HomeMy WebLinkAboutDrawing 668 S.W. WHITMORE DR.
EXPERT PORT ST. LUCIE, FL 34984
ESS SHUTTER SERVICES INC. (772) 871-1915 (800) 749-9056
"We're Taking The Shutter Industry By Storm" FAX(772) 871-0990
BILLING INFORMATION DATt JOB INFORMATION.
TOM BYRD 6/15/2016 TOM BYRD
3920 NORTH HIGHWAY AIA
3920 NORTH HIGHWAY AIA 1414 C 1)65
DEVELOPMENT
FORT PIERCE, FLORIDA 34949 OCEAN PEARL FORT PIERCE, FLORIDA 34949
• 772-801-5101 • OWNER
# QTY DIMENSIONS DESCRIPTION COST
1 1 60"X 106.5" ENTRY DOORS,WHITE,ROLL CRANK $1,573
2. 1 43.26'X 56' WINDOW,WHITE,HV ACCORDIANS $280
3. 1 69.2&'X 66' WINDOW,WHITE,HV ACCORDIANS $423
4. 1 69.26'X 56" WINDOW',WHITE,HV ACCORDIANS $423
1117i!FIR D
JUL 2120%
PERMIT7ING
St.Lucie County, FL
t4O
SPECIAL INSTRUCTIONS
1 TOTAL $2,699
SHUTTERS 'G D`E' S 'A P PRI'Okb EL I V ER"Y WEEKS
FIVEYEAR WARRANTY. FOR.PARTS AND LABOR(SEE WARRANTY INFORMATION). DEPOSIT $899
SHUTTERS MUST!BE MAINTAINED'PROPERLY(SEE-,MAINTENANCE INFORMATION). 120
OPENING#1 INSIDE AND OUTSIDE UNIVERSAL BALANCE $1,800
SALES REPRESENTATIVE DATE PURCHASER
TOM F G
11-v I
WWW.EXPERTSHUTTERS.COM
JUL
PERMITfiNC
St. Lucie County, FL
2
1
BYRD
RESIDENDE
s 4
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P.S.F,) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET
BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS (Rk7AIL, WHOLESALE)
1n
JUL 1120%
PERMITTING
PEAK L"LESS THAN 7'-9" L•-GREATER OR EQUAL THAN 7'-9"AND L•'GREATER OR EQUAL THAN 12'-J" St.Lucie County,FL
ROOF LESS THAN 12'-J"
HDGHT POSITIVE NEGARVE POSITIVE NEGATIVE POSITIVE NEGATIVE
AJ ULTIMATE A.SD. ULTIMATE A.S.O. ULAMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULT/MATE A.S.D. Np/GATED DESIGN WIND PRESSURES
Q'- 15' 76.4 45.8 102.4 61.4 73.0 438 95.5 57.3 68.5 41.1 86.4 51.8 * CORRESPOND TO TRE MA NUN END
LONE AND fNIERlOR ZONE Ca NO
> 15•-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 ; 43.2 90.6 54.5 AND FOR ALL ROOF
SLOPES
>20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.81 44.9 94.4 56.6 **L-STORM PANEL LENGTH,
>25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 77.J 46.4 97.4 58.4 ACCORDION SHUTTER
BLADE LENGTH OR BAMW
>30'-40' 90.7 54.4 121.4 72.8 86.6 520 173.3 6B.0 81.2 48.7 102.4 61.4 SHUTTER HEIGHT.
>40'-5o' 94.3 56.6 126.2. 75.7 90.0 54.0 7 17.7 70.6 84.4 50.6 106.5 63.9 a1c** PRODUCTS WHICH BEAR A
>50'-6o' 97.3 58.4 130.3 7B.,2 92.9 55.7 127.5 72.9 872 52.3 109.9 65.9 MIAMI-MDE COUNTY OR A
STATE OF FLORIDA APPROVAL
BUILDING'S PEAK ROOF HEIGHT va DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING(P.SF,) FOR ASG£ 7-f0 - PEAK ROOF H£IGNT GREATER THAN 60 FEET
BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS
RESIDENT)AL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
?S00f `ft
PEAK L-LESS THAN 12-5" L-GREATER OR EQUAL THAN 12'-J"
ROOF
HEIGHT POSITIVE NEGANVE POSITIVE NEGATIVE
M ULTIMATE A.S.O. ULTIMATE I A.S.O. UL1/MATE A.S.D. ULBMATE ASD.
>60'-70' 91.5 54.9 167.7 100.6 84.3 50.6 1 148.4 89.0 BUILDING SCHEMATIC
>70'-80' 93.6 56.2 171.6 103.0 86.7 51.7 751.9 91.1
>9D'-9D' 95.6 57.4 175.7 105.1 88.0 52.8 155.0 93.0
>9L7�--loQ` 97.3178.4 107.4 89.7 53.8 157.9 94.7
> 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 1630 97.8
> 140'- Iso' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 702.8 AIAA�IP��ER A•.. ✓'
> 160'- IBD' 107.8 64.7 197.6 718.6 99.3 59.6 174.9 104.9 �: vGENSF•.,.9
0
>200'-250' 11 7
4.1 68.5 709.2 125.5 105.2 63.1 185.1 11.1 `�� ti
;' No.44167
>250'-JOO' 117.8 70.1 276.0 129.6 108.5 65.1 191.1 J123.
* .*
>JOO'-350' 121.0 72.6 221.9 1331 111.5 66.9 196.3 STATE OF
>J5o'-400' 723.9 74.3 227.7 136.3 114.1 68.5 200.9> ao0'-450' 126.4 75.8 231.8 7391 1165 69.9 205.1 This is Not A Master Drawing. o�s oro....>450'-500' 128.8 77.3236.1 747.7 178.6 71.2 208.9 AS' "�"
Valid Only For One Time Permit,
1.)THIS CER77FIED SIGNED AND SEALED WINO LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-I0,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014 (5(h EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH,MARTIN, ST. LUCIE&INDIAN RAVER COUNTIES
APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE RME BUILDING PERMIT. STORM PANELS ACCORDION&BN'(QMA SHUTTERS SCALE
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECRON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. If BLOGS 06/1 V15
WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. DATE
4.)THUS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I L E C O �w c. WIND PRESSURE CHART
BASIC WINO SPEED a 10. mph
TlLLM TESTING h ENGINEERING COMPANY EXPOSURE D,Kd=O.BS 15-188
5.)THE C WIND LOAD SELECTED O THE CONTRACTOR OR PERMIT HOLDER EDUL THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED 9Y sas!kw.JauC 54 SI..Jaa.w,crNw wrOa+S rt afrae
THE CONTRACTOR OR PERM?HOLDER(e.y.,SPREADSHEET,OPENING SCNEDULE/TAKE OFF SHEET,ETC.). Plun.:LJoafanB-00 c paalan-uur �, a.rc �� DRAWING No
EB-0006719 r-m r/M un
WALTER A. RLLIT Jr.P.E �A r - - SHEET 1 OF I
FLORIDA Uc. a