HomeMy WebLinkAboutDrawing 72" X 80" E-9
E-8 LL=2 I
E-10
E-7
E-11
E-6
E-12
E-5
E-4
E-3 E-2
RECr-,lVED E-1
REPLACE DOORS IN 1 OPENING ONLY.
AN 12 2016
r�ITTIN � LESS THAN 25%OF TOTAL GLAZED AREA TO BE REPLACED UNDER THIS PERMIT.SHUTTERS
PER. NOT REQUIRED PER FBC,5TH EDITION(2014), EXISTING BUILDINGS,706.4,EXCEPTION#2.
St.Lucie County,FL SEE GLAZED AREA CALCULATION SHEET FOR OPENING RELATIVE PERCENTAGES.
OPENING PRODUCT DESIGN
OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS
NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG.
1 72 1 80 40.00 5 34.4 1 -43.8 FL12509.3 45.0 1 -45.0 FRONT ENTRY-LSMI
REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS.
NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS.
ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16"TAPCON SCREWS INTO CONCRETE
WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS.
SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURESIR 2": I L p I
DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURS
MEAN ROOF HEIGHT= 13 FT 8 IN
WRIGHT RESIDENCE
6911 BRONTE CIRCLE DOOR REPLACEMENT PLAN
PORT ST. LUCIE, FLORIDA
06/30/2015-2:37pm gabriels 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 Tribute Area,(Sq Ft), Roof Tributa Area S F[ 1. TABLES ARE INTENDED TO PEP �liF' ORST CASE'PRESSURES.'WORST CASE'IS
Height 10 15 20 25 30 50 t 10 15 20 25 30 35 40 5 50 DEFINED AS THE CRI DITION •_ N17N WN VARIABLE AS DESCRIBED BELOW.
USE OF CRITICAL CO D7�,- S EJ2? DFAR�ITH THESE TABLES.
-41.0 -40.0 -39.3 -38.7 -38.3 -3 .9 - - -1 70 -50.6 -48.6 -47.2 -46.1 -45.2 -44 -43.8 - .2 -42.7 2.TABLES VALID 0 L'+ BZl I F r� ROOF HEIGHT AS LIMITED ABOVE.
0-15 ft p�r 0-15 ft +37.8 +36.8 +36.1 +35.5 +35.1 +3 7 +34.4 4.1 +33.8 3.TABLES VALID F R L ES& �_ APPLICABLE REDUCTIONS FOR ROOF SLOPES
+37.8 +36.8 +36.1 +35.5 +35.1 + ,7 4 zt3.. ,I.t'.
- LESS THAN 10°SHA B 8 E• INEER AS A SITE SPECIFIC CONDITION.
-41.6 -40.5 -39.8 -39.3 -38.8 -3 !4 -814 3 t8 -3' 6 -51.3 -49.3 -47.8 -06.7 -45.8 -45.1 -43.8 -43.3 4.IDENTIFY THE B E L EAR PE OF HEIGHT.IF THE MEAN ROOF HEIGHT
16 ft +38.3 +37.3 +36.6 +36.0 +35.6 + :2 .- 34.6 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE I E F1 I T.
-42.1 -01.1 -40.3 -39.8 -39.3 -3-8 - "•3 .0 -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 5. ALWAYS ROUND SOI_ GHTS LE VALUE OR CONSERVATIVE ASSUMPTION.
17 ft 17 ft 6.CALCULATE THE TRI Y _ 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 -1Y 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 Taft OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY
+39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 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 -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 k +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 -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 -07.2 -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 f[ +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 + . •,3 +36. +36.3 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?0 �0� - 5 .8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
22 ft +41.0 +39.9 +39,1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 22ft +41.0 +39.9 +39.1 + .51 .... 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 F4 7)I 4gT6 -0& 9 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 + ac�9 +38.03•, +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 . �49- r- ♦r4 -47.1 CRITERIA AS OUTLINED HEREIN.
24 ft 24 ft 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
+41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 +41.7 +40.6 +39.8 +39.2 +38. 8.0 +37.6 +37.4 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 +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 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
26 ft -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 26 ft -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
+42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 +42.4 +41.3 +40.5 +39.9 +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 -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 1+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 1 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 COR�2E5 ING WIND VELOCITY,EXPOSURE,AND OTHER
COEFFICIENTS LISTED E-REIN SHA BE D. NO VERIFIED BY THE GOVERNING
28 ft +43.1 +42.0 +41.2 +40.5 +40.0 + : ._ . 6.9 -38:. ,� 8(t +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM ERM -MOL JER, RRANTY FOR APPLICABILITY OF TABLE
-47.1 -46.0 -45.1 -44.5 -44.0 -4T6 " '2i ?6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE
29 ft 29 ft 5.THIS SPECIFICA 0 I O �QE_'D TO 0 ER ANY PRODUCT APPROVED
+43.4 +42.3 +41.5 +40.8 +40.3 + ^ ]I 3 . E . , +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. RE fi SEEARA, rh•U•MATED TEST CRITERIA AND OTHER
-47.4 -46.3 -45.5 -44.8 -44.3 -4-?4 "�@ f2 }d? -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE G, 14ST TIONIIMATION AND APPLICABILITY OF THESE TABLE
30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +4 2 9. +,9.51 30ft +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 VALUES WHICH IS TQIP_ V- I �Y O. E' I CCORDANCE WITH GOVERNING CODES.
6.ADHERE TO ALL R_OT O, TEM ORDINANCES.
-48.1 -46.9 -46.1 -45.4 -44.9 -4r. �4 C4 W 32 ft
32 k -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7,NO CERTIFICATV •F,EIN OF THE HOST STRUCTURE.
+44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40'. 9.7 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 8.EXCEPT AS EXPRESSLY P -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 -07.1 -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
40 ft 40 h DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN
+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 +41.6 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED.
-51.7 -50.4 -49.5 -48.8 -08.3 -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 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 aa 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
SO 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 1+43.6 1 5
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 1 -56.1 5 I ® I 5 ® ® ,�
+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 1+44.5 a
-54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 -67.8 1-65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 1 -57.2 i-ELEVATION05
60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 1+45.3 60 ft +50.6 1+49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES ly I M IC
0 ° REMARKS DRWN CHKD DATE 5TH ED, FLORIDA BUILDING CODE ENGINEERING o> o ��
D O [NIT ISSUE GSS TSB 03/05/12 0 I m z
m REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 / O 1 \ o \ m r
' 1 ) EXPRESS° 1 ° O1 A�
3 REV 2014 FBG DGM TSB 06/10/15 M o'
_ = ASCE 7-10 CHAPAT
TER 30 CORPORATE OFFICE: i W� am
r 160 SW 12th AVENUE, SUITE 106 " °z
E-+ m DESIGN LOADS FOR COMPONENTS&CLADDING z
p DEERFIELD BEACH, FL 33442 0 o n
THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(9S4)354-0550 F:(9S4)3S4-O443 T
4�1, MASTER PLAN SHEET 0
x AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH 119685 m y
p IF z WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, i E:HELLO@ENGINEERINGEXPRESS.COM z 0
DITIONS,OR OTHER& NGS TO THIS
W PERMITTED AND INVALIDA'ATEOUR CE TIFICATION.ENTARENOT ASCE 7-1 O ENGIN EERINGEXPRESS.COM ` m
GLAZED AREA CALCULATIONS
SQUARE FOOTAGE TO BE REPLACED 40.00
SQUARE FOOTAGE REMAINING 140.70
TOTAL SQUARE FOOTAGE 180.70
PERCENTAGE BEING REPLACED 22.14%
TO BE REPLACED TO REMAIN
1 72 X 80 40.00 E-1 111 X 63 48.56
E-2 14.39
E-3 53 X 51 18.77
E-4 19 X 51 6.73
E-5 19 X 51 6.73
E-6 19 X 38 5.01
E-7 19 X 51 6.73
E-8 19 X 51 6.73
E-9 26 X 38 6.86
E-10 19 X 51 6.73
E-11 19 X 51 6.73
E-12 19 X 51 6.73
E-2
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111"