HomeMy WebLinkAboutEngineering FOLDING SHUTTER CORP. ENGINEERING LAYOUT SHEET
CUSTOMER NAME WORK ORDER NO. O519 A
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PRO03
. Customer: Geis WorkOrder Number: 05192016007N0301
. Sales Engineer- Wall Opening Opening Shutter Shutter Anchor Sections
Opening# ing Pressure Width Height Width Height Spacing
Opening#
1 5 -45.4 37 39.5 51.75 44.5 9"o.c. 1
9"o.c.
2 1 -45.4 53 64 69 69 9"o.c. 1
9"o.c.
3 2 -45.4 74 64 86 69 9"o.c. 1
9"o.c.
4 3 -45.4 26.5 39.5 40.25 44.5 9"o.c. 1
9"o.c.
5 4 -45.4 74 64 92 69 9"o.c. 1
9"o.c.
06/30/2015-3:50pm' gabriels V:\Projects\-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 = 160 MPH MRH <_ 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE I-C' BASED ONKd=0.85
INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN
Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE:
Roof Tributa Area S Ft). Roof Tributa Area S Fi 1. TABLES ARE INTENDED TO -EPIC§:4
M QRST CASE'PRESSURES.'WORST CASE'IS
0-15 k USETO BLES DEIINII VALID FO�RL OF``F1� Wu WN VARIABLE AS DESCRIBED BELOW.
Height 10 15 20 25 30 50 Ight 10 15 20 25 30 35 40 45 50 55-5 ITH THESE TABLES.
0-15 ft '36.3 -35.4 -34.8 -34.3 -33.9 -3'6 I - 2_8 44.8 43.1 41.8 40.8 40.0 39.4 38.8 38.3 37.8 2.TABLES VALID O L [��LL�JIF NJ9 ROOF HEIGHT AS LIMITED ABOVE.
+33.5 +32.6 +32.0 +31.5 +31.1 +�0,8 n Q25 :2I 0:04 + +32.6 +32.0 +31.5 +31.1 +30.8 +30.5 +30.2 +30.0D APPLICABLE REDUCTIONS FOR ROOF SLOPES
LESS THAN 10°SHA -l3 l INEER AS A SITE SPECIFIC CONDITION.
-36.8 -35.9 -35.3 -34.8 -34.4 -3 1 86 3_5' 43 C -45.4 -43.7 -42.4 -41.4 -40.6 -39.9 -39.3 -38.8 -38.3 4.IDENTIFY THE B L' E ((AVE GE_) OF HEIGHT.IF THE MEAN ROOF HEIGHT
16 ft +33.9 +33.0 +32.4 +31.9 +31 5 + 2 0:93 X30 6 }�0 "' \16 ft +3 .9 +33.0 +32.4 +31.9 +31.5 +31.2 +30.9 +30.6 +30.4 CANNOT BE IDENTIF D EE�1fEAK Qb"�
_ ;�3 5. ALWAYS ROUND ' i� E GI_RTS� F LE VALUE OR CONSERVATIVE ASSUMPTION.
-37.3 -36.4 -35.7 -35.2 -34.8 -34. -"I "` 3 �7 -46.0 -44.2 -42.9 -41.9 -41.1 -40.4 -39.8 -39.3 -38.8 6.CALCULATE THE TRI R i', E OP NING IN QUESTION(HEIGHT r WIDTH)OR
17 k +34.4 +33.5 +32.8 +32.3 +31.9 +31.6 +31.3 7r 0.8 17 f[ +34.4 +33.5 +32.8 +32.3 +31.9 +31.6 +31.3 +31.0 +30.8 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-37.7 -36.8 -36.2 -35.7 -35.3 -34.9 -34.6 -34.3 -34.1 -46.6 -44.7 -43.4 -42.4 -41.6 -40.9 -40.3 739,8 -39.3 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL
18 ft 18 ft OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY
+34.8 +33.9 +33.2 +32.7 +32.3 +32.0 +31.7 +31.4 1+31.2 1+34.8 +33.9 +33.2 +32.7 +32.3 +32.0 +31.7 +31.4 +31.2 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL
-38.2 -37.2 -36.6 -36.1 -35.7 -35.3 -35.0 -34.7 -34.5 -47.1 -45.3 -43.9 -42.9 -42.1 -41.4 -40.8 -40.2 -39.8 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER
19 ft +35.2 +34.3 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 19 ft +35.2 +34.3 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 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
-38.6 -37.6 -37.0 -36.5 -36.0 -35.7 -35.4 -35.1 -34.9 -47.6 -45.8 -44.4 -43.4 -42.5 -41.8 -41.2 -40.7 -40.2 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
20 ft +35.6 +34.6 +34.0 +33.5 +33.0 +32.7 +32.4 +32.1 +31.8 20 ft +35.6 +34.6 +34.0 +33.5 +33.0 +32.7 +32.4 +32.1 1+31.8 1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
-39.0 -38.0 -37.4 -36.8 -36.4 -36.1 -35.7 -35.5 -35.2 -48.1 -46.2 -44.9 -43.8 -43.0 2 -41.1 -40.6 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
MUNICIPALITY IN ACCORDANCE WITH CODE.
21 ft +35.9 +35.0 +34.3 +33.8 +33.4 +33.0 +32.7 +32.4 +32.2 21 ft +35.9 +35.0 +34.3 + 3? :0 +32. .. 2; +32.2 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
-39.4 -38.4 -37.7 -37.2 -36.8 -36.4 -36.1 -35.8 -35.6 -48.6 -46.7 -45.3 -''3 3wT4$ 2�1 5 -41.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
22 ft +36.3 +35.3 +34.7 +34.1 +33.7 +33.3 +33.0 +32.7 +32.5 22 ft +36.3 +35.3 +34.7 + 4 1 .., '7�, 7 +32.5
GENERAL NOTES:
-39.7 -38.8 -38.1 -37.6 -37.1 -36.8 -36.4 -36.2 -35.9 -49.0 -47.1 -45.7 - 8!.8114
r
`r7 "3.81 1 43x1 4 4 41.9 -41.4 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
23 ft +36.6 +35.7 +35.0 +34.5 +34.0 +33.6 +33.3 +33.1 +32.8 23 ft +36.6 +35.7 +35.0 + 4':5 +32.8 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE
-40.1 -39.1 -38.4 -37.9 -37.5 -37.1 -36.8 -36.5 -36.2 -49.5 -47.5 -46.2 -4 .-`�'4C - rrv-g .8"?42T -41.8 CRITERIA AS OUTLINED HEREIN. D AND
24 ft 24 ft �+ 2. DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEE
+37.0 +36.0 +35.3 +34.8 +34.3 +34.0 +33.6 +33.3 +33.1 +37.0 +36.0 +35.3 +34.8 +34.3 ° 3.6 +33.3 +33.1 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
-40.4 -39.5 -38.8 -38.2 -37.8 -37.4 -37.1 -36.8 -36.5 -49.9 -48.0 -46.6 -45.5 -44.6 -43.8 -43.2 -42.6 -42.1 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
25 ft +37.3 +36.3 +35.6 +35.1 +34.6 +34.2 +33.9 +33.6 +33.4 25 ft +37.3 +36.3 +35.6 +35.1 +34.6 +34.2 +33.9 +33.6 +33.4 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
-40.8 -39.8 -39.1 -38.5 -38.1 -37.7 -37.4 -37.1 -36.8 -50.3 -48.4 -46.9 -45.9 -45.0 -44.2 -43.6 -43.0 -42.5 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR
26 ft +37.6 +36.6 +35.9 +35.4 +34.9 +34.5 +34.2 +33.9 +33.7 26 ft +37.6 +36.6 +35.9 +35.4 +34.9 +34.5 +34.2 +33.9 +33.7 WALLS AND VERTICAL SURFACES ONLY.
-41.1 -40.1 -39.4 -38.8 -38.4 -38.0 -37.7 -37.4 -37.1 -50.7 -48.7 -47.3 -46.2 -45.3 -44.6 -43.9 -43.3 -42.8 3.THESE CHARTS ARE NOT VALID AS ASITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E.
27 k +37.9 +36.9 +36.2 +35.6 +35.2 +34.8 +34.5 +34.2 +33.9 27 ft +37.9 +36.9 +36.2 +35.6 +35.2 1+34.8 1+34.5 +34.2 +33.9 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
-41.4 -40.4 -39.7 -39.1 -38.7 -38.3 38 07�7, -37_� -51.1 -49.1 -47.7 -46.6 -45.7 -44.9 -44.2 -43.7 -43.1 USE OF THESE TABLES AND CORRESPOt�g ING WIND VELOCITY,EXPOSURE,AND OTHER
COEFFICIENTS LISTED E N SHA BE, VERIFIED BY THE GOVERNING
28 ft +38.2 +37.2 +36.5 +35.9 +35.5 + I+34 4 i+34:2r 8 ft +38.2 +37.2 +36.5 +35.9 +35.5 +35.1 +34.7 +34.4 +34.2 BUILDING DEPARTM SRM 'HOLDER''NOW,RRANTY FOR APPLICABILITY OF TABLE
a' VALUE USE IS OFF D
-41.7 -40.7 -40.0 -39.4 -39.0 -3 .6 8 3, - 37:7 7 -51.5 -49.5 -48.0 -46.9 -46.0 -45.2 -44.6 -44.0 -43.5 rt
__tt 'r+. 29 h S.THIS SPECIFICA OI I OTrIN7 DEQ TER ANY PRODUCT APPROVED
29 ft +38.5 +37.5 +36.7 +36.2 +35 7 +A.y 3 ," '�`+ r. 34,,?,' +38.5 +37.5 +36.7 +36.2 +35.7 +35.3 +35.0 +34.7 +34.4 CERTIFICATION. RE SRL - EEA I EL�1" MITTED TEST CRITERIA AND OTHER
-42.0 -41.0 -40.3 -39.7 -39.3 3 9 8:5�; 8 2 " �0_, C -51.9 -49.8 -48.4 -47.3 -46.3 -45.6 -44.9 -44.3 -43.8 APPROVALS FOR DE G, N TION�INF00•��-MATION AND APPLICABILITY OF THESE TABLE
30 ft +38.7 +37.7 +37.0 +36.4 +36.0 + 6 x,35.2:•+ 60) +34,7 VALUES WHICH IST IB 81 JE Y9OTfiERS(',lu CCORDANCE WITH GOVERNING CODES.
tu*'9 s 30 ft +38.7 +37.7 +37.0 +36.4 +36.0 +35.6 +35.2 +35.0 +34.7 Y�
ll _ 6.ADHERE TO ALL Q FM_2A-CT.-PROT ON S-TEM ORDINANCES.
-42.6 -41.6 -40.8 -40.3 -39.8 -3 .`'g39��.�3, ' . -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 7.NO CERTIFICATIO I E,E R IN'FEGfFITY OF THE HOST STRUCTURE.
32 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35. 35,2 32 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 8•EXCEPT AS EXPRESSLY P -O E jtJ IN,NO ADDITIONAL CERTIFICATIONS OR
-43.4 -42.4 -41.6 -41.0 -40.6 -40.2 -39.8 -39.5 -39.2 -53.6 -51.5 -50.0 -48.8 -47.9 -47.1 -46.4 -45.8 -45.2 AFFIRMATIONS ARE INTENDED.
35 ft 35 ft a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF
+40.0 +39.0 +38.2 +37.6 +37.2 +36,8 +36.4 +36.1 +35.8 +40.0 +39.0 +38.2 +37.6 +37.2 +36.8 +36.4 +36.1 +35.8
-04.6 -43.6 42.8 -42.2 -41.7 -41.3 -40.9 -40.6 40.3 55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.7 -47.1 -46.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT
40 ft 40 ft DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN
+41.2 +40.1 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.9 +41.2 +40.1 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.9 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF
-45.8 -44.7 -43.9 -43.3 -42.8 -42.3 -42.0 -41.6 -41.4 -56.5 -54.3 -52.7 -51.5 -50.5 -49.6 -48.9 -48.2 -47.7 - EAVE HEIGHT
45 ft +42.2 +41.1 +40.3 +39.7 +39.2 +38.8 +38.4 +38.1 +37.8 45 ft +42.2 +41.1 +40.3 +39.7 +39.2 +38.8 +38.4 +38.1 +37.8 ROOF
-46.8 -45.7 -44.9 -44.2 -43.7 -43.3 -42.9 -42.6 -42.3 -57.8 -55.5 -53.9 -52.6 -51.6 -50.7 -50.0 -49.3 -48.7 I 1 I HEIGHT
soft +43.1 +42.0 +41.2 +40.6 +40.1 +39.6 +39.3 +38.9 +38.6 50 ft +43.1 +42.0 +41.2 +40.6 +40.1 +39.6 +39.3 +38.9 +38.6 5 0
55 ft -47'7 -46.6 -45.8 -45.1 -44.6 -44.2 -43.8 -43.4 -43.1 55 ft -58.9 -56.6 -55.0 -53.7 -52.6 -51.8 -51.0 -50.3 -49.7 rJ I ® I 5
+44.0 ,+42.9 +42.0 +41.4 +40.9 +40.4 +40.0 +39.7 +39.4 +44.0 +42.9 +42.0 +41.4 +40.9 +40.4 +40.0 +39.7 +39.4 aEILEVAT ir ION 5 O
60 ft -48.6; Z47` -46.6 -46.0 -45.4 -45.0 -44.6 -44.2 -43.9 60 ft -60.0 -57.7 -56.0 -54.7 -53.6 -52.7 -51.9 -51.3 -50.6
+44.8 43.6- +42.8 +42.2 +41.6 +41.2 +40.8 +4041+40.1 +44.8 +43.6 +42.8 +42.2 +41.6 +41.2 +40.8 +40.4 +40.1 WALL ZONE FIGURES �� ISO. RI
o .kMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING > jcrO-,-:J:) m�
D
co P INR ISSUE GSS TSB 03/05!12 lb( °z 6Oa z
m .f REV:'ADDU ED HEIGHTS GSS TSB 04/09/12 r O 1(}) EXPRESS 'o REV 201'4f)3G DGM TSB 06/10!15 ` �m r^
ASCE 7-10 CHAPTER 30C00.PORPTE OFFICE: z° mn ' 160 SW 12th AVENUE, SUITE 106 "_ z
4Cz ' � DESIGN LOADS FOR COMPONENTS&CLADDING n
MASTER PLAN SHEET DEERFIELD BEACH, FL 33442THIS OOCUlAENTIS THE PROPERtt OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 3 OAND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF RUTH#9885 m�p WRITTEN CONSENTOF ENGINEERING EXPRESS.ALTERATIONS, Ov
N p E:HELLO@ENGINEERINGEXPRESS.COM z 0 m
Fy {ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 10 �•G F ml
`PERMITTED AND INVALIDATE OUR CERTIFICATION. E N G I N E E RI N G E X P R E S S.C O M