HomeMy WebLinkAboutProject Information Design Data and Installation Schedule FERNANDO MEJIA PAGE-01
Opening Shutter Anchorage Shutter Wind Anchor Type Max.Anchor Notes
Number Type Top/Bottom Height Pressure Tapcon, Rawl Spacing
C, M,W Inches PSF Neg. Lag ect. Inches
Upper/Lower U er/Lower
1 DO NOT DO FRONT WINDOW/DO NOT DO
2 ACCORDION CEMENT 72 39.4 TAPCONS 12/12
3 DO NOT DO FRONT DOOR/DO NOT DO
4 ACCORDION CEMENT 65 39.4 TAPCONS 12/12
-
5 _ ACCORDION CEMENT 65 39.4 TAPCONS 12/12
6 ACCORDION CEMENT 65 39.4 TAPCONS 12/12
7 ACCORDION CEMENT 89 39.4 TAPCONS 12/10 BACK SLIDING GLASS DOOR
8 ACCORDION CEMENT 65 39.4 TAPCONS 12/12
9 ACCORDION CEMENT 65 39.4 TAPCONS 12/12
10 --1 ACCORDION CEMENT 52 39.4 TAPCONS 12/12
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
s a a
01/11/2018-12:O6pm Intern/ VAProjects\ Masler Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts/ Reference\2017 Windload Charts References\2017_b FBC WIND CHART.dwg
` 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10WIND VELOCITY- 150 MPH MRH:<60'
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85
ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT
INTERIOR ZONE�4 PRESSURES 1 EXTERIOR ZONES PRESSURES (SEE BELOW)
INSTRUCTIONS FOR TABLE USE:
2 Mean DESIGN PRESSURES(PSF).-Z NE 4 _ Mean DESIGN PRESSURES(PSF)-ZONE E S 4 1. IDENTIFY THE ZONE OF THE OP(_NING r IDR(2QNE 4)OR EXTERIOR(ZONE 5)PER THE -
Roof Area of Opening(Sq - V(ght
f Area of Opening(Sq Ft 3 URE BELOW LEFT OR INFOR Q PRT119[ HERS.
I.I. ANY QUESTIONABL ;f0 D THE MORE CRITICAL(EXTERIOR)ZONE
Height 10 20 30 40 `5 10 20 30 40 50 5• II
2. IDENTIFY THE BUILDING M ``VE 4 FROM THE LOWEST GROUND ELEVATION.IF
-31.9 -30.6 -29.8 -29. r _ -39.4 -36.7 -35.2 -34.1 -33.2 1 MEAN ROOF HEIGHT CANN F PEAK(HIGHEST)ROOF HEIGHT.
0-15 ft rr I 15 ft 2.1. ALWAYS ROUND UP F VALUE.
+29.4 +28.1 +27.3 +26. 4:2 +29.4 +28.1 +27.3 +26.8 +26.3 2 VALID FOR ALL ROO E E AN ENGINEER FOR REDUCTIONS.
33.2 -31.8 -31.0 -30.4 -40.9 -38.2 -36.6 -35.4 -34.5 CALCULATE THE TRIBUTAR ' �ON A5 THE GREATER OF(HEIGHT'
9TH)OR THE SPAN LENGTH(HEIGR IVE WIDTH OF 1/3 THE HEIGHT(HEIGHT z/3), r
18 ft +30.6 +29.2 +28.4 +27.8 +27.4 18 ft +30.6 +29.2 +28,4 +27,8 +27.4 3.1. USE THE AREA BETWEEN STRUCTU 6PENINGS ONLY-THIS INCLUDES AREAS BETWEEN
STRUCTURAL MULLS,COLUMNS,ETC.
-33.9 -32.5 -31.7 -31.1 -30.6 -41.9 -39.0 -37.4 -36.2 -35.3 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST
20 ft +31.3 +29.9 +29.0 +28.4 +28.0 '20 ft +31.3 +29.9 +29.0 +28.4 +28.0 (10 SQUARE FEET)SHALL BE USED.
3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER
-35.5 -34.1 -33.2 -32.6 -32.1 -43.9 -40.9 -39.2 -38.0 -37.0 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
25 ft +32.8 +31.3 +30.4 +29.8 +29.3 25 ft ��READ OFF POSITIVE AND+32.8 +31.3 +30.4 +29.8 +29.3 IN ACCORDANCE WITH CODE,NEGATNE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
-36.9 -35.4 -34.5 -33.9 -33.4 -45.6 -42.5 -40.7 -39.$ - $5_ S. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF
_ 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
30 ft +34.0 +32.5 +31.6 +31.0 +30.5 30 ft +34.0 +32.5 +31.6 - xNERAL
NOTES:
-38.2 -36.6 -35.6 -35.0 -34.5 -47.1 -43.9 -42.1 TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10
pmv, ION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN.
35 ft +35.2 +33.6 +32.7 +32.0 +31.5 35 ft +35.2 +33.6 +32.7 - DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED.
RST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS.
-39.2 -37.6 -36.7 -36.0 -35.5 -48.4 -45.2 -43.3 1. 1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS
40 ft +36.2 +34.5 +33.6 +32.9 +32.4 40ft +36.2 +34.5 +33.6HAN THE RATED LIMITING WIND VELOCITY ABOVE.
TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA.
-40.2 -38.6 -37.6 -36.9 -36.3 -49.7 -46.3 -44.4 -43,0 .INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
45 ft +37.1 +35.4 +34.4 +33.7 +33.2 45 ft +37.1 +35.4 +34.4 +33.7 +33.2 S. HVH FY OHIGH VELOCITE HURRICANE ZONE.
CTIONALITY FACTOR)
WITH LOCAL BUILDING DEPARTMENT.
6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
soft 50 ft-41.1 -39.4 -38.4 -37.7 -37.2 -50.8 -47.4 -45.4 -43.9 -42.8 7•THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT.
+37.9 +36.2 +35.2 +34.5 +33.9 +37.9 +36.2 +35.2 +34.5 +33.9 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED
OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS.
-42.0 -40.2 -39.2 -38.5 -37.9 -51.8 -48.3 -46.3 -44.8 -43.7 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE
55 ft +38.7 +36.9 +35.9 +35.2 +34.6 55 ft +38.7 +36.9 +35.9 +35.2 +34.6 DICTTABATED CORRESPONDING AND ED ANDVE IFIED BY THE GOVERNI G BUCOEFFICIENTS EXPOSURE,&OTHER HEREIN
BUILDING DEPARTMENT AND PERMIT MI OLDER.NO WARRANTY FOR
42.7 -41.0 -39.9 -39. -38.6 52.8 49,2 47.1 -45.7 44,5 APPLICABILITY OF THE USE OF THESE TABLES IS ED-HER IN.
10.-THIS SPECIFICATION DOES NOT"F R-A V D CERTIFICATION. REFER TO ANY SEPARATELY
F60 ft +39.4 +37.6 +36.6 +35. /t +39.4 +37.6 +36.6 +35.8 +35.3 SUBMITTED TEST CRITERIA AND OTH L STALLATION INFORMATION AND APPLICABILITY
I� OF THESE TABLE VALUES WHICH IST CCORDANCE WITH GOVERNING CODES.
�L- 11. ADHERE.TO ALL LOCAL IMPACT �E ES.
12. NO CERTIFICATION IS OFFERED HOST STRUCTURE.
`\ 13. EXCEPT AS EXPRESSLY PROVIDI FICATIONS OR AFFIRMATIONS ARE INTENDED.
INTERIOR ZONE(4) EXTERIOR HT EXPLAINED LEASE HORIZONTAL c U)m In Z to o-M-1 -'
DIMENSION Ing!Z=0-a0I_xa:w
a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OFxMmM
�7 N ROOF PEAK ROOF z Z r S- U'p Z-Zi
HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 5 -I m G)I^;>Ln=m D m M X �1
HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 10 AT ALL IN QUESTION. 7O O D D Z 9 r-•m V1 C Z N Z
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN 5 ® tn In In m rn O.4 n o m Z-i m 0 3
REQUIRED. MEAN RVE HEIGHT M�'CI 6)(A X 1 3 tn D n m 011 H
�zmmm to
a a ROOF ROOF �znD>a2p�pDZ4 n O D
f-t 1t HEIGHT HEIGHT zr-�z0-4Oz��2am nrnO
O 5 90
ozzDp-"Iz �<DA'�o p cn Z Ln
5 ® 5 ® 4 Ya PLAN VIEW ® G-DH2 m40Ej��In m � m O M
ay� 0� COMPLEX om imp--lirz nr. Z (n _n Z D
ELEVATION ISOMETRIC CORNERS 5 O °� o y o �, o
rnA o REMARKS DATE 6TH EDITION FLORIDA BUILDING CODE ENGINEERING .nuc) o m�
D O MIT ISSUE GSS GSS TS13 TSB 03/05/12 0-N
m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2017 EXPRESS® z o fit, rn�
REV 2014 FBC DGM TSB 06/10!15tb< �ID a r
El UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10� CHAPTER 30 z m �m
41 CORPORATE OFFICE: A
z m 160 SW 12th AVENUE, SUITE 106 �� D z
t-� DESIGN LOADS FOR COMPONENTS&CLADDING - z
-1 A DEERFIELD BEACH, FL 33442 m
N V MASTER PLAN SHEET m A
_ I 6) THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 . re"pp 0 o
AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH N9885 m y v
O WRRIENCONSENT ROTHERMARKINGSTOTHISDOC EXPRESS.ALTERATIONS; �C C i O E:HELLO@ENGINEERINGEXPRESS.COM z H m
ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 1
o PERMITTED AND lNvauoATEOUR CERnFlcnnoN• ENGIN EERINGEXPRESS.COM Kco