WS-15-1419 Permit NO. WS-6-15-1419
�s+±OMiami Shores Village Permit Type:Windows/Shutters
10050 N.E.2nd Avenue NW Perm 't
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rlc Classification:Window/Door Re lacem
Miami Shores,FL 33138-0000
Permit Status:APPROVED
Phone: (305)795-2204
Issue Date:6/19/2015 Expiration: 1 211 6/2 0 1 5
Project Address Parcel Number Applicant
29 NW 94 Street 1131010340140
Miami Shores, FL 33150- Block: Lot: STEPHEN HARPER ODALYS AC
Owner Information Address Phone Cell
STEPHEN HARPER ODALYS ACOSTA 28 NW 94 Street
MIAMI SHORES FL 33150-2237
Contractor(s) Phone Cell Phone
Valuation: $ 13,762.73
FOWLER ENGINEERING CONTRACTC (954)964-8244 (561)309-2637
Total Scl Feet: 320
Type of Work:REPAIR AND REPLACE IMPACT WINDOWS( Available Inspections:
No of Openings:18 Inspection Type:
Additional Info:
Window Door Attachment
Classification:Residential Final
Scanning:4 Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $8.40
Invoice# WS-6-15-55924
DBPR Fee $4.20 06/10/2015 Check#:4363 $50.00 $272.80
DCA Fee $4.20
Education Surcharge $2.80 06/19/2015 Check#:4397 $272.80 $0.00
Permit Fee $280.00
Scanning Fee $12.00
Technology Fee $11.20
Total: $322.80
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFI VI I certify 11 the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction an o g. Futherm authorize the above-named contractor to do the work stated.
June 19, 2015
Auth ized gnature:Ow / Applicant / Contractor / Agent Date
Building Department Copy
June 19,2015 1
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ASCE 7-10 Design Wind Loads REGIONAL WIND LOAD CHART
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SOUTH FLORIDA EDITION-
.•1 4II Components &Cladding
_ •
600 • • P ASD Load Combination Coefficient: 0.6 Kat= 1.0
"°�``'" 'rl'%• :V4irid Presse,tires[psf]For ase with Allowable Stress Design Enclosed Bldg: GCp1=±0.18 Kd= 0.85
Droward,Palm Beach Broward,Palm Beach(Coast) Miami-Dade Miami-Dade(Coast) Florida Keys(Coast)
Wind Speed: 170 mph VYiild gjegd4l7g rVPJ1•; ::•Wind Speed: 175 mph Wind Speed: 175 mph Wind Speed: 180 mph
Exposure Category'C' Ei b4!i'e Cath o"s .D' :• . :Exposure Category'C' Exposure Category'D' Exposure Category'D'
Mean Mean Mean Mean Mean
All Triburary Areas All Triburary Areas All Triburary Areas All Triburary Areas All Triburary Areas
Roof Roof Roof Roof Roof
Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5
• •
Height Interior Comer Height • Tnt•to • • C n •Height interior Corner Height interior Corner Heigh Interior Corner
-m-to: + - + - up to: +• •r lbol 0 up to: + - + - up to: + - + -
15 ft +37.8-41.0 +374-75 fz_ 0 -(A •-- .1 43.4 +40.1 .6 -15 +48.rly-52.7 -+48.-6-6 . - +31.4 -6i8?9
20 ft +40.2-43.6 +40.2-53.8 20 ft +48.2-52.3 +48.2-64.6 20 ft +42.6-46.2 +42.6-57.0 20 ft +51.1-55.4 +51.1-68.4 20 ft +54.1-58.6 +54.1-72.4
25 ft +42.1-45.7 +42.1-56.4 25 ft +50.1-54.4 +50.1-67.1 25 ft +44.6-48.4 +44.6-59.7 25 ft +53.1-57.6 +53.1-71.1 25 ft +56.2-61.0 +56.2-75.3
30 ft +43.7-47.4 +43.7-58.6 30 ft +51.7-56.1 +51.7-69.3 30 ft +46.3-50.3 +46.3-62.1 30 ft +54.8-59.5 +54.8-73.4 30 ft +58.0-62.9 +58.0-77.7
35 ft +45.2-49.0 +45.2-60.5 35 ft +53.2-57.7 +53.2-71.2 35 ft +47.9-51.9 +47.9-64.1 35 ft +56.3-61.1 +56.3-75.4 35 ft +59.6-64.6 +59.6-79.8
40 ft +46.5-50.4 +46.5-62.2 40 ft +54.4-59.0 +54.4-72.8 40 ft +49.2-53.4 +49.2-65.9 40 ft +57.6-62.5 +57.6-77.2 40 ft +61.0-66.2 +61.0-81.7
45 ft +47.6-51.7 +47.6-63.8 45 ft +55.5-60.2 +55.5-74.3 45 ft +50.5-54.8 +50.5-67.6 45 ft +58.8-63.8 +58.8-78.8 45 ft +62.3-67.5 +62.3-83.4
50 ft +48.7-52.8 +48.7-65.2 50 ft +56.6-61.3 +56.6-75.7 50 ft +51.6-56.0 +51.6-69.1 50 ft +59.9 -65.0 +59.9-80.2 50 ft +63.4-68.8 +63.4-84.9
55 ft +49.7-53.9 +49.7-66.5 55 ft +57.5-62.4 +57.5-77.0 55 ft +52.7-57.1 +52.7-70.5 Oft +60.9-66.1 +60.9-81.6 Oft +64.5-69.9 +64.5-86.3
60 ft +50.6-54.9 +50.6-67.8 60 ft +58.4-63.3 +58.4-78.2 60 ft +53.6-58.2 +53.6-71.8 60 ft +61.9-67.1 +61.9-82.8 60 ft +65.4-71.0 +65.4-87.6
70 ft +47.8-47.8 +47.8-87.7 70 ft +54.9-54.9 +54.9 1-100.6 70 ft +50.7-50.7 +50.7-92.9 70 ft +58.2-58.2 +58.2-106.6 70 ft +61.5-61.5 +61.5-112.8
80 ft +49.2 -49.2 +49.2-90.2 80 ft +56.2-56.2 +56.2-103.0 80 ft +52.1-52.1 +52.1-95.6 80 ft +59.5-59.5 +59.5-109.1 80 ft +63.0-63.0 +63.0-115.4
90 ft +50.4-50.4 +50.4-92.5 90 ft +57.3-57.3 +57.3-105.1 90 ft +53.5 -53.5 +53.5-98.0 90 ft +60.8-60.8 +60.8-111.4 90 ft +64.3-64.3 +64.3-117.8
100 ft +51.6-51.6 +51.6-94.6 100 ft +58.4-58.4 +58.4-107.1 100 ft +54.7-54.7 +54.7-100.2 100 ft +61.9-61.9 +61.9-113.4 100 ft +65.5 -65.5 +65.5-120.0
120 ft +53.6-53.6 +53.6-98.3 120 ft +60.3-60.3 +60.3-110.5 120 ft +56.8-56.8 +56.8-104.1 120 ft +63.9-63.9 +63.9-117.1 120 ft +67.61-67.6 +67.6-123.9
140 ft +55.4-55.4 +55.4-101.5 140 ft +61.9-61.9 +61.9-113.5 140 ft +58.7-58.7 +58.7-107.6 140 ft +65.6-65.6 +65.61-120.3 140 ft +69.4-69.4 +69.4-127.2
160 ft +56.9-56.9 +56.9-104.4 160 ft +63.4-63.4 +63.4-116.2 160 ft +60.3-60.3 +60.3 -110.6 160 ft +67.1-67.1 +67.1-123.1 160 ft +71.0-71.0 +71.0-130.2
180 ft +58.4-58.4 +58.4-107.0 180 ft +64.7-64.7 +64.7-118.6 180 ft +61.9-61.9 +61.9-113.4 180 ft +68.5-68.5 +68.5-125.7 180 ft +72.5 -72.5 +72.5 -132.9
200 ft +59.7-59.7 +59.7-109.4200Ift
+65.9 1-65.9 +65.9-120.8 200 ft +63.2-63.2 +63.2 -115.9 200 ft +69.8-69.8 +69.8-128.0 200 ft +73.9-73.9 +73.9-135.4
In •Design conforms to the 2010 Florida Building Code. •Wind Speeds noted above are ultimate design wind •Wind pressures are applicable to all building floors. a a Valid only with engineer's
•Tabulated design wind loads are based on ASCE 7-10 speeds(3-second gust). •Tabulated wind pressures are valid for all roof slopes,no
specifications for components and cladding based on design •Cities and/or counties are listed only as a general guide, reduction for roof slope 510°has been considered. JE5
i signature raised seal
criteria as noted herein. based on Risk Category 11 buildings.Verify applicable wind •Tributary Area noted In table(effective wind area)is Zorn
permit,applicability of speed and exposure category with kcal building equal to the minimum of[height x width]or(ht x ht/3].
•Where this document is used for po 4 i 5 Z04- �
design criteria noted herein(Basic Wind Speed,Exposure department. Round down to values shown. 5 4 :5
Category,Risk Category,etc.)shall be verified by the ,us W&minus(-)signs signify pressures acting toward •Zones 4&5(°Interior°and°comer"zones,respectively) _
contractor&building official prior to construction. and away from the exterior component or cladding surface, areas shown to the right,where the dimension•a°Is the Eaaa Height rm"Y4
®15
•This specification may be used In conjunction with respectively. minimum of 10%of the building's least horizontel Mean Roof Ht
engineering under separate certification(by this engineer •Where"Mean(average)Roof Height'cannot be dimension or 40%of the mean roof height,but never less i
or by others)using Allowable Stress Design(ASD). determined,peak roof height shall be used,except that than T-G'or 47.of the least horizontal dimension. Peak Height 1 Th r i st 13 In't Migile u1b E
•Refer to the above-noted ASCE 7 standard for eave height shall be used for roof angle less than or equal •This specification Is valid only for use with structures NOT
descriptions and definitions of all design criteria. to 10°.Round up to values shown located In the upper one-half of an Isolated hill,ridge or WALL ELEVATION WALL ELEVATION FL PE#67382 CA#29531
1200 N Federal Hwy,#200,Boca Raton,FL 33432 •Design Is based on structure classification as Enclosed Bldg: Copyright 02015 Easy Seals Document No.MRS