 +39.8 +39.2 +38. 8.0 +37.6 +37.4 2• DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
-45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.3 -50.3 -49.5 -48.8 -48.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
25 ft 1+42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 1 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpI=+/-0.18)FOR USE
WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH
-46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 -56.8 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.5 -47.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR
26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 26 ft +42.4 1+41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY.
-06.4 -45.3 -44.5 -43.9 -43.3 -42.9 -42.5 -42.2 -41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.3 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E.
27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
-46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND CORBi S ING WIND VELOCITY,EXPOSURE,AND OTHER
28 ft 8 ft COEFFICIENTS LISTED IN SHAUL�BE.D ND VERIFIED BY THE GOVERNING
+43.1 +42.0 +41.2 +40.5 +40.0 +3,.. 8 9 +,38: ,� +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM ERM 'HOLDER'?"N• RRANTY FOR APPLICABILITY OF TABLE
-47.1 -46.0 -45.1 -44.5 -44.0 4qq 6 - �2�`fit 2'6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFERDf` A I
29 ft f� 29 ft 5.THIS SPECIFIA ):O I OTQI ^ E TOT ER ANY PRODUCT APPROVED
+43.4 +42.3 +41.5 +40.8 +40 3 +3919.(,,,- e + 21 X,3 +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. RE ER � SE(?ARA E- "y MITTED TEST CRITERIA AND OTHER
-47.4 -46.3 -45.5 7'4 8 -44 3 4:9 �`35F £2 1 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE IG, N$'f, TIONXN MATION AND APPLICABILITY OF THESE TABLE
30 ft _ 30 ft VALUES WHICH IST B�fE �YgO, Ik- CCORDANCE WITH GOVERNING CODES.
+43.7 +42.6 +41.8 +41.1 +40.6 +4 2 _ 9181�+9S ;;$i +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 6.ADHERE TO ALL CA"� L IR s O TEM ORDINANCES.
-48.1 -46.9 -46.1 -45.4 -44.9 -4 . `Zl - -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7.NO CERTIFICATIO I:.�ER __ -STN- ITY OF THE HOST STRUCTURE.
32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40. w� 9,7 32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 8.EXCEPT AS EXPRESSLY. �ki� IN,NO ADDITIONAL CERTIFICATIONS OR
-49.0 -47.8 -47.0 -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 AFFIRMATIONS ARE INTENDED.
35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF
-50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 -45.5 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT
ON
40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF
-51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 EAVE HEIGHT
45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 4ay ROOF
-52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 I I HEIGHT
50 ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 50 ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 5 Q
55 ft -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 55 ft -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56,1 5 I ® I Jr
+49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44,8 +44.5 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 a 5 Q
-54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2ELEVATION
61 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES f IS ET IC
o REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING 'a
„ INIT ISSUE GSS TSB 03/05/12 - I
m = REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r 7 O 1/�1 K o _ P
D `L J-T J
' EXPRESS° _ ° °' cz
T3 ~ REV 2014 FBC DGM TSB 06/10/15 �)F I a).
CORPORATE OFFICE: Z A �
_ ASCE 7-10 CHAPTER 30
m Q I �
Z I- m - DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 106 Z
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p DEERFIELD BEACH, FL 33442 0 D
MASTER PLAN SHEET .m
THIS DOCUMENT 15 THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 LIO
�] AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 m=i
p Fy a WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, /�ASCE
o
ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT H (\/C E:HELLO@ENGINEERINGEXPRESS.COM Z m
L'I o PERMITTED ANDINVALIDATEOURCERTIFICATION ENGINEERINGEXPRESS.COM j
ENERGY RATINGS Feather
*.
DOORS '
6/8, 7/0& 8/0 Oak Woodgrain and Smooth Style Fiberglass Entry Doors&Sidelites
900 sq In. 3/4 to 1in Ful
TYPE," SWING GLAZING 1/2 Lk _
Lke 5 410 sq in •< Lt5100 sq Litt>'1 sq Fn.
`r U factor '-SHGC ,U factor SHGC U=factor:
ENERGY RATINGS Feather
�iver�
DOOR$
Feather River NFRC Labels
ng.-Taffrow
I N T E R N A TSI O N A L NFRC I. N T E R 9-A T' 1 '0'14 L
Flush Glazed Fiberglass Door Craftsman Fiberglass Do r
National nest fion Dual Glazed—6-Lite External Grille(1 'Clear)
In-swing(IS)and Out-swing(OS) Rating n�i° In-swing(IS)and Out-swing( )
TGI-M-1* M TGI-M-7`
ENERGY PERFORMANCE RATINGS ENE Y PERFORMANCE -ING`S:
Product U-Factor'/Solar Heat Gain Coefficient(SHGC) Product u•Factor'1 Solar Heat Gain Coe tient(SHGC)
Description** I tion Number Description'r"k Individual Option N ber
Default Frame— 114 Lite 112 Lite 314 Lite F611 Lite Default Frame"' 114 Lite 112 Lite He'' ''FuII Lite-'
Wood 54101 59001 51100t >1100t Wood 5410t 5900t 11001 . 51100t
0.23 0.25 0 7 _ 21SSlNAfA1R10.266 Q'
31A5/na/A1R/0.250 0.0 0.14 0.18 0.10. — — —
00460-00001 493-0000 00526=00001 . — (Clear) 007 0001
PVC Frame 0.23 0.2 0.27,, - — PVC Frame 0.22 — - —
31A5Ina/A1R/0.250 — 0.08 0'15 0'20 — 21SSINAlAIR10266 0: — —
00637-00001 00663-00001 00669.00001. — (Clear) 00945=000
0:22
21SSINAIAIR10:266; 0.09 — —
(SDL) 00722.00002 — —
PVC Frame 0,22 —
2ISSINAIAIR)0.266 X0:09 — — —
(SDL) 0 45.0
09000 A =
Air Leakage :50.1cfinff
Manufacturer stipulates that these fatings conform to applicable NFRC procedures for determining whole
product performance.NFRC ratings are determined for a fixed set of environmental conditions and a
specific product size.NFRC does not recommend any product and does not warrant the suitability of any
product for.any specific use.Consult manufacturer's literature for other product perfornance'informaticn.
Numbers below the perfonnance.ratings are.referenced in the NFRC Certified Products Directory
(e.g.,ABC-X-1-00001-00001 or 123-X-1-00001-00001) Air Leakage 50.3Ar
Ift2
"#glazing layers/spacer type/low-e emissivity(surface)/gap fill/gap width(na=notapplicable)
"'per NFRC 100 t square inches 'btuihr'ft"F Manufacturer stipulates th these ratings conform to applicable NFRCes for determining whole
www.nfrc.org product performance.N C ratings are determined for a'fixed set of environ conditions and a
specific product size. Cdoes not recommend any product and does not �t the suitabiGty.of any
product for any spec use.Consult manufacturer's literature for other product pe once information.
'Numbers below performance ratings are referenced in the NFRC Certified Pr Directory
• • 1 I (e.g.,ABC-X-1 001-00001 or 123-X-1.00001-00001)
"'Rglazing Jaye /spacer type/low-e emissivity(surface)I gap fill/gap width(na not liable)
In ' •tes ' per NFRC 6 t square inches btuMi'V*F
ww..nfrc.org
ENERGY RO ' • ,
j In . ' • '
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