PL-15-2106 0
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Mtami Shor9s,FL
Phone:(305)795-2204 Fa c:(305)75&8872
Inspection Number INSP-241728 Permit Number: PL-8-16-2106
Scheduled Inspection Date: February 17,2016 Permit Type: Plumbing -Residential
Inspector Hernandez,Rafael Inspection Type: Final
Owner. ,ML"1 LLC Work Classification: Addition/Alteration
Job Address:901 NE 97 Street
Miami Shores,FL 33138- Phone Number (3305)48WD7 45
Parol Number 1132060143310
Project <NONE>
Cont r. LUIS QUALITY PLUMBING INC Phone:(786)2W2210
Building Deparintent Comments
REPLACING FIXTURES IN 2 BATH AND RELOCATING INSPECTOR COMMENTS FWN
LAUNDRY ROOM NEW KITCHEN HOT WATER HEATER
Inspector Comments
Passed
Failed
Correction
t t ,
(deeded
Re-inspection
Fee
No AW RImW Inspecftm conn be sdmduW uW
Wfwpec wn fee is pak.
Hary 1s_2018 For Inspections please calk(305 762-4949 page 3 of 40
v, Miami Shores Village
10050 N.E.2nd Avenue NE
Miami Shores,FL 33138-0000 ,
` Phone: (305)795-2204 {
Expiration: 02/28/2016
Project Address Parcel Number Applicant
901 NE 97 Street 1132060143310
MIA41 1 LLC
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Cell
MIA41 1 LLC 9840 NE 2 Avenue (305)807-4045
MIAMI SHORES FL 3313-8
9840 NE 2 Avenue
MIAMI SHORES FL 3313-8
Contractor(s) Phone Cell Phone Valuation: $ 2,500.00
LUIS QUALITY PLUMBING INC (786)256-2210 Total Sq Feet: 0
Type of Work:REPLACING FIXTURES IN 2 BATH AND RE Available Inspections:
Type of Piping: Inspection Type:
Additional Info: Top Out
Bond Retum: Final
Classification:Residential Scanning:1 Review Plumbing
Underground
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80 Invoice# PL-8-15-56771
DBPR Fee $3.38 09/01/2015 Credit Card $239.56 $0.00
DCA Fee $3.38
Education Surcharge $0.60
Permit Fee $225.00
Scanning Fee $3.00
Technology Fee $2.40
Total: $239.56
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 AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction aIx
g. Futhermore,I authorize the above-named contractor to do the work stated.
September 01,2015
Atil-brized Signature:Of
er / icant / Contractor / Agent Date
Building Department Copy
September 01,2015 1
Miami Shores Village
Building Department AU8 ! Iwil-
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972 ' _
INSPECTION LINE PHONE NUMBER:(305)762-4949 -
FBC 2010
BUILDING master Permit No.R(--, s -z1
PERMIT APPLICATION Sub Permit NoP—I(;- 7( WS
❑BUILDING ❑ ELECTF�C ❑ ROOFING ❑ REVISION ❑EXTENSION ETCENEWAL
PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS M CHANGE OF []CANCELLATION ❑ SHOP
7 CONTRACTOR DRAWINGS
JOB ADDRESS: qO I Ad ( 2114 ME /
City Miami Shores County Miami Dade Zip: f 3
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): M-►lk y1"I Phone#: 2k� ®S'd�1 b 0
Address: S4�j f Al ' l✓P �7j-o ` Ae-Z `-, 1 NWW N 25
City: r-i,- State: /" Zip: 33U4.
Tenant/Lessee Name: Phone#:
Email: 1-1)JS AA c---c-Z ZL/ ie 45 le-W
CONTRACTOR:Company Name: 'le C"J %Lit /Ma JA. Phone#: �� �c5r� 2/L>
Address:
City: -A M a4 i' State: t-1 . Zip: 3 f 2 .t_
Qualifier Name: Aen 1A ®L-'�L— Phone#: 7 ee- V SEL 2-7- I tJ
State Certification or Registration# F 00 3 4 b J-- Certificate of Competency#: D
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ 7,s'0v- e, Square/Unear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
f Desc'll�tion of Wdga �r �F N �.9-vr� t✓1✓1�i �,�tL'
(�/a-moi 3,✓Z Sa• �a i Crr ^�i ��iw?5 1�95'N Lz�y i
G .S I-c3 Q,4,0 vz 1T-{t L14-2
Specify color of color thru tile: L
Submittal Fee$ �' Permit Fee$ L ✓. CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Tralning/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
a� �
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500,the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
OWNER or A ENT 4ccToR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
J W-101 W day of y S i ,20 /Sr ,by I Z- day of A-J Sv t ,20 ,by
ho i ersonaliy known to '4 1 01 how n
--J _
ho has produced as me or who has produced Gov �c.:Otras
identification and who did take an oath. identification and who did take an oath.
NOTARY PUB C: NOTARY PUBLIC:
MICHELLE L
,�+ � Ji11�ENfi2
Sign: Sign: ". : MY COMMISSON
=12F t
:.1 MY ���•�� Y
rint: !� COMM! rZ Print: EXPIRES
EXPIRES February 25,2017
Seal: , al:
oar
APPROVED BY 'T Plans Examiner Zoning
Structural Review Clerk
0
(Revised02/24/2014)
' c
RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY
STATE OF PLORIDlI►`
DEP/ RTMONSTRUCTIQENT 00 �ENQUSTRY I C NEISS AND NOARQlI,AT14N
R A037905 .
I"I�e PLUMBINO-CON'TRAC" 0,
Narle below HAS REGiS "EREC
Ufrleth�prarisions�? Ch r 4$9 $';
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ISSUED: 08/16/2015 DISPLAY AS REQUIRED BY LAW SEQ# L1608160002062
CTCorsndes Q Board
USINESS CERTIFICATEOFCMPETENCY
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H -RNA D.IS DOMINGO
Is certified under the provislom of Chapter 10 of M
Municipal contractors Tax Receipt
Miami-DTadeCHIS IS ibTA CountyDO, o Fforlda'
Cc No 04P0000 5
tllNBiNB8B NAM6/LOCA*n RECEIPT NO. S,�CPIRES
LUIS:QUAu1Y PLUMBING INC $imp'-'EMBER 309 2016
245 NW 59 CT 7472213
MIAMI,FL 33126 pumuarrt to Codnty Code
Seo 10-24
OWNER TYPE OP BU8INES4 PAYMBW PIBCBIVBD
LUIS QUALITY PLUMBING INC PLUMBING CONTRACTOR BY TAX MUM=
C/0 LUIS HERNANDEZ 200.00 09/21/2015
0223-15-006542
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CHIEF FtlSANCIAL OFRCSt STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS'COMPENSATION
••CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORA WORKERS COMPENSATION LAW:•
CONSTRUCTION INDUSTRY EXEMPTION
This Dertifles that the Huai fisted bebw hes eb(ted to be ammpt from FbFWa VNoriaers CSI law.
EFFECTIVE DATE: 9!18(2015 E GnMTKHN DATE: W17r2017
PERSON: HERNANDEZ LUIS
FEIN: 200422x434
BUSINESS NAME AND ADDRESS:
LUIS QUALITY PLUMBING INC
245 NW 59 COURT
MIAN FL 33126
SCOPES OF BUSINESS OR TRADE:
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https://apps8.fldfs.com/crreporMewer/reportViewer.mpx?data=kdvponc9D7Q3gH6TER6... 9/15/2415
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-241731 Permit Number: MC-8-15-2107
Scheduled Inspection Date: March 07,2016 Permit Type: Mechanical- Residential
Inspector: Perez,JanPlerre
Inspection Type: Final
Owner: , MIA411 LLC Work Classification: Addition/Alteration
Job Address:901 NE 97 Street
Miami Shores, FL 33138-
Phone Number (305)807.4045
Parcel Number 1132060143310
Project <NONE>
Contractor: MASTER MECHANICAL HVAC CORP Phone: (305)394-6218
Building Department Comments
NEW AC SYSTEM, NEW DROPS, EXHAUST MAIN. Infractlo Passed comments
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
March 04,2016 For Inspections please call: (305)76241949 Page 5 of 41
Miami Shores Village
10050 N.E.2nd Avenue NE
Miami Shores,FL 33138-0000 }r
s�
Phone: (305)795-2204
y Expiration: 02/28/2016
Project Address Parcel Number Applicant
901 NE 97 Street 1132060143310
Miami Shores, FL 33138- Block: Lot: MIA41 1 LLC
Owner Information Address Phone Cell
MIA41 1 LLC 9840 NE 2 Avenue (305)807-4045
MIAMI SHORES FL 3313-8
9840 NE 2 Avenue
MIAMI SHORES FL 3313-8
Contractor(s) Phone Cell Phone Valuation: $ 2,000.00
MASTER MECHANICAL HVAC CORP (305)394-6218
Total Sq Feet: 0
Tons: Available Inspections:
Additional Info:NEW AC SYSTEM,NEW DROPS,EXHAUST M Inspection Type:
Classification:Residential
Final
Approved:In Review Rough Duct
Comments: Date Approved::In Review Review Mechanical
Date Denied: Type of Work: Underground
Scanning:1
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.20 Invoice# MC-8-15-56772
DBPR Fee $3.30 09/01/2015 Credit Card $232.80 $0.00
DCA Fee $3.30
Education Surcharge $0.40
Permit Fee $220.00
Scanning Fee $3.00
Technology Fee $1.60
Total: $232.80
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 AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated.
A;JA A4AA.Z�� September 01,2015
uthorized Signature:lent
er / pllcant / Contractor / Agent ate
Building Depart Copy
September 01,2015 1
Miami Shores Village
�?A
g AUG 19 2015
Building Department 1.
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 - - - - - -
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20t0
BUILDING Master Permit No.pL !4�s - 104
PERMIT APPLICATION Sub Permit No. M 15- ZI 0-�
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION OdNEWAL
PLUMBING 2rMECHANICALPUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION n SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: (G 1 16. `I sf I�
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: 11,3Z G 601 Lf 3 3) 6 is the Building Historically Designated:Yes NO
Occupancy Type: Load: 9 Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): Y` T A &t(2- Phone#: 7%u z e-1,-G`fGG
Address: 7 �S4vc
City: State: Zip: 3 .D
Tenant/Less��ee N�ame: Phone#:
Email: Dom_TT MeA-trZiC cc e-1
CONTRACTOR:Company Name: l�G /A74z 4"1 L `�dN/+� r' Zv
dfPPhone#: �(��^39 V76 /
Address: 44 G/AAA)
City: 4�i pizw_ // State• �� Zip:
Qualifier Name:-4 , �� GrG .Rlyot Phone#:
State Certification or Registration#: c f /lr S Certificate of competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit$ Z-Y ®& ° Square/Unear Footage of Work:
❑ Addition ❑ Alteration ,, L�New ❑ Repair/Replace El Demolition
Description of Work: f�d✓'�ef IV� ma'�' �J ''' �a'L'1060--:91 F
'P r*L A<Ai"s/ -10 S',&Q se 'PIED 1 T U nn r_1 moi'-2b59
Specify color of color thru We:
Submittal Fee$ Permit Fee$Otv20- 016) CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ �2_75 '' 19 0
(Revised02/24/2014)
r: ;
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$250, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
OWNER or AGENT NTRA
The foregoing instrumentwasacknowledged before me this a foregoing instrum nt was acknowledged before me this
/ Z day of 20 r by 02 day of�2 h.»fi 020 6 ,by
j✓ i l��Cr1 v ho is personally known to 4111111AVA'U U E -Who is personally known to
me or who has produced as '` 'me or who has produced eDy LSGI1_a_04, Vtl P&-� as
identification and who did take an oath. �identif'icatio d who did take an oath.
NOTARY P C: {NOTARY P BU
Sign: Sign: A LL&L JVAIW&
-"• •'=
MYCOMMISSIONOVE874364
Print:
Seal: '� �' MY COMMISSION#EE874364 '}} Seal:
to EXPIRES February 25,2017 �_1
t$3 .
Q / I
APPROVED BY �7 ♦•� Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
k ®cls, n ineeran , Inc
_-� -AI �kyrockeng.com
STRUCTURAL CALCULATIONS
Erf—
OFF1
.c n A
Lp
FOR
RESIDENTIAL REMODELING
AT
0000..
901 NE 97TH STREET, ••• 6606:90
0000
•
000000
MIAMI SHORES, FLORIDA 33138 0.0000 •
0000..
•.000 0000
0*00 0000 00000
• 0
,, 0000.
c•0,:00 , 00 0 000000
:00*40 0
• .
.0000. 0000..
• :606e:
.. 0000
000•
PREPARED BY:
AIMEE RODRIGUEZ, PE.
LICENSE No. 69701
CA No. 29652
Phone:786.285.7157 Fax:305.258.3345 Email:aimee@skyrockeng.com
MECANi.nd Version 2 .1 .0 . 6 per ASCE 7-10
Developed by MCA Enterprises, Inc. Copyright 2014 unew.mecaentemrises.com
Date : 11/6/2014 Project No.
Company Name : Designed By
Address Description
City Customer Name
State Proj Location
File Location: C:\WORK\MY PROJECTS\2014\(14030) 901 NE 97 STREET (DELLA)\CALL\CALC.wnd
Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Basic Wind Speed(V) = 175.00 mph
Structural Category = II Exposure Category = C
Natural Frequency = N/A Flexible Structure - No
Importance Factor = 1.00 Kd Directional Factor = 1.00
Damping Ratio (beta) = 0.01
Alpha = 9.50 Zg = 900.00 ft
At = 0.11 Bt = 1.00
Am = 0.15 Bm - 0.65
Cc = 0.20 1 = 500.00 ft
Epsilon = 0.20 Zmin - 15.00 ft
Slope of Roof = 3 : 12 Slope of Roof(Theta) = 14.04 Deg
Ht: Mean Roof Ht = 15.00 ft Type of Roof = Gabled
RHt: Ridge Ht = 15.00 ft Eht: Eave Height = " IQ ft
OH: Roof Overhang at Eave= 2.00 ft Roof Area ; �•�= 1@58.00 ft^••••••
2 9090 . 9090 . �.
Bldg Length Along Ridge = 65.00 ft Bldg Width Across ' (jq@= 04 1!00 ft -e-
Gust Factor Category I Rigid Structures - Simplified Method •�...• •9090• ;'6";
Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 �•«�660.85�••6906 900.0.
90 . 9090. •
Gust Factor Category II Rigid Structures - Complete Analys7.S .
9090.6•...6. !••6 i
Zm: 0.6*Ht •0990:090 009090901909015.00 ft 0
lzm: Cc*(33/Zm)^0.167 • _• . 0.03 690
Lzm: 1*(Zm/33)^Epsilon 0 =90427.(rg6��• 9.66.0
Q: (1/(1+0.63*( (B+Ht)/Lzm)^0.63) )^0.5 •6� 0.9290909090 :90909090:
Gust2: 0.925*( (1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm) ) = 0,$$0
9090
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi Internal Pressure Coefficient = +/-0.18
Topographic Adjustment
0.33*z = 4.95
Kzt (0.33*z) : Topographic factor at elevation 0.33*z = 1.00
Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 175.00 mph
Net Wind Pressures on Walls (Table 27.6-1)
VaJl Pressures do not -include effect of .internal pressure
MWFRS-Wall Pressures for Wind Normal to 41 ft wall
L/B 1.59
ph: Net Pressure at top of wall (windward + leeward) = 35.76 psf
Op0: Net Pressure at bottom of wall (windward + leeward) = 35.76 psf
ps: Side wall pressure acting uniformly outward = .6 * ph = 21.40 psf
pl: Leeward wall pressure acting uniformly outward = .32 * ph= 11.29 psf
pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.47 psf
pw0: Windward wall pressure acting uniformly outward = p0-pi = 24.47 psf
MWFRS-Wall Pressures for Wind Normal to 65 ft wall
LIB 0.63
ph: Net Pressure at top of wall (windward + leeward) 38.70 psf
p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf
ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf
pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf
pwh: Windward wall pressure acting uniformly outward = ph-pl = 23.99 psf
pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.99 psf
See Fig 27.6-2 for
Parapet wind Roof Pressures
pressures See Table 27.6-2
Mean roof ht.
Ph
Wall Pressures Wind ...:.
Spee'Fable 27.6-1 h ••••••
... . .. ......
Plan .... ......
.... .... .....
.. .. .. . ......
Elevation �••�•� ••
. . . . •
Net Wind Pressures on Roof Table 27.6-2) . .. � ��•� �••••�
Exposure Adjustment Factor _ ••••
1.000
Zone Load Casel Load Case2
psf psf
---- ---------- ----------
1 -35.31 5.16
2 -24.34 -7.20
3 -36.05 .00
4 -32.18 .00
5 -26.37 .00
Note: A value of 10' indicates that the zone/load case is not applicable.
05100000
Gabled Roof
Roof overh=a Loads (Figure 27.6-3) :
Load Case 1•
Povhl: Overhang pressure for zone 1 = -26.48 psf
Povh3: Overhang pressure for zone 3 = -27.03 psf
Load Case 2:
Povhl: Overhang pressure for zone 1 - 3.87 psf
Povh3: Overhang pressure for zone 3 = .00 psf
RM)f WMC prCSSUM firOM tabic
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MECAMind Version 2 . 1 . 0 . 6 ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com
Date : 11/6/2014 Project No.
Company Name : Designed By
Address Description
City Customer Name :
State Proj Location :
File Location: C:\WORK\MY PROJECTS\2014\(14030) 901 NE 97 STREET (DELIA)\CALC\CALC.wnd
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shown
4
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Gable Roof'1R. 45 '•• •
.. 000..
a 0
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Wind Pressure on Components and Cladding (Ch 8q•PPrt 01)0 '
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All pressures shown are based upon ASD Design, with a Loaa•Fahtor of- .'S ••*•••
0000.. •
• .
Width of Pressure Coefficient Zone "a" = 4.1 oft • • • 0.0000
Description Width Span Area Zone Max Min Max g tVn P•000000 0 0
0 0 0 0000 0
ft ft fe2 GCp GCp psf •• psf •••• • •
•
WALL 3.00 9.00 27.0 4 0.92 -1.02 44.08 -48.0
WALL 3.00 9.00 27.0 5 0.92 -1.25 44.08 -57.01 -
WINDOWS 3.00 3.00 9.0 4 1.00 -1.10 47.12 -51.11
WINDOWS 3.00 3.00 9.0 5 1.00 -1.40 47.12 -63.09
DOOR 6.67 3.00 20.0 4 0.95 -1.05 44.99 -48.99
DOOR 6.67 3.00 20.0 5 0.95 -1.29 44.99 -58.84
Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85
Qhcc: .00256*V^2*Khcc*Kht*Kd = 39.93 psf
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