HomeMy WebLinkAboutEngineering 06/30/2015-2:37pm gabdels V:\Projects\_2014-MPS\400 Wind Charts\-Reference\00-MPS14-000 Series C&C(Currenl).dwg n
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 a(Sq Ft) `t Roof Tributa Area 5 Ft 1. TABLES ARE INTENDED TO DEP.ICi-_HE.WORST CASE'PRESSURES.'WORST CASE'IS
10 15 20 25 30 a4 �`' eight DEFINED AS THE CRIT-I -t-GO�ifION OF-ANVINIfN WN VARIABLE AS DESCRIBED BELOW.
4S 50 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO DITIONS�S EQUIRED FOR USE" ITH THESE TABLES.
-41.0 -40.0 -39.3 -38.7 -38.3 3 9 '-6_'3T3 ^-3``77\\0 % -50.6 -08.6 -07.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2. TABLES VALID O LY' _ (JGS•OF ME ROOF HEIGHT AS LIMITED ABOVE.
0-15 ft +37.8 +36.8 +36.1 +35.5 +35.1 3¢.7�-. 4 341'IN 0-15 ft +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 3 TABLES VALID F'�R Y L OF - E5�8i 540P APPLICABLE REDUCTIONS FOR ROOF SLOPES
-41.6 -40.5 -39.8 -39.3 - 3 4 :L 3718 4T6 -51.3 -49.3 -47.8 -06.7 -45.8 -45.1 -44.4 -43.8 -43.3 LESS THAN 10°SHA BE`PER- A ERAN EnGINEER AS A SITE SPECIFIC CONDITION.
'� 4.IDENTIFY THE B 1,LDI�I GMf (AVERAGE)'RQOF HEIGHT.IF THE MEAN ROOF HEIGHT
16rc L T 16 It
+38.3 +37.3 +36.6 +36.0 +35.6 +3,5.2-+34:9-_34.6 t.34, +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIF ED, SE-TJiE PEAK F-OOFiHE1G T.
- 5. ALWAYS ROUND -0 F_H GHTS TO�flE TAT LE VALUE OR CONSERVATIVE ASSUMPTION.
17(t -q2.1 -41.1 -40.3 -39.8 -39.3 -38. a-38.3=i30 i7 k -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6.CALCULATE THE TRIBttTlr~AREq'OF_THE O E:'NING IN QUESTION(HEIGHT'WIDTH)OR
+38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +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)MI�tAR11ED'6Y 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 +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 1+36.9 1+36.5 +36.1 +35.7 +35.4 +35.2 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY
AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL
-43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 -53.2 1-51.1 -49.6 -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 +36.1 +35.8 +35.6 19 ft +39.7 +38.7 +37.9 +37.4 +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 -02.5 -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,"�17._ >_4x0_ 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 +38T- �'-+3Z.3 +36,9-'+,36; +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
22 ft -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 22 ft -54.9 -52.7 -51.2 -5 i.0( 0��{ ^4 .5 ;' .8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
I''q `` _`3f }f'
+41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 +41.0 +39.9 +39.1 + 8.5 _+ 0- 37.6 �+ 7 ,••ff97.0 +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 23 ft -5,.4 =4F9.i. 48.6. -4 :9 ay47.3 -46.7
23 ft 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
+41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 +41.4 +40.3 +39.5 +48.9 -x}8:4-+38.0 }37,6` ,+3.3 +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 -5b-�qX49`��4%p 1 A -47T -47.1 CRITERIA AS OUTLINED HEREIN.
24 f[ +q1.7 +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.T�d8j3= 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 f[ +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 25 ft +42.1 +41.0 +q0.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-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 +41.3 +40.5 +39.9 1+39.4 +39.0 +38.6 +38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY.
-46.4 -45.3 -44.5 -43.9 -43.3 -02.9 -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 =42. -42.2_ -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER
28 ft - 8 ft COEFFICIENTS LISTED�IERFIN SHACL'-BE-DICTATE ND VERIFIED BY THE GOVERNING
+43.1 +42.0 +41.2 +40.5 +40.0 +395_X9:2--+38.9 +38"6-- �/ +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM NT--ANDeERM T-H_OLDER.-N RRANTY FOR APPLICABILITY OF TABLE
-47.1 -46.0 -05.1 -44.5 -44.0 -4 .6 -2; 42.6 /,i -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFER DI(i REIN--
29 k f 3 '�` , 29 ft S.THIS SPECIFICA )ONTIS[TyOT`INT NDED TO`0yFER ANY PRODUCT APPROVED
+43.4 +42.3 +41.5 +40.8 +40.3 +39.9 _ 39.2"1k38:9i +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. RE ER 0-A EEAR,4'1'E).Y SUMI7TED TEST CRITERIA AND OTHER
30 k -47'4 "46.3 -45.5 -44.8 -44.3 -4 9 3y 4312 -42.9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE IG, lQSTALCATION`INFO MATION AND APPLICABILITY OF THESE TABLE
J - T7 30 ft VALUES WHICH IST B�ERIFIED BY OTHERS�I�CCORDANCE WITH GOVERNING CODES.
+43.7 +42.6 +41.8 +41.1 +40.6 +40.2 39: +39.5' +,39, +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 I VVV
6.ADHERE TO ALL CA-CINIP AL ONS STEM ORDINANCES.
32 ft "q8.1 -46.9 -46.1 -45.4 -44.9 -44. '- 3. 1�4,!S' 32 ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7,NO CERTIFICATIOTI-SpEEERE I E INTEGRITY OF THE HOST STRUCTURE.
+44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3' 0- 9.7 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 8.EXCEPT AS EXPRESSLY Pl2OVIp 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 k +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 35 f[ +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
WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL `HEIGHT
40 k "50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 -05.5 40 k -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT
+46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN
-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 ROOF
EAVE HEIGHT
45 k +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 45 k +47.6 +46.4 1+45.5 +44.8 +44.2 +43.8 +43.3 +43.0 1+42.6 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 HEIGHT
50 ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 50 h +48.7 1+47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 5 I
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 Jr I O I 5
Y a
+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
ELEVATION
-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 -fi0.5 -59.5 -58.6 -57.9 -57.2 O Q
60k +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 - IS RLC '
O o REMARKS GSS TSB DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o:. �
D O P INIT ISSUE GSS TSB 03/05/12 0 o
m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r 7 O 1 /)1 -
r REV 2014 FBG DGM TSB 06/10/15 `L 1-T/ EXPRESS :A
� _ ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: ! NA°z
Z m 160 SW 12th AVENUE, SUITE 106 •.'a �'� 0_
F. DESIGN LOADS FOR COMPONENTS&CLADDING N 'z
DEERFIELD BEACH, FL 33442 ; �: ! a
E MASTER PLAN SHEET m m•' �r p
THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)3S4-O550 F:(9S4)3S4-O443 .p O
!R AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF 1111TH 19885 m O .
o F� Pp WRITTEN CONSENT oFENGINEERING EXPRESS.ALTERAnDNs. 1 E:HELLO@ENGINEERINGEXPRESS.COM `' ° I `M
W ADDITIONS.OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 10
'• Z ^' m
QPERMITTEDAND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM J '
RECEI\,'ED A"J i 0 3 20116
JELD-WEN Design-Pro- and Smooth-Pro-r" Fiberglass Doors
WI 's DOWS & DOORS
The performance information listed is for new products and is intended to be used for reference only,and is not complete.Depending on the components,accessories,and options chosen,the actual rating
could vary.Confirm ratings for specific products with your supplier or JELD-WEN sales representative.
Highlighted options are ENERGY STAR certified in all zones.
Highlighted options are ENERGY STAR certified in Northern,North-Central zones.
.�. r •rr
Door Illustrations are examples of glass area and are not representative of the full selection of
door deal ns available.
1/4 Lite 1/2 Lite _314 Lite Full Lite
i
GLASS UNIT
THICKNESS/ L...._...... ..._._ ! G,. ..._ _= __... ..:
TYPE DESCRIPTION GLAZINGv m:s• Y •
Clear 0.23 0.10 0.28 0.19 0.31 0.26 0.36 0.34
1/2" Low-E 0..21 0.09 0.25 0.16 0.28 0.21 0.31 0.28
Clear w/Grids 0.23 0.09 0.28 0.17 0.31 0.23 0.36 0.30
Low-E w/Grids 0.21 0.08 0.25 0.14 0.28 0.19 1 0.31 0.25
3/4" Clear with SDL NA NA NA NA 0.30 0.20 0.34 0.26
Low-E with SDL NA NA NA NA 0.25 0.16 0.28 0.22
Clear 0.22 0.10 1 0.27 0.19 1 0.30 026 0.34 0.34
Low-E 0.21 0.09 0.24 0.16 0.26 0.21 -0.29: :0.28'_
Clear w/Grids 0.22 0.09 0.27 0.17 0.30 0.23
Inswing and Outswing 1Low-E w/Grids 0.21 0.08 0.24 0.14. 0.26 0.19 0.29 0.25
Clear w/Blinds NA NA 0.28 0.17 0.32 0.23
Low-E w/Blinds NA NA 0.24 0.09 0.27 0.12 0.30 1 0.16
Decorative Glass` Decorative/Clear 0.21 0.09 0.24 0.15 0.26 1 0.20 0.30 1 0.27
Embossed NA U-Factor=0.17 SHGC=0.01
Flush NA U-Factor=0.16 SHGC=0.01
Impact Glass` Clear Lam 0.24 0.08 1 0.29 1 0.15 1 0.33 1 0.20 0.38 0.27
Triple Pane Clear w/Blinds and Grids NA NA 1 0.23 1 0.12 1 NA NA 1 0.27 1 0.23
Low-E w/Blinds and Grids NA NA 1 0.21 1 0.10 1 NA NA 1 0.24 1 0.19
Clear NA NA 0.25 0.11 0.27 0.15 0.31 0.20
1/2, Low-E NA NA 0.23 0.09 0.25 0.12 0.28 0.16
Clear w/Grids NA NA 0.25 0.11 0.27 0.14 0.31 0.18
Low-E w/Grids NA NA 0.23 0.09 0.25 0.12 0.28 0.15
3/4" Clear with SDL NA NA NA NA 0.26 0.13 0.30 0.17
Lo with SDL NA NA NA NA 0.24 0.11 0.26 0.14
Clear NA NA 0.24 0.11 0.26 0.15 0.30 0.20
Low-E NA NA 0.22 0.09 0.24 0.12 0.26 0.16
Sidelite Clearw/Grids NA NA 0.24 0.11 0.26 0.14 0.30 0.18
1 Low-E w/Grids NA NA 0.22 0.09 1 0.24 0.12 0.26 0.15
Clear w/Blinds NA NA 0.25 0.09 0.28 0.12 0.32 0.16
Low-E w/Blinds NA NA 0.24 0.05 1 0.26 0.07 1 0.28 0.09
Decorative GlassDecorative/Clear NA NA 0.23 1 0.10 1 0.24 1 0.13 1 0.28 0.17
Embossed NA U-Factor=0.17 SHGC=0.01
Flush NA U-Factor=0.16 SHGC=0.01
Impact Glass` Clear Lam NA NA NA I NA I NA I NA 1 0.36 0.14
` These options include direct glazed and lip lite glazed products.
Performance values calculated in accordance with NFRC 100&200.This data is certified by NFRC and can be licensed to participating dealers.Certified product must carry a label with
valid NFRC logo.
Rev.12/15/14