EL-15-380Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-230593 Permit Number: EL -2-15-380
Scheduled Inspection Date: March 19, 2015 Permit Type: Electrical - Residential
Inspector: Devaney, Michael
Owner: ,
Job Address: 126 NW 101 Street
Miami Shores, FL
Project: <NONE>
Contractor: RAY WILLIAM ELECTRIC, INC
comments
Inspection Type. Final
Work Classification: Alteration
Phone Number (305)219-8267
Parcel Number 1131010220190
Phone: (305)582-6142
ELECTRIC WORK IN KITCHEN AND BATH AS PER ' ---__
PLANS.
INSPECTOR COMMENTS False
Inspector Comments
Passed l
Failed
Correction ❑
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
March 18, 2015 For Inspections please call: (305)762-4949 Page 36 of 38
y. ►
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795 2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: Electrical
JOB ADDRESS: 12 & N • W ,
FBC 20 (l)
FEB 2.0 2015
Permit No. i i S_
Master Permit No. n Ls - 123
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:
Is the Building Historically Designated: Yes NO ✓ Flood Zone:
OWNER: Name (Fee Simple Titleholder): 'f�o "I vi tie Sin e. NTS Phone#:
Address_
City:
State: % Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: Vii k11g yvl S 'f . (eG'* X iC. Phone#: l o r 2 I 2—e"7
Address: 119zo S• w . 13 y ,4 ave
City: bAf/` 2 State: Al Zip: 3333 O
Qualifier Name: 12&1/ VJ f l 1 d1 W► C 1E • e� Phone#:
State Certification or Registration #: C- (3 ®D 2 g t Certificate of Competency #: _
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ Z K Square/Linear Footage of Work: 20
Type of Work: ❑Address 1 ❑Alteration ❑New Wtepair eplace ❑Demolition
Description of Work: 'T►UG wvw, `C. 'm Ktke K on a -h R1 por
:k lz eglsklzlzlss#�s@ls sizzkzkzk:kRzr:Mz:kAzzizsdzhzizzkzk>a:iz:4>elszkiRxzisCr'xF'eesRzzkskM+fizko#:ezk:k3zotizYx��:z$:�$zapzkeIzXzB:sk$z$z�{z�z�zk$z �'z �Z�, A'zMzksY=ksRzk�ziz8g
Submittal Fee $ Permit Fee $ XX0i �� CCF CO/CC $
Scanning Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ _Structural Review $ __
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $ d-�
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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.
Signatur
Owner or Agent
The foregoing instrument was acknowledged before me this
day of 157 , 20 j� -, by�Dg J 2 ('t q VtZ-
who is rsonally know me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Co iipiSANDY ROMERO
res:
Notary Public - State of Florida
My Comm. Expires Jul 26, 2015
Commission # EE 116040
APPROVED BY
Signature wJ&'MJJC
Contractor
The foregoing instrument was acknowledged beforemethis f J�
day of , 20 , b- f o rl % CI ,
who is sonally known t e or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Print: " t-vJ IV I C-'/'
My Commi i®ti` SANDY RO
MEn
�• « .° ,` Notary public -State of Florida
My Comm. ExpiresJul
26 init
Ze-/,rr
Plans Examiner
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
Notice to Owner — Workers' Com
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
nsation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if. -
1.
f:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors..
Therefore, you may be personally liable for the worker compensation iniuries of any person allowed to work under this
ep rmit• Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
- W-6i-�l
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this Z
day*iersoEna�n�k
, 20 '6*
By whno to me or has produced
as
Notary:SE 111
VUMERO
.(— :1nz COl111iliSS101 ii EE 116040
July 26, 2015
Contractor
a
Signature:
4wky
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this
da , 2
By
who is onally known t—oble or has produced
as identification.
Notary:
SEAL: � •�' SANDY tROMERO
CO±in,A#- On st EE 116040
my 'Olt?i11iSS1
"J` July 26, 2015
Ray E. Williams Inc
4820 SW 134th Ave
SW Ranches, FL 33330
AFFIDAVIT
I, Ray E. Willams, will be the only person working on the project at 126 NW 101 St
Miami Shores, FL 33150-1214.
Ray E. Willams
(305) 219-8267
daviddapc@gmail.com
Signature:✓°�e� �V1�Gw
The foregoing ' strument was acknowledged before me this ,�2_ day of 25A ,
20 f 5 ,
By 2&- w-. iliA m s who i . ersonall kno to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Signatu
Print:
Page 1 of 1
e�„� SANDY ROMERO
Seal:
s,�a�;R':
Commission # EE 116040
=.R=
My Commission Expires
NC
`
'':;°„�„� July 26, 2015
Page 1 of 1
02/23/2015 11:00 3058842632 MIAMI SPRINGS SR PAGE 01/01
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02123/2015 08:00
Report Viewer
3058842632
��• R.• � •�/i � �.�iQD°�a
JEFF ArWATW
C141EF FINANCIAL OFFICER
MIAMI SPRINGS SR
M
STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
PAGE 04104
Page I
a * CERTIFICATE OF ELECTION TO SE EXEMPT FROM FLORIDA WORKERS' COMPENSA71ON LAW" a
CONSTRUCT10N INDUSTRY EXEMPTION
This ceffiies that the individual listed below has elected to be exempt from Florida Workers' Compensation It!w,
EFFECTIVE DATE: 513012014 EXPIRATION DATE: 5/2912016
PERSON: WILLIAMS RAY E
FEIN: 810667239
BUSINESS NAME AND ADDRESS:
RAY E WILLIAM$ INC
4820 SW 134 TH AVE
FT LAUDERDALE FL 33330
SCOPE$ OF BUSINESS OR TRADE:
ELECTRICAL WIRING
1MTHIN BUIL
PVrarratt to Cllopter 440.09(14] F.S., an ottWarof a corpotmtion vAio meets exemption !tornthis chapptter by W7g, a cer6flcate of ele don under this seelton maY
not lemur benefits or oompaassaon undet 90 chapter. PUravant to Chapter 440.05(12) F.S., Cartilimtas of election to be azentpt-. apply only WrAtn the eeost
of oro btm noss or bode %Aso on the nodes otetecdon to be exampt. Pursuant to Chapter 440.05(131, F.&, Noucas of eteedon to be enetapt and aedlficete9 of
ekrl011 to be exempt shad be a01Wto MVDWOon it, at arty MR after"RI&rg of the nodoe or the rssuanae of the CeMnaele, the parson rramed on gra natim 2
ceifdnmte rm IOngar masts the raquharnerds of Cis section for Issuance Pia oatifiwtA. The depertmsnt shall mm o o eartificate at any time rorarllue of the
person Haloed an the 090,02te to ttest the requremards of this aeotian,
DFS-F2-DWc,252 CERTIFICATE OF FLECTION TO 88 EXEMPT REVISED 07-12 OU>`STIONS? (11W)03-16119
DBPR - WILLIAMS, RAY E JR; Doing Business As: RAY E WILLIAMS INC, Certifle... Page 1 of I
9:27:59 PM 2/24/2095
Licensee IIS
Licensee Information
Name: WILLIAMS, RAY E IR (Primary Name)
RAY E. WILLIAMS INC (DBA Name)
Main Address: 4820 SW 134TH AVE
FT LAUDERDALE Florida 33330
County: BROWARD
License Mailing: ffc).e,, t_'.) _i—T
LicenseLocation:
License Information
License Type:
Certified Electrical Contractor
Rank:
Cert Electrical
License Number:
EC13002989
Status:
Current,Active
Licensure Date:
08/24/2005
Expires:
08/31/2016
Special Qualifications Qualification Effective
Co
View License -M.Plain
1940 North Monroe Street, Tallahassee FL 32399 :: Email: Customer Contact Center :: Customer Contact Center: 850.487.1395
The State of Florida is an AA/EEO employer. CaRyriaht 2002-2010 State, at ElatldaPrivacy Statement
Under Florida law, email addresses are public records. If you do not want your email address released in response to a public -records
request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any
questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees
licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaiis provided may be
used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. Please see our Chapter
45S page to determine if you are affected by this change.
https://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=974ODCO2FFAA 1 A4BF5... 2/24/2015
DBPR 0090 -- Duplicate License Request
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND
PROFESSIONAL REGULATION
Federal Statute. In this Instance, social security numbers are mandatory pursuant to c rue 4z unmea 5-tates t.00e,
Sections 653, 654, and 666(a); and Sections 455.203(9), 4092598, Florida Statutes. Social security numbers must
be recorded on all professional and occupational license applications and will be used to allow efficient screening of
applicants and licensees by Title N -D Child Support Agency to assure compliance with child support obligations.
I affirm that I have provided the above Information completely and truthfully to the best of my
knowledge. A ! + f
Licensee Sign Here:
The fee for a duplicate license Is $25.
Please mail to:
Department of Business and Professional Regulation
CIO Central Intake Unit
1940 North Monroe Street
Tallahassee, FL 32399-0783
e�p �enri�l �n�� lin,
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RENOVATION TO PRIVATE RESIDENCE
126 NW 101ST STREET
MIAMI SHORES, FLORIDA 33150
February 9, 2015
Mr. Ismael Naranjo
Building Official
Miami Shores Village
10050 NE 2nd Avenue
Miami Shores, FL 33138
REF: Renovation to Private Residence
126 nw 101st street
Miami Shores, FL 33150
Permit# RC -15-129
STRUCTURAL COMMENTS DATED 1/21/15:
ENGINEERING, LLC
Structural(Civll DeSfgn-InSpedlons-Assessments
RepWs•ShWD wbL9sConshdbnrVangge—t
1. PROVIDE STRUCTURAL NOTES -CODE REFERENCES, DESIGN LOAD CRITERIA,
MATERIAL PROPERTIES, SHORING NOTES.
Response: Please refer to new sheet A-3 with general notes as required.
2. PLEASE PROVIDE RATIONAL ANALYSIS & EVIDENCES THAT THE CONCRETE
MEMBER IS ADEQUATE TO SUPPORT CONCENTRATED LOAD OF THE COLUMNS.
Response: Please refer to attached calculations checking size of existing reinforced
concrete stem wall.
3. SPECIFY THE 2 WOODEN MEMBERS ABOVE THE STEEL BEAM AND THE
DIAGONAL MEMBER IN A/A-2.
Response: Please refer to amended details A on sheet A-2 with required information.
4. PROVIDE INTERIOR DIMENSIONS IN A/A-2.
Response: Please refer to amended details A on sheet A-2 depicting dimensions.
BUILDING COMMENTS DATED 1/27/15:
1. PROVIDE INTERIOR FINISH SCHEDULE INCLUDING FLOORS.
Response: Please refer to interior finish schedule on sheet A-2.
2. PROVIDt A WINDOW AND DOOR SCHEDULE.
Response: Please refer to sheet A-3 with door and window schedule.
3. PROVIDE DIMENSIONS OF NEW SHOWER.
Response: Please refer to revised sheet A-1 depicting shower dimensions.
LMU Engineering, LLC
19460 SW 211 STREET ■ Pembroke Pines, FL 33029 ■ Phone: (305) 804-8819 ■ lulloa@lmuengineering.com
Page 1 of 3
RENOVATION TO PRIVATE RESIDENCE
126 NW 101ST STREET ENGINEERING, LLC
MIAMI SHORES, FLORIDA 33150 Structural/04 Design-inspecitons-Assessments
Repods-Shop Dm%tvsCoruiwdbn Marx5ement
4. R4409.6.8.3 FLOOR JOISTS SUPPORTING CONCRETE OR GROUT FOR TILE
FLOOR SSHALL HAVE A MAXIMUM SPACING OF 12 INCHES (305 MM).
Response: Please refer to amended sheet A-2 depicting proposed additional wood floor
joists to reduce the spacing of joists to 8" O.C.
S. PROVIDE INTERIOR WALL DETAIL.
Response: Please refer to inteior wall detail on sheet A-3.
PLUMBING COMMENTS DATED 1/22/2015:
1. FBCR P2708.3 SHOWER CONTROL VALVES. INDIVIDUAL SHOWER AND
TUB/SHOWER COMBINATION VALVES SHALL BE EQUIPPED WITH CONTROL
VALVES OF THE PRESSURE -BALANCE, THERMOSTATIC -MIXING OR
COMBINATION PRESSURE-BALANCE/THERMOSTATIC-MIXING VALVE TYPES
WITH A HIGH LIMIT STOP IN ACCORDANCE WITH ASSE 1016 OR CSA 8125.
THE HIGH LIMIT STOP SHALL BE SET TO LIMIT WATER TEMPERATURE TO A
MAXIMUM OF 120°F. IN-LINE THERMOSTATIC VALVES SHALL NOT BE USED
FOR COMPLIANCE WITH THIS SECTION.
Response: Please refer to amended sheet P-1. Note has been added to plans.
2. FBCR P2903.5 WATER HAMMER. THE FLOW VELOCITY OF THE WATER
DISTRIBUTION SYSTEM SHALL BE CONTROLLED TO REDUCE THE
POSSIBILITY OF WATER HAMMER. A WATER -HAMMER ARRESTOR SHALL BE
INSTALLED WHERE QUICK -CLOSING VALVES ARE USED. WATER -HAMMER
ARRESTOR SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
SPECIFICATIONS. WATER -HAMMER ARRESTORS SHALL CONFORM TO ASSE
1010.
Response: Please refer to amended sheet P-1. Note has been added to plans.
3. FBCR P2903.2 MAXIMUM FLOW AND WATER CONSUMPTION. AS PER MIAMI-
DADE ORD. SEC. 8-31 PLUMBING FIXTURES SHALL MEET THE LOCAL WATER
FLOW RESTRICTIONS ADOPTED BY MIAMI-DADE COUNTY WATER AND
SEWER (WATER CLOSET 1.28 GPM, LAVATORY 1.5 GPM, SHOWER HEADS 1.5
GPM, AND KITCHEN FAUCETS 1.5 GPM).
Response: Please refer to amended sheet P-1. Note has been added to plans.
LMU Engineering, LLC
19460 SW 21 STREET ■ Pembroke Pines, FL 33029 ■ Phone: (305) 804-8819 ■ lulloa@lmuengineering.com
Page 2 of 3
RENOVATION TO PRIVATE RESIDENCE
126 NW 101ST STREET
MIAMI SHORES, FLORIDA 33150
ENGINEERING, LLC
structuravoyn Design-inspeciions-Assessments
Reporis-strop ommt),5 Coruffon Mancaement
4. FBCR P3108.1 HORIZONTAL WET VENT OR VERTICAL WET VENT PERMITTED.
ANY COMBINATION OF FIXTURES WITHIN TWO BATHROOM GROUPS
LOCATED ON THE SAME FLOOR LEVEL ARE PERMITTED TO BE VENTED BY A
HORIZONTAL WET VENT. THE WET VENT SHALL BE CONSIDERED THE VENT
FOR THE FIXTURES AND SHALL EXTEND FROM THE CONNECTION OF THE DRY
VENT ALONG THE DIRECTION OF THE FLOWIN THE DRAIN PIPE TO THE MOST
DOWNSTREAM FIXTURE DRAIN CONNECTION. ANY ADDITIONAL FIXTURES
SHALL DISCHARGE DOWNSTREAM OF THE HORIZONTAL WET VENT.
WASHING MACHINE AND KITCHEN WASTE SHALL CONNECT DOWN STREAM
OF BATHROOM WET VENT.
Response: Please refer to amended sheet P-1 with washing machina and kitchen waste
connected downstream from bathroom wet vent.
I hope this addresses all the comments and concerns, however should you have additional
comments, please do not hesitate to contact this office.
Sincerely,
Luis M. Ulloa, P.E., S.I.
Civil\Structural Engineer
LMU Engineering, LLC (CA# 27403)
State of Florida P.E. # 63909
19460 SW 2nd Street
Pembroke Pines, FL 33029
lulloa@lmuengineering.com
C.C. Addressee (2)
C.C. File
ATTACHMENTS:
1. Structural calculations
LMU Engineering, LLC
19460 SW 21 STREET • Pembroke Pines, FL 33029 ■ Phone: (305) 804-8819 ■ lulloa@lmuengineering.com
Page 3 of 3
RENOVATION TO PRIVATE RESIDENCE
126 NW 101ST STREET
MIAMI SHORES, FLORIDA 33150
February 9, 2015
Mr. Ismael Naranjo
Building Official
Miami. Shores Village
10050 NE 2nd Avenue
Miami Shores, FL 33138
REF: Renovation to Private Residence
126 nw 101st street
Miami Shores, FL 33150
Permit# RC -15-129
ENGINEERING, LLC
sm,ctura/Civu nestgn-trupecuons-Assessments
Repels -sib Amend
1. PROVIDE STRUCTURAL NOTES -CODE REFERENCES, DESIGN LOAD CRITERIA,
MATERIAL PROPERTIES, SHORING NOTES.
Response: Please refer to new sheet A-3 with general notes as required.
2. PLEASE PROVIDE RATIONAL ANALYSIS & EVIDENCES THAT THE CONCRETE
MEMBER IS ADEQUATE TO SUPPORT CONCENTRATED LOAD OF THE COLUMNS.
Response: Please refer to attached calculations checking size of existing reinforced
concrete stem wall.
3. SPECIFY THE 2 WOODEN MEMBERS ABOVE THE STEEL BEAM AND THE
DIAGONAL MEMBER IN A/A-2.
Response: Please refer to amended details A on sheet A-2 with required information.
4. PROVIDE INTERIOR DIMENSIONS IN A/A-2.
Response: Please refer to amended details A on sheet A-2 depicting dimensions.
O__GLu--►'
1. PROVIDE INTERIOR FINISH SCHEDULE INCLUDING FLOORS.
Response: Please refer to interior finish schedule on sheet A-2.
2. PROVIDE A WINDOW AND DOOR SCHEDULE.
Response: Please refer to sheet A-3 with door and window schedule.
e,��118iB0B�����,
3. PROVIDE DIMENSIONS OF NEW SHOWER. o`��,c� gym. U40q®�,s
Response: Please refer to revised sheet A-1 depicting shower. o stw.N SE'•.,
dO
t4o 63909 '
a:
:W=
-0 STATE OF :'UJ
Z.%
LMU Engineering, LL
19460 SW 2n0 STREET - Pembroke Pines, FL 33029 . Phone�A05) 804-8819 . lulloa@lmuengineedng.com
Page 1 of 3
RENOVATION TO PRIVATE RESIDENCE
126 NW 101ST STREET ENGINEERING, LLC
MIAMI SHORES, FLORIDA 33150 structurat/cp4Design-knpections-Assessments
ae�snors t
4. R4409.6.8.3 FLOOR JOISTS SUPPORTING CONCRETE OR GROUT FOR TILE
FLOOR SSHALL HAVE A MAXIMUM SPACING OF 12 INCHES (305 MM).
Response: Please refer to amended sheet A-2 depicting proposed additional wool floor
joists to reduce the spacing of joists to 8" O.C.
5. PROVIDE INTERIOR WALL DETAIL.
Response: Please refer to inteior wall detail on sheet A-3.
1. FBCR P2708.3 SHOWER CONTROL VALVES. INDMDUAL SHOWER AND
TUB/SHOWER COMBINATION VALVES SHALL BE EQUIPPED WITH CONTROL
VALVES OF THE PRESSURE -BALANCE, THERMOSTATIC-MIIQNG OR
COMBINATION PRESSURE-BALANCE/THERMOSTATIC-MIIQNG VALVE TYPES
WITH A HIGH LIMIT STOP IN ACCORDANCE WITH ASSE 1016 OR CSA 8125.
THE HIGH LIMIT STOP SHALL BE SET TO LIMIT WATER TEMPERATURE TO A
MAXIMUM OF 120°F. IN-LINE THERMOSTATIC VALVES SHALL NOT BE USED
FOR COMPLIANCE WITH THIS SECTION.
Response: Please refer to amended sheet P-1. Note has been added to plans.
2. FBCR P2903.5 WATER HAMMER. THE FLOW VELOCITY OF THE WATER
DISTRIBUTION SYSTEM SHALL BE CONTROLLED TO REDUCE THE
POSSIBILITY OF WATER HAMMER. A WATER -HAMMER ARRESTOR SHALL BE
INSTALLED WHERE QUICK -CLOSING VALVES ARE USED. WATER -HAMMER
ARRESTOR SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
SPECIFICATIONS. WATER -HAMMER ARRESTORS SHALL CONFORM TO ASSE
1010.
Response: Please refer to amended sheet P-1. Note has been added to plans.
3. FBCR P2903.2 MAXIMUM FLOW AND WATER CONSUMPTION. AS PER MIAMI-
DADE ORD. SEC. 8-31 PLUMBING FIXTURES SHALL MEET THE LOCAL WATER
FLOW RESTRICTIONS ADOPTED BY MIAMI-DADE COUNTY WATER AND
SEWER (WATER CLOSET 1.28 GPM, LAVATORY 1.5 GPM, SHOWER HEADS 1.5
GPM, AND KITCHEN FAUCETS 1.5 GPM).
Response: Please refer to amended sheet P-1. Note has been added to plans.
LMLI Engineering, LLC
Page 2 of 3
RENOVATION TO PRIVATE RESIDENCE
126 NW 101ST STREET
MIAMI SHORES, FLORIDA 33150
ENGINEERING, LLC
smctwarc vu Destn-hspecRons-Assessments
RePafs- D-C� Mrinl
4. FBCR P3108.1 HORIZONTAL WET VENT OR VERTICAL WET VENT PERMITTED.
ANY COMBINATION OF FIXTURES WITHIN TWO BATHROOM GROUPS
LOCATED ON THE SAME FLOOR LEVEL ARE PERMITTED TO BE VENTED BY A
HORIZONTAL WET VENT. THE WET VENT SHALL BE CONSIDERED THE VENT
FOR THE FIXTURES AND SHALL EXTEND FROM THE CONNECTION OF THE DRY
VENT ALONG THE DIRECTION OF THE FLOWIN THE DRAIN PIPE TO THE MOST
DOWNSTREAM FIXTURE DRAIN CONNECTION. ANY ADDITIONAL FIXTURES
SHALL DISCHARGE DOWNSTREAM OF THE HORIZONTAL WET VENT.
WASHING MACHINE AND KITCHEN WASTE SHALL CONNECT DOWN STREAM
OF BATHROOM WET VENT.
Response: Please refer to amended sheet P-1 with washing machin and kitchen waste
connected downstream from bathroom wet vent.
I hope this addresses all the comments and concerns, however should you have additional
comments, please do not hesitate to contact this office.
Sincerely, 00 �M ULL
tee. �J.. \� E N s F•. ''.
No 63909
:Luz
STATE OF :
°W.
Luis M Iloa, P.E.;��
Cvil\ ctural Engineel�'�'••� O R�,. •��,•
LMU ngineering, LLC (CA#��J1�P�L� �`�%
Sta of Florida P.E. # 63909'
19460 SW 2nd Street
Pembroke Pines, FL 33029
lulloa@lmuengineering.com
C.C. Addressee (2)
C.C. File
ATTACHMENTS:
1. Structural calculations
LMU Engineering, LLC
19460 SW 2nd STREET . Pembroke Pines, FL 33029 a Phone: (305) 8048819 ® lulloa@imuengineenng.com
Page 3 of 3
STRUCTURAL CALCULATIONS
RENOVATION TO PRIVATE RESIDENCE
126 NW 101sT STREET
MIANII SHORES, FLORIDA 33150
Prepared For:
APC ENGINEERING ENTERPRISES, INC.
2150 WEST 10TH AVENUE
HIALEAH, FLORIDA 33010
Prepared By:
ENGINEERING, LLC
Structwat/Clod Design -Inspections -Assessments
Reports -Step Management
LMU Engineering, LLC
CA# 27403
Luis M. Ulloa, P.E., S.I.
Civil/Structural Engineer
Florida P.E.# 63909, S.I.# 7028999
19460 SW 2na Street
Pembroke Pines, FL 33029
Cell (305) 804 8819
Fax (954) 447 5162
lulloa@hnuengineering.com
FEBRUARY, 2015
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RENOVATION OF PRIVATE RESIDENCE
126 NW IOIsT STREET
MIAMI SHORES, FLORIDA 33150
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LMU Engineering, LLC
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tj Y ki Ik
Table 1-1 (continued)
d X- -x r W Shapes
tw
Dimensions
Y �k
Web
Flange
Nva
Distance
Axis X -X
Area,
Depth
Thickness'
t„
Witt,
Thickness,
Thickness,
k
rt,
Work -
Shape
A
d
I
S
r
Z
/
T
able
kda
kdd
tw
T
br
tr
in.3
in.
Gage
in.4
In.'
in.
in.
In.
in.
In.
In.
in.
in.
in.
in.
W1 2x58
17.0
12.2
121/4
0.360 3/8
3/16
10.0 10
0.640
5/e
1.24
11/2
15/16
91/4
51/2
x53
15.6
12.1
12
0.345 3/e
3/16
10.0 10
0.575
9/1e
1.18
13/8
15/16
91/4
51/2
W12x50
14.6
12.2
121/4
0.370 3/8
3/16
8.08 81/e
0.640
5/e
1.14
11/2
15/16
91/4
51/2
x45
13.1
12.1
12
0.335 5/16
3/16
8.05 8
0.575
She
1.08
13/8
15/16
307
51.5
x40
11.7
11.9
12
0.295 5/16
3/16
8.01 8
0.515
1/2
1.02
13/8
7/9
285
45.6
W1 2x351
10.3
12.5
121/2
0.300 5116
3/16
6.56 61/2
0.520
1/2
0.820
13/16
3/4
101/8
31/2
x301
8.7912.3
20.3
123/8
0.280 1/4
1/8
6.52 61/2
0.440
7h
0.740
11/e
3/4
204
33.4
x261
7.65
12.2
121/4
0.230 1/4
1!8 1
15.4916
0.380
% 10.680
22
11/16
3/4
156
25.4
W12x22c
6.4812.3
4.66
121/4
0.260 1/4'
1/8
4.03 4
0.425
7/16
0.725
15/1
5/e
103/8
21/48
x191
5.5712.2
3.76
121/8
0.235 1/4
1/8
4.01 4
0.350
3!s
0.650
7/9
9/16
103
17.1
x161
4.71
12.0
12
0.220 1/4
1/8
3.99 4
0.265
1/4
0.565
13/16
Me
88.6
14.9
X14W'
4.16
11.9
117/8
0.200 3/16
1/8
3.97 4
0.225
1/4
0.525
3/4
9/16
WI
126
W10x112
32.9
11.4
11%
0.755 3/4
3/e
10.4 103/8
1.25
11/4
1.75
115/16
1
71/2
51/2
x100
29.4
11.1
111/8
0.680 "he
3/8
10.3 10%
1.12
11/8
1.62
113/16
1
534
98.5
x88
25.9
10.8
107/8
0.605 5!a
5/16
10.3 101/4
0.990
1
1.49
111/16
15/16
455
85.9
x77
22.6
10.6
105/8
0.530 1/2
1/4
10.2 101/4
0.870
7/8
1.37
19/16
718
394
75.7
x68
20.0
10.4
103/8
0.470 1/2
1/4
10.1 101/8
0.770
3/4
1.27
17/1a
7/8
341
66.7
x60
17.6
10.2
101/4
0.420 7/16
1/4
10.1 101/8
0.680
t1/16
1.18
13/8
13/16
303
60.0
x54
15.8
10.1
101/8
0.370 3/e
3/16
10.0 10
0.615
5/a
1.12
15/16
13/16
272
54.6
x49
14.4
10.0
10
0.340 5/16
3/16
10.0 10
0.560
She
1.06
11/4
13/16
248
49.1
W10x45
13.3
10.1
101/8
0.350 3!8
3/16
8.02 8
0.620
5/e
1.12
15/16
13/16
71/2
51/2
x39
11.5
9.92
97/s
0.315 5!15
3/16
7.99 8
0.530
1/2
1.03
13/16
13/16
171
35.0
x33
9.71
9.73
93/4
0.290 5/16
3/16
7.96 8
0.435
7/16
0.935
11/a
3/4
170
32.4
W10x30
8.84
10.5
101/2
0.300 5/16
3/16
5.81 53/4
0.510
1/2
0.810
1118
11/1s
81/4
23/49
x26
7.61
10.3
10%0.260
1/4
1/8
5.77 53/4
0.440
7/16
0.740
11/16
11/16
118
23.2
x220
6.4910.2
11.4
101/8
0.240 1/4
1/8
5.75 53/4
0.360
3!e
0.660
15/16
5!e
96.3
18.8
W1Ox19
5.62
10.2
101/4
0.250 1/4
1/8
4.02 4
0.395
3/e
0.695
15/16
5/e
8%
21/49
x171
4.99
10.1
101/8
0.240 1/4
1/8
4.01 4
0.330
5/16
0.630
7/8
9/16
68.9
13.8
A 50
4.41
10.0
10
0.230 1/4
1/e
4.00 4
0.270
1/4
0.570
13!16
9/15
53.8
10.9
x120
3.54
9.87
97/8
0.190 3/16
1/8
3.96 4
0.210
3/1s
0.510
3/4
9/16
c Shape is slender for compression with Fy= 50 ksi.
f Shape exceeds compact limit for flexure with F = 50 ksi.
9 The actual size, combination, and orientation of fastener components should be compared with the geometry of the cross-section
to ensure compatibility.
v Shape does not meet the h/tw limit for shear in Specification Section G2.1 a with Fy = 50 ksi.
AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC.
Table 1-1 (continued) '
W Shapes
vroperves
H
Compact
"
Nva
Section
Axis X -X
Axis Y Y
P,
Wt
Criteria
rt,
ho
br
h
I
S
r
Z
/
S
r
Z
Ib/ft
2tr
tw
Iri 4
in.3
in.
in.3
in.4
In.3
in.
In 3
in.
in.
in;.,
58
7.82
27.0
475
78.0
5.28
86.4
107
21.4
2.51
32.5
2.82
11.6
2.E
53
8.69
28.1
425
70.6
5.23
77.9
95.8
19.2
2.48
29.1
2.79
11.5
1.5E
50
6.31
26.8
391
64.2
5.18
71.9
56.3
13.9
1.96
21.3
2.25
11.6
1.71
45
7.00
29.6
348
57.7
5.15
64.2
50.0
12.4
1.95
19.0
2.23
11.5
1.2E
40
7.77
33.6
307
51.5
5.13
57.0
44.1
11.0
1.94
16.8
2.21
11.4
0.9(
35
6.3136.2
285
45.6
5.25
51.2
24.5
7.471.54
11.5
1.79
12.0
0.74
30
7.41
41.8
5.21
43.1
20.3
6.241.52
9.56
1.77
11.9
111.8
0.4y
26
8.54
47.2
204
33.4
5.17
37.2
17.3
5.34
1.51
8.17
1.75
OX
22
4.74
41.8
156
25.4
4.91
29.3
4.66
2.31
0.848
3.66
1.04
11.9
0.29
19
5.72
46.2
130
21.3
4.82
24.7
3.76
1.88
0.822
2.98
1.02
11.8
0.18
16
'1.53
49.4
103
17.1
4.67
20.1
2.82
1.41
0.773
2.26
0.982
11.7
0.10
14
8.82
54.3
88.6
14.9
4.62
17.4
2.36
1.19
0.753
1.90
0.962
11.7
0.07
112
4.1710.4
716
126
4.66
147
236
45.3
2.68
69.2
3.07
10.1.
15.1
100
4.6211.6
623
112
4.60
130
207
40.0
2.65
61.0
3.03
10.0
10.9
88
5.1813.0
534
98.5
4.54
113
179
34.8
2.63
53.1
2.99
9.85
7.53
77
5.8614.8
455
85.9
4.49
97.6
154
30.1
2.60
45.9
2.95
9.73
5.11
68
6.58
16.7
394
75.7
4.44
85.3
134
26.4
2.59
40.1
2.91
9.63
3.56
60
7.41
18.7
341
66.7
4.39
74.6
116
23.0
2.57
35.0
2.88
9.54
2.48
54
8.15
21.2
303
60.0
4.37
66.6
103
20.6
2.56
31.3
2.86
9.48
1.82
49
8.93
23.1
272
54.6
4.35
60.4
93.4
18.7
2.54
28.3
2.84
9.42
1.39
45
6.47
22.5
248
49.1
4.32
54.9
53.4
13.3
2.01
20.3
2.27
9.48
1.51
39
7.53
25.0
209
42.1
4.27
46.8
45.0
11.3
1.98
17.2
2.24
9.39
0.97E
33
9.15
27.1
171
35.0
4.19
38.8
36.6
9.20
1.94
14.0
2.20
9.30
O.M.
30
5.70
29.5
170
32.4
4.38
36.6
16.7
5.75
1.37
8.84
1.60
10.0
0.62
26
6.56
34.0
144
27.9
4.35
31.3
14.1
4.89
1.36
7.50
1.58
.9.89
0.401,
22
7.99
36.9
118
23.2
4.27
26.0
11.4
3.97
1.33
6.10
1.55
9.81
0.23E
19
5.09
35.4
96.3
18.8
4.14
21.6
4.29
2.14
0.874
' 3.35
1.06
9.85
0.23Z-
17
6.08
36.9
81.9
16.2
4.05
18.7
3.56
1.78
0.845
2.80
1.04
9.78
0.15E
15
7.41
38.5
68.9
13.8
3.95
16.0
2.89
1.45
0.810
2.30
1.01
9.72
.0.104
12
9.43
46.6
53.8
10.9
3.90
12.6
2.18
1.10
0.785
1.74
0.983
9.66
0.054
AMERICAN INSTITUTE OF STEELCONSTRUCTION,. INC.
RENOVATION TO PRIVATE RESIDENCE
126 NW 101sT STREET
MIAMI SHORES, FLORIDA 33150
February 9, 2015
Mr. Ismael Naranjo
Building Official
Miami Shores Village
10050 NE 2nd Avenue
Miami Shores, FL 33138
REF: Renovation to Private Residence
126 nw 101st street
Miami Shores, FL 33150
Permit# RC -15-129
ENGINEERING, LLC
Structural/Civg Des%[h-ktspWkms-Assessments
Rests-Shw QreswhgWOri9nxtbn marmement
1. PROVIDE STRUCTURAL NOTES -CODE REFERENCES, DESIGN LOAD CRITERIA,
MATERIAL PROPERTIES, SHORING NOTES.
Response: Please refer to new sheet A-3 with general notes as required.
2. PLEASE PROVIDE RATIONAL ANALYSIS & EVIDENCES THAT THE CONCRETE
MEMBER IS ADEQUATE TO SUPPORT CONCENTRATED LOAD OF THE COLUMNS.
Response: Please refer to attached calculations checking size Of existing reinforced
concrete stem wall.
3. SPECIFY THE 2 WOODEN MEMBERS ABOVE THE STEEL BEAM AND THE
DIAGONAL MEMBER IN A/A-2.
Response: Please refer to amended details A on sheet A-2 with required information.
4. PROVIDE INTERIOR DIMENSIONS IN A/A-2.
Response: Please refer to amended details A on sheet A-2 depicting dimensions.
1. PROVIDE INTERIOR FINISH SCHEDULE INCLUDING FLOORS.
Response: Please refer to interior finish schedule on sheet A-2.
2. PROVIDE A WINDOW AND DOOR SCHEDULE.
Response: Please refer to sheet A-3 with door and window schedule.
3. PROVIDE DIMENSIONS OF NEW SHOWER. 0 t l i s k ► t i J,,'�
Response: Please refer to revised sheet A-1 depicting shower dimension*,®' �g M. Uk
EN
* No 63909
o
a-0• :Q-
t� STATE OF 4/�
O N AI-
LMU Engineering, LLC
19460 SW 2- STREET Pembroke Pines, FL 33029 - Phone: (305) 89"819 - lulloa@lmuengineering.com
Page 1 of 3
RENOVATION TO PRIVATE RESIDENCE
126 NW 101ST STREET ENGINEERING, LLC
MIAMI SHORES, FLORIDA 33150 Swucturatcidu ,-aspect -Asses -ts
Repak�p5-dra can Ma nt
4. R4409.6.8.3 FLOOR JOISTS SUPPORTING CONCRETE OR GROUT FOR TILE
FLOOR SSHALL HAVE A MAXIMUM SPACING OF 12 INCHES (305 MM).
Response: Please refer to amended sheet A-2 depicting proposed additional wood floor
joists to reduce the spacing of joists to 8" O.C.
S. PROVIDE INTERIOR WALL DETAIL.
Response: Please refer to Inteior wall detail on sheet A-3.
_ . Z 1A_ \.... L_ -N.
FBCR P2708.3 SHOWER CONTROL VALVES. INDIVIDUAL SHOWER AND
TUB/SHOWER COMBINATION VALVES SHALL BE EQUIPPED WITH CONTROL
VALVES OF THE PRESSURE -BALANCE, THERMOSTATIC -MIXING OR
COMBINATION PRESSURE-BALANCE/THERMOSTATIC-MIXING VALVE TYPES
WITH A HIGH LIMIT STOP IN ACCORDANCE WITH ASSE 1016 OR CSA 8125.
THE HIGH LIMIT STOP SHALL BE SET TO LIMIT WATER TEMPERATURE TO A
MAXIMUM OF 120°F. IN-LINE THERMOSTATIC VALVES SHALL NOT BE USED
FOR COMPLIANCE WITH THIS SECTION.
Response: Please refer to amended sheet P-1. Note has been added to plans.
2. FBCR P2903.5 WATER HAMMER. THE FLOW VELOCITY OF THE WATER
DISTRIBUTION SYSTEM SHALL BE CONTROLLED TO REDUCE THE
POSSIBILITY OF WATER HAMMER. A WATER -HAMMER ARRESTOR SHALL BE
INSTALLED WHERE QUICK -CLOSING VALVES ARE USED. WATER -HAMMER
ARRESTOR SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS,
SPECIFICATIONS. WATER -HAMMER ARRESTORS SHALL CONFORM TO ASSE
1010.
Response: Please refer to amended shut P-1. Note has been added to plans.
FBCR P2903.2 MAXIMUM FLOW AND WATER CONSUMPTION. AS PER MIAMI-
DADE ORD. SEC. 8-31 PLUMBING FIXTURES SHALL MEET THE LOCAL WATER
FLOW RESTRICTIONS ADOPTED BY MIAMI-DADE COUNTY WATER AND
SEWER (WATER CLOSET 1.28 GPM, LAVATORY 1.5 GPM, SHOWER HEADS 1.5
GPM, AND KITCHEN FAUCETS 1.5 GPM).
Response: Please refer to amended sheet P-1. Note has been added to plans.
%%0111111111118" M. U(`0
No 63909
pip • ,�.
�o N A ��\�e•`•
LMU Engineering,
Page 2 of 3
RENOVATION TO PRIVATE RESIDENCE
126Nw101STSTREET ENGINEERING, LLC
MIAMI SHORES, RIDA 33150 syud-CO i�.noestgn-hUp-tb -ns�ss IS
R-
FBCR P3108.1 HORIZONTAL WET VENT OR VERTICAL WET VENT PERMITTED.
ANY COMBINATION OF FIXTURES WITHIN TWO BATHROOM GROUPS
LOCATED ON THE SAME FLOOR LEVEL ARE PERMITTED TO BE VENTED BY A
HORIZONTAL WET VENT. THE WET VENT SHALL BE CONSIDERED THE VENT
FOR THE FIXTURES AND SHALL EXTEND FROM THE CONNECTION OF THE DRY
VENT ALONG THE DIRECTION OF THE FLOWIN THE DRAIN PIPE TO THE MOST
DOWNSTREAM FIXTURE DRAIN CONNECTION. ANY ADDITIONAL FIXTURES
SHALL DISCHARGE DOWNSTREAM OF THE HORIZONTAL WET VENT.
WASHING MACHINE AND KITCHEN WASTE SHALL CONNECT DOWN STREAM
OF BATHROOM WET VENT.
Response: Please refer to amended sheet P-1 with washing machina and kitchen waste
connected downstream from bathroom wet vent.
I hope this addresses all the comments and concerns, however should you have additional
comments, please do not hffitiftip contact this office.
Sincerely, .`��,��5 •M ' U`�0
` NS
ado 63909
a*
Z�%1Ar STATE OF -:1441
Lul . Ulloa, P.E., o.•.. R •'' .`
C' \Structural Enginee/®Nq PA, a��`
U Engineering, LLC (CA# 2pg403)`�
State of Florida P.E. # 63909
19460 SW 2"d Street
Pembroke Pines, FL 33029
lulloa@lmuengineering.com
C.C. Addressee (2)
C.C. File
ATTACHMENTS:
1. Structural calculations
LMLI Engineering, LLC
19460 SW 2nd STREET o Pembroke Pines, FL 33029 o Phone: (305) 8048819 ° lulloa@imuengineering.com
Page 3 of 3
STRUCTURAL CALCULATIONS
RENOVATION TO PRIVATE RESIDENCE
126 NW 101sT STREET
MIAAH SHORES, FLORIDA 33150
Prepared For:
APC ENGINEERING ENTERPRISES, INC.
2150 WEST 10TH AVENUE
HIALEAH, FLORIDA 33010
Prepared By:
ENGINEERING, LLC
S#UCtVWCiVa DeSWt — npeCtbns-Asseuments
►t
LMU Engineering, LLC
CA# 27403
Luis M. Ulloa, P.E., S.I.
Civil/Structural Engineer
Florida P.E.# 63909, S.I.# 7028999
19460 SW 2nd Street
Pembroke Pines, FL 33029
Cell (305) 804 8819
Fax (954) 447 5162
lulloa@bnuengineering.com
FEBRUARY, 20
®,,���eeee
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e
No 639®9
s
STATE OF
RENOVATION OF PRIVATE RESIDENCE
126 NW MIST STREET
MIAMI SHORES, FLORIDA 33150
OF sTEa SSI M
D474:
bigfuavrAxylDn! = t2 F4
G= 2
GL =• 30 Pl
SPAN G — 191 f" tF9 in
PfllokSFD OVA& W 12x Z6
A= 7.62 in '
2,04 eml
s,� = 33•� �n3
S req , = M -- — 2,(0x ^ i h
t 0,d (36J=sJ)
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e Pwmhrnke Pink FI q'An7Q ■ Phnnw• (Rn
ENGMEERING; LLC
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4,f,9X == 0.�1�3i.�
Act . j
Loc Cts pif t 3opjdcip Ftp
w = 960111rt . ss /6/.,
(660141)(114-50)
� 8
M = 2(o X -f n
A 6'W44
Sal ej-
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No 63909
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RENOVATTON OF PRIVATE RESIDENCE
126 NW MIST STREET
MIAMI SHORES, FLORIDA 33150
CNECNAI6 i6X1STIMF Fbov!-A
DATA:
'�LG6 SOILS = 21000 PJF
BG*NG/r/
wD� s�� Is7146-= Z Ffi
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pt
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P= -41785 Abs
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ENGINEERING, LLC
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rr ; � /I Soo l -4s 1 ,sc� �sF < 2000 P.r. .
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No 63909 •�.
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TATE OF
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ONAL•°"
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LMU Engineering, LLC /
19460 SW 2rt1 STREET ■ Pembroke Pines, FL 33029 ■ Phone: (305) 8048819 ■ lulioa@lmuengineedng.com
5'
rr ; � /I Soo l -4s 1 ,sc� �sF < 2000 P.r. .
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Ll
W G ze- is 4DEQv4-�c ®` ` ;.�\G E N SF•q ®®++
0
No 63909 •�.
m0 or o fL
TATE OF
R • •C?e`
ONAL•°"
..1',.
LMU Engineering, LLC /
19460 SW 2rt1 STREET ■ Pembroke Pines, FL 33029 ■ Phone: (305) 8048819 ■ lulioa@lmuengineedng.com
Table 1-1 (continued)
W Shapes -
Properties
Nom-
Table 1-1 (continued)
d X- =X T W Shapes
far
.Dimensions
-1k
Y '
b
.
incl
Section
Web
Flange
Distance
Shape
Area,
A
Depth,
d
Thickness,
t„
Width,
Thickness,
k
k1
T
Work -
able
kdw
k&t
Z
I
S
t„
T
b,
tt
Gage
2t,
In.2
In.
in.
in,
in.
In.
in.
in.
in.
in.
in:
W1 2x58
17.0
.12.2
121/4
0.360
%
Me
10.0
10
0.640
5/e
1.24
11/2
15/16
91/4
51/2
x53
15.6
12.1
12
0.345
ala
3/16
10.0
10
0.575
Me
1.18
1314
15/15
91/4
51/2
W12x50
14.6
12.2
121/4
0.370
3/a
3/16
8.08
81/a
0.640
%
1.14
11/2
15/16
91/4
51/2
x45
13.1
12.1
12
0.335
5/16
3/16
8.05
8
0.575
9/18
1.08
13/5
75/16
5.13
57.0
x40
11.7
11.9
12
0.295
5/16
3/16
8.01
8
0.515
1/2
1.02
13/8
7/8
24.5
7.471.54
W1245r,
10.3
12.5
121/2
0.300
5h6
M6
6.56
61/2
0.520
1/2
0.820
13/16
3/4
101/s
31/2
401;
8.7912.3
0.4
123/8
0.260
1/4
1/8
6.52
61/2
0.440
7/16
0.740
11/8
3/4
1.75
11.8
x26°
7.6512.2
4.74
121/410.230
156
1/4
1/x
1 6.49161/2
4.66
0.380
3/a
10.68011/16
1.04
3/4
0.2
19
W12x22c
6,4812.3
130
121/4
0.260
1/4'
1/e
4.03
4
0.425
7/16
0.725
15/1
5/8
103/a
21/48
x19®
5.5712.2
4.67
121/8
0.235
114
1/s
4.01
4
0.350
%
0.650
7/8
6/16
88.6
14.9
x1 6q '
4.71
12.0
12
0.220
1/4
1/8
3.99
4
0.265
1/4
0.565
13/1
6/16
4.66
147
X14 ,9
4.16
11.9
117/e
0.200
3/16
1/8
3.97
4
0.225
1/4
0.525
3/4
9/16
207
40.0
W10x112
, 32.9
11.4
113/8
0.755
3/4
a/8
10.4
10%
1.25
11/4
1.75
118/16
1
71/2
51/2
x100
29.4
11.1
111/5
0.680
Wis
a/e
10.3
10%
1.12
11/s
1.62
113A&
1
2.95
9:73
x88'
25.9
10.8
107/8
0.605
5/e
5115
10.3
101/4
0.990
1
1.49
111/16
15/16
3.5f
60
x77
22.6
10.6
10%0.530
4.39.
1/2
1/4
10.2
101/4
0.870
-f/8
1.37
19/16
718
8.15
21.2
x68
20.0
10.4
10%0.470
103
1/2
1/4
10.1
101/8
0.770
3/4
1.27
17/16
7/8
272
54.6
x60
17.6
10.2
101/4
0.420
7/16
1/4
10.1
101/8
0.680
71/16
1.18
1314
13/16
4.32
54.9
X54
15.8
10.1
101/8
0.370
3/s
3/16
10.0
10
0.615
5/a
1.12
15ha
13hs
45.0
11.3
X49
14.4
10.0
10
0.340
5/16
3/16
10.0
10
0.560
Via
1.06
11/4
13/16
1.94
14.0
W10x45
13.3
10.1
101/6
0.350
a/8
3/16
8.02
8
0.620
5/a
1.12
15/16
13/16
71/2
51/2
x39
11.5
9.92
97/4
0.315
5/16
3/i6
7.99
8
0.530
1/2
1.03
13/ts
13/16
0.40
22
x33
9.79
9.73
93/40.290
4.27
5/16
3/16
7.96
8
0.435
?h6
0.935
11/a
3/4'
5.09
35.4
W10x30
8.84
10.5
101/2
0.300
5/16
3/16
5.81
.53/4
0.510
1/2
0.810
11/8
11he
81/4
23/49
x26
7.61
16.3
10%0.260
0.845
1/4
1/8
5.77
53/4
0,440
7h6
0.740
11/16
11/is
3.95
16.0
x22`
6.4910.2
0.810
101/8
0.240
1/4 `
1/8
5.75
53/4
0.360
3/x
0.660
15/16
5/a
2:18
1.10
W10x19
5.6210.2
0.983
101/4
0.250
1/4
1/a
4.02
4
0.395
3/s
0.695
15h6
5/e
83/8
.21/49
x171
4.99
10.1
101/8
0.240
1/4
1/a
4.01
4
0.330
5/16
0.630
7/8
9/16
x15°
4.41
10.0
10
0.230
1/4
1/8
4.00
4
0.270
114
0.570
13/1
9/16
x12°1
3.54
9.87
97/6
0.190
3/16
1/5
3.96
4
0.210
she
0.510
3/4
9/16
Shape is slender for compression with Fy = 50 ksi.
t Shape exceeds compact limit for flexure with F = 50 ksi.
8 The actual size, combination, and.oriemation dfastener components should be compared with the geometry of the cress -stiction
to ensure compal(bllity.
Shape does not meet the lYtw limit for shear in Specification Section G2.1 a with FI, = 50 ksi.
Table 1-1 (continued)
W Shapes -
Properties
Nom-
Compact
.
incl
Section
Axis X -X
Axis Y Y
F
WL.
Gr>terfa
r,,
:In.
ht
h
I
S
r
Z
I
S
r
Z
Ib/It
2t,
16
. In:a
in.3
in.
In.'
in.a
in.3
in.
In.3
in.
in,
58
7.82
27.0
475
78.0
5.28
86.4
107
21.4
2.51
32.5
2.82
11.6
2:1
53
8.69
28.1
425
70.6
5.23
77.9
95.8
19.2
2.48
291
2.79
11;5
1 E
50
6.31
26.8
391
64.2
5.18
71.9
56.3
13.9
1.96
21.3.
2.25
1 1.6
1.7
45
7.00
29.6
348
57.7
5.15
.64.2
50.0 `
12.4
1.95
19.0
2.23
11.5
1.2
40
7.77
33.6
307
51.5
5.13
57.0
44.1
11.0
1.94
16.8
2.21
1.1.4
0.9
351
6.3136.2
285.
45.6
5.25
51.2
24.5
7.471.54
11.5
1.79
12.0
0.7
30
7.4141.8
5.21
43.1
20.3
6.241.52
9.56
1.77
11.8
0.4
26
8.54
47.2
204
33.4
5.17
37.2
17.3
534
1.51
8.17
1.75
11.8
0.3
22
4.74
41.8
156
5.4
4.91
29.3
4.66
2.31
0.848
3.66,
1.04
11.9
0.2
19
5.72
46.2
130
21.3
4.82
24.7
3.76
1.88
0.822
2.98
1.02
,
11.8
0.1
16
7.53
49.4
103
17.1
4.67
20.1
2.82
1.41
0.773
2.26
0.982
11:7
0.11
14
8.82
54.3
88.6
14.9
4.62
17.4
2.36
1.19
0.753
1.90
0.962
11.7
0.0'
112
4.17
10.4
716
126
4.66
147
236
45.3
2.88
69.2
3.07
10.1
15.1
100
4.62.11.6
623
112
4.60
130
207
40.0
2.65
61.0
3.03
;
10:0
10.9
88
5.18
13.0
534
98.5
4.54
113
179
34.8
2.63
53.1.
2.99
:.9;85
7.55
77
5.86'
14.8
455
85.9
4.49
97.6
154
30.1
2.60
45.9
2.95
9:73
5.11
68
6.5816.7
394.
75.7
4.44
85.3
134
26.4
2.59
40.1
2.91
9.63
3.5f
60
7.41
18.7
341 -
615.7
4.39.
74.6
116
23.0
2.57
35.0
2.88
9.54.
2.4E
54
8.15
21.2
303
60.0
4.37
6.6:8
103
20.6
2.56
31.3
2.86..
9.48
1.82
49
8,9323-11
272
54.6
4.35
60.4
93.4
18.7
2.54
28.3
2.84
9-42
1.33
45
6.47
22.5
248
49.1
4.32
54.9
53.4
13.3
2.01
20.32.27
9.48
1.51
39
7.53
25.0
209
42.1
4.27
46.8
45.0
11.3
1.98
17.2
2.24
9.39
0.97
33
9.15
27.1
171
35.0
4.19
38.8
36.6
9.20
1.94
14.0
2.20
9.30
0.58
30
5.70
29.5
170
32.4
4.38
36.6
16.7
5.75
1.37
8.84
1.60
10.0
0.62
26
6.56
34.0
144
27.9
4.35
31.3
14.1
4.89
1.36
7.50
1.58
.9.89
0.40
22
7.99
36.9
118
23.2
4.27
26.0
11.4
3.97
1.33
6.10
1.55
9.81
0.23
19
5.09
35.4
96.3
18.8
4.14
21.6
4.29
2.14
0.874
' 3.35
1.06
9.85
0.23
17
6.08
36.9
81.9
16.2
4.05
18.7
3.56
1.78
0.845
2.80
1.04
9.78
0.1,9
15
7.41
38.5
68.9
13.8
3.95
16.0
2.89
1.45
0.810
2.30
1.01
9.72
:0.14
12
9.43
46.6
53.8
10.9
3.90
12.6
2:18
1.10
0.785
1.74
0.983
9.66
0.0&
AmEwcAN.INSTYL'UT$ OF STEEL -CONSTRUCTION, INC. .'� AMERICAN INSITI n OF STMU CONSMUCrION,. INC.
0 o I I
N EXISTING N
WATER METER
TO REMAIN--- I+11.73' N.G.V.O.
GARAGE
--- ----- -- -----
75.00'
EXISTING
----- ---- --- - � ..: I
1 1
COPY
EXISTING 1"o — -
i WATER PIPE i I GARAGE
m
N I I r--4
CLASSIFICATION OF WORK:
EXISTING
�
1
r
1/2"0 H.B.
ALTERATION -LEVET-. 2
EXISTINGDOOR 0-1 r
� E
LEVEL 2 ALTERATIONS INCLUDE THE
TO BE REPLACED 7.
1
RECONFIGURATION OF SPACE, THE
ADDITION OR ELIMINATION OF ANY DOOR
WITH NEW DOOR
PANEL A
200 AMPS (E)
OR WINDOW, THE RECONFIGURATION OR
I ONE STORY
e
EXTENSION OF ANY SYSTEM, OR THE
I
I RESIDENCE I
INSTALLATION OF ANY ADDITIONAL
I
--------- -----q--------SECTION
EQUIPMENT.AS PER 2010 F.B.C.,
ML44TRUCTURAL 194GINEER
ATE OF FLORIDA LICJ 63909
W
N101st STREET
------------
16' ASPHALT PAVEMENT
DISHWASHER
.k
I
--
F.P.L. MAIN SERVICE
OVERHEAD TO F.P.L.
0 o I I
N EXISTING N
WATER METER
TO REMAIN--- I+11.73' N.G.V.O.
GARAGE
--- ----- -- -----
75.00'
EXISTING
----- ---- --- - � ..: I
1 1
COPY
EXISTING 1"o — -
i WATER PIPE i I GARAGE
m
N I I r--4
PROPOSED SITE PLAN ELE JR!
SCALE: 3/32'= L'-0'
SCOPE OF WORK
INTERIOR REMODELING ON EXISTING ONE FLOOR RESIDENCE, INCLUDING THE FOLLOWING:
1. PROPOSED DEMOLITION OF EXISTING BEARING WOOD PARTITIONS IN DINING AREA, SEE
STRUCTURAL DETAILS; MECN:
2. PROPOSED DEMOUTION OF EXISTING NON-BEARING WOOD PARTITIONS IN DEN, KITCHU, AND
MASTER AREA;
3. PROPOSED REPLACEMENT OF EXISTING WOOD LAMINATED FLOCK WITH NEW WOOD LAM *W:D--
FLOOR IN LIVING, DINING, KITCHEN, HALL, CLOSETS, AND BEDROOMS;
4. PROPOSED REPLACEMENT OF EXISTING CERAMIC FLOOR TILE WITH NEW CERAMIC FI -001 TILE IN
BATHROOM; �tll�e
5. PROPOSED REPLACEMENT OF EXISTING FIXTURES, FAUCETS, AND CABINETS IN BATHR M'RR MW
NEW FIXTURES, FAUCETS, PIPES, AND CABINETS;
S. PROPOSED REPLACEMENT OF EXISTING KITCHEN CABINETS WITH NEW KITCHEN CABINE1 k,
7. PROPOSED RELOCATION OF EXISTING LIGHT FIXTURES
8. PROPOSED REPLACEMENT OF EXISTING EXTERIOR DOORS 0-1 AND D-2;
9. PROPOSED NEW INTERIOR WOOD DOOR D-3 IN NEW BEDROOM 3; ,uv)(
10. PROPOSED NEW INTERIOR WOOD DOORS D-4 & D-5 IN BATHROOM
11. PROPOSED NEW WOOD PARTITION IN KITCHEN, NEW BEDROOM 3, BEDROOM 2, AND DII, No..
12. PROPOSED NEW (2) 3-1/2'x3-1/2" STEEL COLUMNS WITH NEW STEEL BEAM W12x19; SIATE
13. PROPOSED NEW SHOWER IN BATHROOM;
14. PROPOSED REPLACEMENT OF EXISTING WINDOWS WITH NEW EGRESS WINDOWS W-1,
W-3.
1) GLAZING IN SLIDING & SWING DOORS SHALL
BE SAFETY GLAZING CAT. I IF LESS THAN 9 S.F. AS
PER FBC-2010 RESIDENTIAL R4410.2.3.1.3.1 OR
CAT. 11 IF GREATER THAN 9 S.F. AS PER FBC-2010
RESIDENTIAL R4410.2.3.1.3.2 (IMPACT RESISTANT
HAS NO RELEVANCE TO SAFETY GLASS)
2) WALL AND COLING FINISHES SHALL HAVE A
FLAME SPREAD INDEX OF NOT MORE THAN 200 AS
PER FBC-2010 RESIDENTIAL R302.9.1 AND A
SMOKE -DEVELOPED INDEX NOT GREATER THAN 450
AS PER FBC-2010 RESIDENTIAL R302.9.2 p
3) SHOWER AND BATHTUB SHALL HAVE
NON-ABSORBENT FLOOR AND WALL FINISH UP TO
72" HEIGHT AS PER FBC-2010 RESIDENTIAL R307.2
4) CERAMIC TILE WALL FINISH IN TUB AND -
SHOWER AREAS SHALL HAVE CEMENT FIBER OR
LASS MAT BACKING BOARD AS PER FBC-2010 - I
RESIDENTIAL R702.4.2
DATE
2'/d
R
JULES4,d �ihlli -LLCOJNTY PAD REGUA
R
DEN
ON
LMU Engineering, LLC
19460 SW 2nd STREET
EXISTING
PEMBROKE PINES, FL 33MS
7.305.804.8819 F.954.447.5162
1
BE 172
1/2"0 H.B.
1
clo°
� E
- 9'-9'
.�
1
r ------------
I I
PANEL A
200 AMPS (E)
".\ REMOVE EXISTING
I ONE STORY
e
I
I RESIDENCE I
it
I
W
X9035
ML44TRUCTURAL 194GINEER
ATE OF FLORIDA LICJ 63909
1
I
►- i� ,
DISHWASHER
.k
I
--
F.P.L. MAIN SERVICE
OVERHEAD TO F.P.L.
9"
a
TRANSF.
BATHTUB
1.0 ��15
1
DEMOLITION FLOOR PLAN
FEB J
• c NEW C.O.
I
jj��
BYo
TOTAL 15 F.U. IPROPOSED NEW 3"
(15 F.U. EXISTING) F--IDIAMETER PVC
/,7 I SEWER PIPE
EXISTING / LlJ
8' -0"x4' -6'x5'-0" /// FT1-1-1 77 1
SEPTIC TANK (900 GAL) I I I I I I I I I I I
r
I I I I I I I I I I I
I I I I I I I I I I I
l u ,I;
� ROVE.
I I I I I I I I I I I
I
'I
i
EXISTING I I I 1 1 1 1 1 1
20'-O"x25'-0' IIIIIIII
DRAINFIELD ( I I I I I I I I I
-
I I I I I I I I I I I
?0N:NG
LI I I I(—I—I—I III JJJI I I JI
LL
1
q
- 75.00 -I
I
PROPOSED SITE PLAN ELE JR!
SCALE: 3/32'= L'-0'
SCOPE OF WORK
INTERIOR REMODELING ON EXISTING ONE FLOOR RESIDENCE, INCLUDING THE FOLLOWING:
1. PROPOSED DEMOLITION OF EXISTING BEARING WOOD PARTITIONS IN DINING AREA, SEE
STRUCTURAL DETAILS; MECN:
2. PROPOSED DEMOUTION OF EXISTING NON-BEARING WOOD PARTITIONS IN DEN, KITCHU, AND
MASTER AREA;
3. PROPOSED REPLACEMENT OF EXISTING WOOD LAMINATED FLOCK WITH NEW WOOD LAM *W:D--
FLOOR IN LIVING, DINING, KITCHEN, HALL, CLOSETS, AND BEDROOMS;
4. PROPOSED REPLACEMENT OF EXISTING CERAMIC FLOOR TILE WITH NEW CERAMIC FI -001 TILE IN
BATHROOM; �tll�e
5. PROPOSED REPLACEMENT OF EXISTING FIXTURES, FAUCETS, AND CABINETS IN BATHR M'RR MW
NEW FIXTURES, FAUCETS, PIPES, AND CABINETS;
S. PROPOSED REPLACEMENT OF EXISTING KITCHEN CABINETS WITH NEW KITCHEN CABINE1 k,
7. PROPOSED RELOCATION OF EXISTING LIGHT FIXTURES
8. PROPOSED REPLACEMENT OF EXISTING EXTERIOR DOORS 0-1 AND D-2;
9. PROPOSED NEW INTERIOR WOOD DOOR D-3 IN NEW BEDROOM 3; ,uv)(
10. PROPOSED NEW INTERIOR WOOD DOORS D-4 & D-5 IN BATHROOM
11. PROPOSED NEW WOOD PARTITION IN KITCHEN, NEW BEDROOM 3, BEDROOM 2, AND DII, No..
12. PROPOSED NEW (2) 3-1/2'x3-1/2" STEEL COLUMNS WITH NEW STEEL BEAM W12x19; SIATE
13. PROPOSED NEW SHOWER IN BATHROOM;
14. PROPOSED REPLACEMENT OF EXISTING WINDOWS WITH NEW EGRESS WINDOWS W-1,
W-3.
1) GLAZING IN SLIDING & SWING DOORS SHALL
BE SAFETY GLAZING CAT. I IF LESS THAN 9 S.F. AS
PER FBC-2010 RESIDENTIAL R4410.2.3.1.3.1 OR
CAT. 11 IF GREATER THAN 9 S.F. AS PER FBC-2010
RESIDENTIAL R4410.2.3.1.3.2 (IMPACT RESISTANT
HAS NO RELEVANCE TO SAFETY GLASS)
2) WALL AND COLING FINISHES SHALL HAVE A
FLAME SPREAD INDEX OF NOT MORE THAN 200 AS
PER FBC-2010 RESIDENTIAL R302.9.1 AND A
SMOKE -DEVELOPED INDEX NOT GREATER THAN 450
AS PER FBC-2010 RESIDENTIAL R302.9.2 p
3) SHOWER AND BATHTUB SHALL HAVE
NON-ABSORBENT FLOOR AND WALL FINISH UP TO
72" HEIGHT AS PER FBC-2010 RESIDENTIAL R307.2
4) CERAMIC TILE WALL FINISH IN TUB AND -
SHOWER AREAS SHALL HAVE CEMENT FIBER OR
LASS MAT BACKING BOARD AS PER FBC-2010 - I
RESIDENTIAL R702.4.2
DATE
2'/d
R
JULES4,d �ihlli -LLCOJNTY PAD REGUA
R
DEN
ON
I --
I
REMOVE EXISTING
WOOD PARnnoN
HALL
— $+13.13 N.G.V.D. — � P5KITCHEN
1st FLOORREMOVE EXISTING REMOVE EXISTING
WOOD DOOR WOOD PARTITION
REMOVE EXISTING REMOVE EXISTING MASTER
STOVE/OVEN WOOD PARTITION , BEDROOM
'
LMU Engineering, LLC
19460 SW 2nd STREET
Ei
PEMBROKE PINES, FL 33MS
7.305.804.8819 F.954.447.5162
I D.W.I • REF.
BE 172
%JLLOq V.-
clo°
� E
REMOVE EXISTING
.�
WOOD PARTITION
i
LIVING
PANEL A
200 AMPS (E)
".\ REMOVE EXISTING
DOOR D-2
e
WOOD DOOR
TO
TO BE REPLACED
I
W
I --
I
REMOVE EXISTING
WOOD PARnnoN
HALL
— $+13.13 N.G.V.D. — � P5KITCHEN
1st FLOORREMOVE EXISTING REMOVE EXISTING
WOOD DOOR WOOD PARTITION
REMOVE EXISTING REMOVE EXISTING MASTER
STOVE/OVEN WOOD PARTITION , BEDROOM
'
LMU Engineering, LLC
19460 SW 2nd STREET
Ei
PEMBROKE PINES, FL 33MS
7.305.804.8819 F.954.447.5162
I D.W.I • REF.
lulloa@lmuengineeft.com
%JLLOq V.-
clo°
� E
L—
.�
63909
— — J
PANEL A
200 AMPS (E)
ui
DOOR D-2
e
TO
TO BE REPLACED
LAVATORY
.U.ULLOA, P.E.
ML44TRUCTURAL 194GINEER
ATE OF FLORIDA LICJ 63909
i u " EXISTING DOOR D-1
TO BE REPLACED
WITH NEW DOOR -�
NEW WOOD FRAME
PROPOSED 37"x51' CASEMENT
EGRESS WINDOW (W-3)
------------
I a
PROPOSED NEW
s+11.13 N.G.V.D. I BEDROOM 3
GARAGE
8'-2'
PROPOSED NEW
CLOSET
GARAGE
I l—
ill
KITCHEN
r
�E�R � �y�ypg�p� 8' 9'-2'
' 40 GAL
DRYER
Ei
u...1
R I
I D.W.I • REF.
DINING
~��\
BATH 1
RICAL
200 AMPS
I
L—
——
r — — —
— — J
PANEL A
200 AMPS (E)
REMOVE
EXISTING SINK
DOOR D-2
— — —
REMOVE EXISTING
TO
TO BE REPLACED
LAVATORY
-
REMOVE
g• WITH NEW DOOR
N.G.V.D.
►- i� ,
DISHWASHER
REMOVE EXI
SANITARY„
--
F.P.L. MAIN SERVICE
OVERHEAD TO F.P.L.
9"
REMOVE EXISTING
TRANSF.
BATHTUB
1.0 ��15
EXISTING &
DEMOLITION FLOOR PLAN
FEB J
ra .
SCALE: 1/4'= V-0'
jj��
BYo
i u " EXISTING DOOR D-1
TO BE REPLACED
WITH NEW DOOR -�
NEW WOOD FRAME
PROPOSED 37"x51' CASEMENT
EGRESS WINDOW (W-3)
------------
I a
PROPOSED NEW
s+11.13 N.G.V.D. I BEDROOM 3
GARAGE
8'-2'
PROPOSED NEW
CLOSET
GARAGE
I l—
ill
KITCHEN
r
�E�R � �y�ypg�p� 8' 9'-2'
' 40 GAL
L
WATER
NEW SINKAL
O REMAIN
REPLACING
EXISTING
RICAL
200 AMPS
F.P.L. MAIN SERVICE
ToO REMAIN M
OVERHEAD TO F.P.L.
TRANSF.
0
\1 11 U
rnG —
g• EXISTING DOOR 0-2 �N
TO REMAIN
TO BE REPLACED
WITH .NEW DOOR
9'
PROPOSED FLOOR PLAN
SCALL: 1/4'= V-0'
� � n
PROPOSED 30"x80"
WOOD DOOR (D-4) °ol
N
MASTER
BEDROOM
10'-5'
PROPOSED 3rx51'
CASEMENT EGRESS
WINDOW (W-1)
I
I
I �
PROPOSED NEW
WALK IN CLOSET I
J
SHOWER DOOR SHALL BE CAT. 11
SAFETY (PASS A5 PER FBC-2010
RESIDENTIAL. R4410.2.3.1.3.2
(IMPACT RESISTANT HAS NO
RELEVANCE TO SAFETY GLASS)
PROPOSED 37'x51'
CASEMENT EGRESS
WINDOW (W-2) '
I
k
PROJECT
INTERIOR REMODELING
128 NW 101 STREET,
MIAMI SHORES, FL 33150
CLIENT INFORMATION:
APC ENGINEERING
ENTERPRISES, INC
2150 WEST 1 Oth AVENUE
HIALEAH, FL 33010
ISSUE DATE
PERMIT SET 01-09-15
REVISION 1 02-09-15
EXISTING &
DEMOLITION
FLOOR PLAN,
PROPOSED FLOOR
PLAN, AND NOTES
DRAWN BY: PROJECTS
AD 14 -DD -22
CHECKED BY: SCALE
DD AS NOTED
DRAWING
A-1
N.G.V.D.
►- i� ,
FLOOR
DINING
0
\1 11 U
rnG —
g• EXISTING DOOR 0-2 �N
TO REMAIN
TO BE REPLACED
WITH .NEW DOOR
9'
PROPOSED FLOOR PLAN
SCALL: 1/4'= V-0'
� � n
PROPOSED 30"x80"
WOOD DOOR (D-4) °ol
N
MASTER
BEDROOM
10'-5'
PROPOSED 3rx51'
CASEMENT EGRESS
WINDOW (W-1)
I
I
I �
PROPOSED NEW
WALK IN CLOSET I
J
SHOWER DOOR SHALL BE CAT. 11
SAFETY (PASS A5 PER FBC-2010
RESIDENTIAL. R4410.2.3.1.3.2
(IMPACT RESISTANT HAS NO
RELEVANCE TO SAFETY GLASS)
PROPOSED 37'x51'
CASEMENT EGRESS
WINDOW (W-2) '
I
k
PROJECT
INTERIOR REMODELING
128 NW 101 STREET,
MIAMI SHORES, FL 33150
CLIENT INFORMATION:
APC ENGINEERING
ENTERPRISES, INC
2150 WEST 1 Oth AVENUE
HIALEAH, FL 33010
ISSUE DATE
PERMIT SET 01-09-15
REVISION 1 02-09-15
EXISTING &
DEMOLITION
FLOOR PLAN,
PROPOSED FLOOR
PLAN, AND NOTES
DRAWN BY: PROJECTS
AD 14 -DD -22
CHECKED BY: SCALE
DD AS NOTED
DRAWING
A-1
L
I 9 I
DINING
I I I
' I I I I
IL _ _ _ _ _ _ _ _ _ _ --_ _ L _ _ __ _ _ - - _ _ _ - _ _ _ _ _ _ _ _ _ _
I
I
L -----------------A----------------- - `-- [EXISTING
---------- CONCRETE
FOOTING TO REMAIN
9"
PROPOSED STEEL FRAMING PLAN
SCALE: 1/4"- 1'-0"
INTERIOR FINISH SCHEDULE
PROPOSED 3 -1/2'x3 -1/2"x1/4'
-----------------
BALL
CEILING
7"
I
PROPOSED 3'x3"x3/8"
I
CLASSIFICATION
LAMINATED WOOD
LIVING
7"
i
r____________________l
WOOD
W.B. PAINT
W.B. PAINT
WOOD FLOOR OVER
DINING LAMINATED WOOD
EXISTING CONCRETE
DRYWALL/
8'-2'
C
WOOD
W.B. PAINT
W.B. PAINT
PORCH
FOOTING TO REMAIN
CERAMIC/
I
I
(•-----------------7----------------
I
W.B. PAINT
----���-----
SLEEPER TO
LAM. WOOD/ WOOD
BATH
13EDROOM2 i
I
I
C
CERAMIC
O.B. PAINT
I
I
I
I I
I I
I
I
DRYWALL/
1'-2-
C
WOOD
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
LIVING
°
0
I
I
I
I
I
I
I
I
I
i PROPOSED NEW
C
WOOD
W.B. PAINT
W.B. PAINT
I
I
I +11.1 3 N•G•V•D•
I
I
I BEDROOM 3
I
+13.13' N.G.V.D.
'1st FLOOR
O.B. PAINT : DENOTE OIL BASE PAINT
I
1
I
I
1
I GARAGE
I
I
I
I
NOTE -2: CLASS C INTERIOR WALL &
CEILING FINISH
(2010 F.B.C. TABLE 803.9)
I
SECTIONS, AND
I
NOTES
1
PROPOSED
I
I
I
I
i
1
3 -1/2•x3 -1/2•x1/4'
I
I
�
I
I
I
STEEL COLUMN
PROVIDE 2x10
I
I
I
I
I
I
I
BLOCKING
EXISTING CONCRETE I
I
I
I GARAGE
I
--------------------
-------------------
---- -------------- -
FOOTING TO REMAIN I
________________
I
I
I
I
I
I
I
----------- -----
1
14'-6'
EXISTING 2x10 I
I
I
I
I
FLOOR JOISTS 0 I
I
I
I KITCHEN
PROPOSED W12x19
16' O.C. TO REMAIN I
I I
I
STEEL BEAMPROVIDE
4A�
I
(OVERHEAD)
2x10 FLOOR I
I 9 I
DINING
I I I
' I I I I
IL _ _ _ _ _ _ _ _ _ _ --_ _ L _ _ __ _ _ - - _ _ _ - _ _ _ _ _ _ _ _ _ _
I
I
L -----------------A----------------- - `-- [EXISTING
---------- CONCRETE
FOOTING TO REMAIN
9"
PROPOSED STEEL FRAMING PLAN
SCALE: 1/4"- 1'-0"
INTERIOR FINISH SCHEDULE
PROPOSED 3 -1/2'x3 -1/2"x1/4'
ROOMFLOOR BASE
BALL
CEILING
FUME
NA1�
PROPOSED 3'x3"x3/8"
1fATERIAL HEIGH
CLASSIFICATION
LAMINATED WOOD
LIVING
DRYWALL/
DRYWALL/
8'-2"
C
WOOD
W.B. PAINT
W.B. PAINT
WOOD FLOOR OVER
DINING LAMINATED WOOD
DRYWALL/
DRYWALL/
8'-2'
C
WOOD
W.B. PAINT
W.B. PAINT
LONG STEEL
KITCHEN LAMINATED WOOD
CERAMIC/
DRYWALL/ B'-2"
C
WOOD
W.B. PAINT
W.B. PAINT
SLEEPER TO
LAM. WOOD/ WOOD
BATH
CERAMIC/
DRYWALL/
1'-2-
C
CERAMIC
O.B. PAINT
W.B. PAINT
LAMINATED WOOD
BEDROOM
DRYWALL/
DRYWALL/
1'-2-
C
WOOD
W.B. PAINT
W.B. PAINT
d' THROUGH BOLTS EACH
GARAGE CONCRETE NONE
CON. BLOCK/
NONE 8'-2"
C
°
0
W.B. PAINT
W.I.C.LAMINATED WOOD
DRYWALL/
DRYWALL/ 8'-2"
C
WOOD
W.B. PAINT
W.B. PAINT
NOTE -1: ALL INTERIOR FINISHES TO BE TYPE C INTERIOR WALL & CEILING FINISH
iV d
(F.B.C.-2010 TABLE 803.5)
O.B. PAINT : DENOTE OIL BASE PAINT
+/-8• °
— SOLID
STEEL FRAMING
W.B. PAIN : DENOTE -WATER BASE PAINT
CONCREE TE STEM
CONCRETE
NOTE -2: CLASS C INTERIOR WALL &
CEILING FINISH
(2010 F.B.C. TABLE 803.9)
FLAME SPREAD 76-200, SMOKE -DEVELOPMENT 0-450 (2010 F.B.C. SEC. 803.1.1)
rJOISTS 0 16" O.C., ONE I
BETWEEN EXISTING I I
JOISTS, SUPPORTED ON I
INTERIOR & PERIMETER I
__STEM WALL _-_-_--
PROVIDE 2x10
BLOCKING
a • ,a
PROPOSED (4)
ro 5/8' 0 THROUGH
BOLTS EACH
N , COLUMN
a e EXISTING SOLID
CONCRETE BEAM
• TO REMAIN
E •.
A..
DETAIL 1
SCALE: 1-1/2"- 1'_0• S-2
EXIST. 2.10 0 16'
O.C. WOOD CEILING
JOISTS TO REMAIN
T v C
EteC14
i1►s
Pd `7
EXISTING 2x4 WOOD
BRACING TO REMAIN Lm
LMU Engineering, LLC
19460 SW 2nd STREET
PEMBROKE PINES, FL 33029
7.305.804.8919 F.954.447.5162
6"x4"x5/ 16'x6-1 /2" lulloa@lmuenginemhq.com
4 5/8" 1 7/ LONG STEEL ANGLE
24" O.C. & AT EACH V U LI-Oq ,
ROOF SUPPORT ®� _"`""„p••`
LOCATION �j
`' �5 ,• • �1•S•E / �o doi
10
1/2"0 THROUGH BOLTro
; N® f
EACH CONNECTION
WITH OVERSIZED
WASHERS BOTH SIDES=
41
�— EXISTING (2) 2x6 WOOD
SLEEPERS TO REMAIN
6 1/2" (2) 1/2.0 GALV.
THROUGH BOLTS
N
PROPOSED
STEEL BEAM 12x28
3/16"
14
3/16' PROPOSED 3"x3"0/8"
STIFFENERS INTERIOR
SIDES (TYP)
O
i�
S
100
9 p' aA.4%p. ULLOA. P.E.
(STRUCTURAL ENGINEER
ATE OF FLORIDA LICA 8;1908
V
PROPOSED 3 -1/2'x3 -1/2"x1/4'
E-70
STEEL COLUMN
3/16"
PROJECT
�I
PROPOSED 3'x3"x3/8"
REMOVE EXISTING 2x6
STIFFENERS INTERIOR
SLEEPER TO ALLOW
SIDES (TYP)
STEEL U -BRACKET
INSTALLATION
EXISTING 1x4
WOOD FLOOR OVER
2x8 T&G DECKING
MIAMI SHORES, FL 33150
TO REMAIN
°t
9"x12"xt/2"x12'
EXISTING 2x10
LONG STEEL
® 16" JOISTS
U -BRACKET
O.C. (TYP)
APC ENGINEERING
EXISTING 2x6
ENTERPRISES, INC
SLEEPER TO
REMAIN
a • ,a
PROPOSED (4)
ro 5/8' 0 THROUGH
BOLTS EACH
N , COLUMN
a e EXISTING SOLID
CONCRETE BEAM
• TO REMAIN
E •.
A..
DETAIL 1
SCALE: 1-1/2"- 1'_0• S-2
EXIST. 2.10 0 16'
O.C. WOOD CEILING
JOISTS TO REMAIN
T v C
EteC14
i1►s
Pd `7
EXISTING 2x4 WOOD
BRACING TO REMAIN Lm
LMU Engineering, LLC
19460 SW 2nd STREET
PEMBROKE PINES, FL 33029
7.305.804.8919 F.954.447.5162
6"x4"x5/ 16'x6-1 /2" lulloa@lmuenginemhq.com
4 5/8" 1 7/ LONG STEEL ANGLE
24" O.C. & AT EACH V U LI-Oq ,
ROOF SUPPORT ®� _"`""„p••`
LOCATION �j
`' �5 ,• • �1•S•E / �o doi
10
1/2"0 THROUGH BOLTro
; N® f
EACH CONNECTION
WITH OVERSIZED
WASHERS BOTH SIDES=
41
�— EXISTING (2) 2x6 WOOD
SLEEPERS TO REMAIN
6 1/2" (2) 1/2.0 GALV.
THROUGH BOLTS
N
PROPOSED
STEEL BEAM 12x28
3/16"
14
3/16' PROPOSED 3"x3"0/8"
STIFFENERS INTERIOR
SIDES (TYP)
O
i�
S
100
9 p' aA.4%p. ULLOA. P.E.
(STRUCTURAL ENGINEER
ATE OF FLORIDA LICA 8;1908
V
PROJECT&:
AD
14 -DD -22
PROPOSED
PROJECT
�I
3 -1/2'x3 -1/2"x1/4'
co
STEEL COLUMN
INTERIOR REMODELING
126 NW 101 STREET,
MIAMI SHORES, FL 33150
°t
CLIENT INFORMATION:
APC ENGINEERING
ENTERPRISES, INC
2150 WEST 1 Oth AVENUE
E-70
(TYP) 3/16'
HIALEAH, FL 33010
ISSUE DATE
PERMIT SET 01-09-15
REVISION 1 02-09-15
d °
(4) 5/8"0 GALV.
d' THROUGH BOLTS EACH
a ° °
COLUMN
°
0
° °4 9"x12"x1/2"x12"
LONG STEEL
°
c
U -BRACKET
iV d
PROPOSED
+/-8• °
— SOLID
STEEL FRAMING
°
CONCREE TE STEM
CONCRETE
°
WALL TO REMAIN
PLAN, DETAILS,
SECTIONS, AND
NOTES
°
1ZA
SECTION A
SCALE: 3"= 1'-0'
DRAWNSY:
PROJECT&:
AD
14 -DD -22
CHECKED BY.
SCALE
DO
AS NOTED
DMININQ
A-2
PROPOSED (1) 2x4 P.T. GR.#2
TOP PLATE ATTACHED TO
BOTTOM OF WOOD CEILING
JOISTS W/ 3/8" 0 LAG SCREWS
FULLY ENGAGED 0 16" O.C.
PROPOSED 1/2' DRYWALL
ATTACHED TO 2x4 WOOD STUDS
W/ 1-1/2" TYPE -S DRYWALL
SCREWS AT 12" O.C. MAX.
PROPOSED (1) 2x4 P.T.
SOUTHERN PINE GR.#2
BOTTOM PLATE ATTACHED TO
WOOD FLOOR JOISTS W/
3/8' 0 LAG SCREWS FULLY
ENGAGED ® 16' O.C.
EXISTING 2x10
TIMBER COUNG
JOISTS TO REMAIN
PROPOSED 2x4 P.T.
SOUTHERN PINE GR.#2
WOOD STUDS 016" O.C.
PROPOSED FINISH FLOOR
(SEE FINISH SCHEDULE)
DUSTING 3/4"
WOOD FLOOR
DECKING TO REMAIN
+0'-0'
st FLOOR
GVD: +13.13'
EXISTING 2x10
WOW FLOOR JOISTS
TO REMAIN
INTERIOR PARTITION DETAIL
SCALE: 3/4"- E'-0"
GENERAL STRUCTURAL NOTES:
1. ALL MATERIALS AND CWS IMMON SHALL COINLY WIN THE LATEST MORS OF THE
ROM BMDING COC& DHE A0. $PECIRCATIOH AND RECOMIID@ED PRACTICE. THE CONSIRIICTRW
SHALL OpWLY NTN 111E SWEIY REQUIREMENTS OF ALL LOCAL. STATE AND FEDERAL LAW.
2 NO M&VN SHALL BE SCALED FROM ORAYMBS. DETAILS AND SECTIM SHOWN ON DIE
DRAWINGS ARE INTENDED TO BE TYPICAL MID APPLY MANY MAR SITUAVOR D(CEPT
*ERE A OFTERENT OETAL B SHIN.
I SHOP DRAWNGS SHALL BE SUBMITTED TO TRE ENCINM FOR REM AND APPROVAL BMW FABRICATION
OF ANY STRUCTURAL (EMBERS
4. MING ONOER(RO NI) UNKNOWN UTILITIES DISCOVERED DIM CCSIRUCNN SHALL DE
BROUGHT TO THE ATTENTION OF THE ENRMNEER
& CONTRACTOR SHALL OBTAIN ALL MARY PERMITS PRIOR TI) COOEIMG CORSRUCTION.
& FILL AND BACIOIL SHALL BE COMPACTED TO A MN OF 9®, OF THE N)O NY DENSIV AT
"UM MOSDURE AS MEMO BY TRE MOBOED PROCTOR TEST. LOTS SALL NOT EXCEED 6".
7. THE STR==AL MOM OF RECORD DOB NOT POSSES, NOR PRESIDES TO POSSES ANY
KN0*.EDGE OR WFRTISE IN MATTERS TO JOB SITE EMPLOYEE SAFETY, OSHA OR LABOR
UW REOURiEMER15 FOR A ONSIRUCTIOR PRO= SAFETY AND COIPUANCE NDI OSHA
AND LABOR LAWS ARE THE ABSCUM RESPONSIBILITY OF THE ITERAL. CO TRCICIR
AND THOSE CONSULTANTS RE HIRES TO ADDRESS THESE MATTERS DIE SIMICIURAL ENONEER
OF REDID SPECIALIZES N SIRUCIURAL 1L9O1 ONLY, AND THE BOARD OF PROES$OtW.
REGIMTIO1 FORMDS HM FROM AS911DIG RESPOISBMIIY anwE LMB AREA OF DMPEADSE
S. ALTHWCH THE FNONEER.(F RECORD HAS STRIVED TO MEET ALL APPLICABLE CODES AND
LOCAL ORDINANCE REQURE100. THE CONTRACTOR IS SI01 RESPONSIBLE FOR COMPLYING
NN ALL APPLICABLE CXOES' AND ODWANC.S O THE EVENT OF COWCT OR OVIRMIRT
IN THE DRANNGS DHE CONTRACTOR WISE OMEMATELY NOTIFY IRE ENGINEER O ANY
CONFLICT O DISCREPANCY ENCOUNTERED SO THAT APPROPRIATE ROOM MAY BE UNDERTAKEN.
rrmolol
L ALL WO) TO IE AIR ORIFI), VELL SEASONED AND GRACE MARKED AT MILL.
2 ALL WOOD INCLUDOG WOKS WALL DE PRESSURE TREATED SOUTHERN PDE CRADEJ2 SURFACED FOUR SIDES (S -4-S)
NTH A MND M FIBER STRESS IN BENDING OF 1,200 PSI AND A MAMN MOISTURE INTENT OF 19X
1 ALL WOO N CONTACT NTH CanNITOCUS MATERIAL SHALL BE PRES$IRE TREATED.
4. STORE WOD ABOVE (RADE OR FLOOD, ALL= PROPER AR aRCULATIDN AND PROTECT FROM WETTING
STRUCTURAL STEEL:
1. ALL SIRIMRAL STEEL AND PLATES SHALL COFOR I TO A&LM. A-36 HOT DOPED GALVANIZED.
L ALL PLATES SHALL 6E TOUCHED AFTER VEU NG HAS TAKEN PLACE
& ALL SIRUCIUlOL SED. N3DNG $HALL BE PERFORM NTH AWS D.U.
4. ALL ANCHOR BOLTS SHALL CWCRM TO A&TJL A -3D7.
& ALL BODS SHALL COMM TO ASTA A-32&
6. ALL PPE OXIIMNS SHALL CONI' M TO A.&TJL A -S3, GRADE 8 (Fy < 46 K$J.
7. PROVIDE ONE SHOP COAT OF RUST W MIRING PANT TOL 3 ML DRY FRN I♦fOWWff
& FABRICATIONS AND ERECTIONS SHALL BE DONE N ACCORDANCE WITH TTE LATEST ALSO
SPEC F='ROn
WELDING:
1. ALL VOIDING SHOULD RE PERFO NED N ACCORDANCE WITH IRE REMRDMENIS SET FORTH BY
AWS. BY WITDIED MDES.
2 CONTRACTORS M USE E-70 SERFS LOW HYOROMN F1ECTROOM
/ 1. DAIS S A LEVEL 2 ALTERATION, ALL ASPECTS OF RICE 2010 MUST RE FOLL0IED,
I TIRE APPLCA13 E CODES ARE \I
FLORIDA BURDNG CTE, 2010 EOTIOR NTH SUPPLEMNiS
AW. 31i BURONG CODE REQUOELENTS FOR RENFORCED CONCRETE
AMS1.-ML
. 13th FDDION
ASCE 7 J
p� L
3 "NDS 2005 6*1110"'
u'pp)) GoP E
4= eotrtRe70�- TO
• sYOPNG pwllj&' 8c�o
rumo%j NE
V
DESIGN CRITERIA
SUPERIMPOSED DESIGN LOADS:
ROOF DEAD LOAD 25 PSF.
ROOF LIVE LOAD 30 PSF.
FLOOR DEAD LOAD 20 PSF.
FLOOR UVE LOAD 40 PSF.
WIND SPEED 175 MPH
CATEGORY 11
IMPORTANCE FACTOR 1.00
EXPOSURE CATEGORY C.
NOTES : LOADS PER FAC 2010 EDITION WITH
2012 SUPPLEMENTS AND ASCE 7-10
imi
LL
1 OM SW 2nd STREET
PEMBROKE PINES, FL 33028
T.305.804.8818 F.954.447.5162
IuOoa@I=engineeft.m n
' ° "27403
27403
OLLO,q 's,
sdP
N•S•E • ��e
sl 14
639®� •. �
s
P
I I lu ISM. ULLOA, P.E.
C (STRUCTURAL ENGINEER
S7' TE OF FLORIDA LICA
CONSULTANTS:
PROJECT
INTERIOR REMODELING
126 NW 101 STREET,
MIAMI SHORES, FL 33150
CLIENT INFORMATION:
APC ENGINEERING
ENTERPRISES, INC
2150 WEST 1001 AVENUE
HIALEAH, FL 33010
ISSUE DATE
PERMIT SET 02-09-15
DETAIL,
SCHEDULE, AND
NOTES
DRANK BY: PROJECTS:
AD 14DD 22
CHECKED BY: BCN.E
DO AS NOTED
DRAWING:
A-3
DOOR &
WINDOW
SCHEDULE
MARC
SIZE
B r H
I CODE TYPE
MATER.
SHGC
U -FACTOR
REUMCS
N.O.A.
CAPACITY
+(PSF) -(PSF)
D-1
3'-O'
6'-6"
SERIE00 S OUTSWING
ALUMINUM
N/A
N/A
LARGE IMPACT TEST
12- 0113.02
66.3 75.8
D-2
2'-10"
6'-B"
SERIES S OUTSWING
ALUMINUM
N/A
N/A
LARGE IMPACT TEST
12-0113.02
66.3 75.8
D-3
3'-0"
6'-B"
- SWING
WOOD
-
-
INTERIOR/BED
N/A
- -
D-4
2'-6"
6'-B"
- SWING
WOOD
-
-
INTERIOR/BATHROOM
N/A
- -
D-5
2'-6"
6'-8"
- SWING
WOOD
-
-
INTERIOR/BATHROOM
N/A
- -
W-137"
51"
E 500 RO CASEMENT
ALUMINUM
N/I
NII
IMPACT TEST
13-0206 . 07
70.0 75.0
W-2
37"
51"
E 00 RD CASEMENT_ALUMINUM
NII
N/1
LARGE IMPACT TEST
13-0206.07
70.0 75.0
W-337
51'
E00 -GUARD CASEMEN
GLLUM NUM
N11
N A
LARGE IMPACT TEST
NOAH
13-0206.07
70.0 75.0
rrmolol
L ALL WO) TO IE AIR ORIFI), VELL SEASONED AND GRACE MARKED AT MILL.
2 ALL WOOD INCLUDOG WOKS WALL DE PRESSURE TREATED SOUTHERN PDE CRADEJ2 SURFACED FOUR SIDES (S -4-S)
NTH A MND M FIBER STRESS IN BENDING OF 1,200 PSI AND A MAMN MOISTURE INTENT OF 19X
1 ALL WOO N CONTACT NTH CanNITOCUS MATERIAL SHALL BE PRES$IRE TREATED.
4. STORE WOD ABOVE (RADE OR FLOOD, ALL= PROPER AR aRCULATIDN AND PROTECT FROM WETTING
STRUCTURAL STEEL:
1. ALL SIRIMRAL STEEL AND PLATES SHALL COFOR I TO A&LM. A-36 HOT DOPED GALVANIZED.
L ALL PLATES SHALL 6E TOUCHED AFTER VEU NG HAS TAKEN PLACE
& ALL SIRUCIUlOL SED. N3DNG $HALL BE PERFORM NTH AWS D.U.
4. ALL ANCHOR BOLTS SHALL CWCRM TO A&TJL A -3D7.
& ALL BODS SHALL COMM TO ASTA A-32&
6. ALL PPE OXIIMNS SHALL CONI' M TO A.&TJL A -S3, GRADE 8 (Fy < 46 K$J.
7. PROVIDE ONE SHOP COAT OF RUST W MIRING PANT TOL 3 ML DRY FRN I♦fOWWff
& FABRICATIONS AND ERECTIONS SHALL BE DONE N ACCORDANCE WITH TTE LATEST ALSO
SPEC F='ROn
WELDING:
1. ALL VOIDING SHOULD RE PERFO NED N ACCORDANCE WITH IRE REMRDMENIS SET FORTH BY
AWS. BY WITDIED MDES.
2 CONTRACTORS M USE E-70 SERFS LOW HYOROMN F1ECTROOM
/ 1. DAIS S A LEVEL 2 ALTERATION, ALL ASPECTS OF RICE 2010 MUST RE FOLL0IED,
I TIRE APPLCA13 E CODES ARE \I
FLORIDA BURDNG CTE, 2010 EOTIOR NTH SUPPLEMNiS
AW. 31i BURONG CODE REQUOELENTS FOR RENFORCED CONCRETE
AMS1.-ML
. 13th FDDION
ASCE 7 J
p� L
3 "NDS 2005 6*1110"'
u'pp)) GoP E
4= eotrtRe70�- TO
• sYOPNG pwllj&' 8c�o
rumo%j NE
V
DESIGN CRITERIA
SUPERIMPOSED DESIGN LOADS:
ROOF DEAD LOAD 25 PSF.
ROOF LIVE LOAD 30 PSF.
FLOOR DEAD LOAD 20 PSF.
FLOOR UVE LOAD 40 PSF.
WIND SPEED 175 MPH
CATEGORY 11
IMPORTANCE FACTOR 1.00
EXPOSURE CATEGORY C.
NOTES : LOADS PER FAC 2010 EDITION WITH
2012 SUPPLEMENTS AND ASCE 7-10
imi
LL
1 OM SW 2nd STREET
PEMBROKE PINES, FL 33028
T.305.804.8818 F.954.447.5162
IuOoa@I=engineeft.m n
' ° "27403
27403
OLLO,q 's,
sdP
N•S•E • ��e
sl 14
639®� •. �
s
P
I I lu ISM. ULLOA, P.E.
C (STRUCTURAL ENGINEER
S7' TE OF FLORIDA LICA
CONSULTANTS:
PROJECT
INTERIOR REMODELING
126 NW 101 STREET,
MIAMI SHORES, FL 33150
CLIENT INFORMATION:
APC ENGINEERING
ENTERPRISES, INC
2150 WEST 1001 AVENUE
HIALEAH, FL 33010
ISSUE DATE
PERMIT SET 02-09-15
DETAIL,
SCHEDULE, AND
NOTES
DRANK BY: PROJECTS:
AD 14DD 22
CHECKED BY: BCN.E
DO AS NOTED
DRAWING:
A-3
PROPOSED WATER PLAN
SCALE: 1/4"- 1'-0'
PROPOSED SANITARY PLAN
SCALE: 1/4= 1'-0'
WATER NOTES
1. COORDINATE THE WORK OF THIS TRADE WITH ALL OTHER TRADES.
2. ALL WATER PIPING (Cold & Hot) SHALL BE COPPER.
3. IN NERAL ALL WORK OF THIS TRADE MUST COMPLY WITH THE 2010
FLORIDA BUILDING CODE AND ALL OTHER CODES IN EFFECT.
4. VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING WORK AND
REPORT ANY DISCREPANCIES TO THE ARCHITECT.
S. PROVIDE AIR CHAMBERS FOR ALL WATER SUPPLIES FEEDING FIXTURES.
6. ALL HOSE BIBS SHALL HAVE VACCUM BREAKERS AND SHUT OFF
VALVE
7. PROVIDE INDIVIDUAL SHUT OFF VALVES ON WATER PIPING TO EACH
GROUP OF FIXTURES.
8. INSULATE HOT & COLD WATER CONNECTIONS AT WATER HEATERS AS
PER FLORIDA ENERGY CODE
I SYMBOL LEGEND I
nn LAVATORY (LAV.)
^
Q 7 WATER CLOSET (W.C.)
COLD WATER (C.W.)
HOT WATER (H.W.)
PLUMBING SYSTEM GENERAL NOTES
STATEMENT OF PITCH
�k PROVIDE 1/4' MIN. PITCH FOR ALL SANITARY PIPING (HORIZONTAL)
PROVIDE UNIFORM PITCH FOR ALL SANITARY SYSTEM PIPING OUT TO PUBLIC SEWER
PIPING OF THE BUILDING DRAIN, BUILDING SEWER, FIXTURE DRAINS & BRANCH DRAIN PIPING.
* LLP.V LINEAL PLACED
U DER FLOOR SLAB TO B£ 2' MIN. P.V.C. SCHEDULE 40 TO PITCH
�k UM
ALL MATERIALS AND FIXTURES USED AS WELL AS INSTALLATION MUST COMPLY WITH
THE FLORIDA BUILDING CODE PLUMBING.
�k PROVIDE STOP VALVE RATED 12S PS AT WATER SERVICE ENTRANCE LOCATION.
* PROVIDE AIR CHAMBER. AT ALL WATER PIPING SSMNG PLUMBING FIXTURES.
�k CLEAN OUT NOTE : PROVIDE CLEANOUT AT BASE OF ALL VENT STACKS SAME SIZE
AND MATERIAL AS STACKS.
PIPE O.D. & PITCH MAX. # FU
# ALL 1-1/2.0 ( 1/4'®UN.FT.MIN.) 3 F.U.
�k ALL 2.0 ( 1/4.OUN.FT.MIN.) 21 F.U.
# ALL 3.0 ( 1/4'/UN.FT.MIN.) 42 F.U.
# ALL 4.0 ( 1/4'/UN.FT.MIN.) 216 F.U.
Lm
PLUMBING NOTES
1. FBCR P2708.3 SHOWER CONTROL VALVES. INDIVIDUAL SHOWER AND TUB/SHOWER COMBINATION VALVES SHALL BE EQUIPPED KITH
CONTROL VALVES OF THE PRESSURE -BALANCE, THERMOSTATIC -MIXING OR COMBINATION PRESSURE-BALANCE/THERMOSTATIC-MI)ONG
VALVE TYPES MATH A HIGH LIMIT STOP IN ACCORDANCE PATH ASSE 1016 OR CSA 8125. THE HIGH UNIT STOP SHALL. BE SET TO
LIMIT WATER TEMPERATURE TO A MAXIMUM OF 1207. IN -UNE THERMOSTATIC VALVES SHALL NOT BE USED FOR COMPLIANCE VKTH
THIS SECTION.
2. FBCR P2903.5 WATER HAMMER. THE FLOW VELOCITY OF THE WATER DISTRIBUTION SYSTEM SHALL BE CONTROLLED TO REDUCE THE
POSSIBILITY OF WATER HAMMER. A WATER -HAMMER ARRESTOR SHALL BE INSTALLED WHERE WICK -CLOSING VALVES ARE USED.
WATER -HAMMER ARRESTOR SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS. WATER -HAMMER
ARRESTORS SHALL CONFORM TO ASSE 1010.
3. FBCR P2903.2 MAXIMUM FLOW AND WATER CONSUMPTION. AS PER MIAMI-DADE ORD. SEC. 8-31 PLUMBING FIXTURES SHALL MEET
THE LOCAL WATER FLOW RESTRICTIONS ADOPTED BY MIAMI-DADE COUNTY WATER AND SEWER (WATER CLOSET 1.28 GPM. LAVATORY
1.5 GPM, SHOWER HEADS 1.5 GPM, AND KITCHEN FAUCETS 1.5 GPM).
SANITARY NOTES
1. A CLEANOUT SHALL BE PROVIDED AT THE
BASE OF EACH SOIL AND WASTE PIPE TO
BE SAME SIZE AS THE WASTE VENT;
2. MINIMUM PITCH OF ALL HORIZONTAL
BRANCHES AND SEWER LINES SHALL BE
1/8' PER LINEAL FOOT;
3. COORDINATE THE WORK OF THIS TRADE WITH
ALL OTHER TRADES;
4. IN GENERAL ALL WORK OF THIS TRADE MUST
COMPLY WITH THE 2010 FLORIDA BUILDING
CODE AND ALL OTHER CODES IN EFFECT;
5. YOU" ALL EXISTING CONDITIONS BEFORE
COMMENCING WORK AND REPORT ANY
DISCREPANCIES TO THE ARCHITECT;
6. ALL OUTSIDE CLEANOUTS SHALL BE
BROUGHT TO GRADE WITH COVER;
7. ALL SOL, WASTE, VENT, AND RAM WATER
PIPING SHALL BE PVC SCHED. 40;
8. TOILET ROOMS FLOOR & BASE TO BE
IMPERVIOUS MATERIAL
SYMBOL LEGEND
LMU Engineering, LLC
LAVATORY (LAV.)
19460 SW 21d STREET
WATER CLOSET (W.C.)
PEMBROKE PINES, FL 33028
DENOTES FIXTURE COUNT
7.305.804.8819 F.964.447.5162
CLEAN OUT (C.O.)
lulloa@lmusMineeft.com
VENT THRU ROOF
p���aaaa0 .27403
t�.,�
%ULLoq
fwa%a
-1/4"
(� o
. N S
�o%°%J� .
v: �
®
/Z
- JA
6�9p9
3/r'
i
-
-
•
c••�'
i
I_i/r
-
%
`,
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o
• • ��
• `
2,
f
ULLOA,
a °
(� to P.E.
CISTRUCTURAL. ENGINEER
TATE OF FLORIDA UCI 839M
PLUMBING NOTES
1. FBCR P2708.3 SHOWER CONTROL VALVES. INDIVIDUAL SHOWER AND TUB/SHOWER COMBINATION VALVES SHALL BE EQUIPPED KITH
CONTROL VALVES OF THE PRESSURE -BALANCE, THERMOSTATIC -MIXING OR COMBINATION PRESSURE-BALANCE/THERMOSTATIC-MI)ONG
VALVE TYPES MATH A HIGH LIMIT STOP IN ACCORDANCE PATH ASSE 1016 OR CSA 8125. THE HIGH UNIT STOP SHALL. BE SET TO
LIMIT WATER TEMPERATURE TO A MAXIMUM OF 1207. IN -UNE THERMOSTATIC VALVES SHALL NOT BE USED FOR COMPLIANCE VKTH
THIS SECTION.
2. FBCR P2903.5 WATER HAMMER. THE FLOW VELOCITY OF THE WATER DISTRIBUTION SYSTEM SHALL BE CONTROLLED TO REDUCE THE
POSSIBILITY OF WATER HAMMER. A WATER -HAMMER ARRESTOR SHALL BE INSTALLED WHERE WICK -CLOSING VALVES ARE USED.
WATER -HAMMER ARRESTOR SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS. WATER -HAMMER
ARRESTORS SHALL CONFORM TO ASSE 1010.
3. FBCR P2903.2 MAXIMUM FLOW AND WATER CONSUMPTION. AS PER MIAMI-DADE ORD. SEC. 8-31 PLUMBING FIXTURES SHALL MEET
THE LOCAL WATER FLOW RESTRICTIONS ADOPTED BY MIAMI-DADE COUNTY WATER AND SEWER (WATER CLOSET 1.28 GPM. LAVATORY
1.5 GPM, SHOWER HEADS 1.5 GPM, AND KITCHEN FAUCETS 1.5 GPM).
SANITARY NOTES
1. A CLEANOUT SHALL BE PROVIDED AT THE
BASE OF EACH SOIL AND WASTE PIPE TO
BE SAME SIZE AS THE WASTE VENT;
2. MINIMUM PITCH OF ALL HORIZONTAL
BRANCHES AND SEWER LINES SHALL BE
1/8' PER LINEAL FOOT;
3. COORDINATE THE WORK OF THIS TRADE WITH
ALL OTHER TRADES;
4. IN GENERAL ALL WORK OF THIS TRADE MUST
COMPLY WITH THE 2010 FLORIDA BUILDING
CODE AND ALL OTHER CODES IN EFFECT;
5. YOU" ALL EXISTING CONDITIONS BEFORE
COMMENCING WORK AND REPORT ANY
DISCREPANCIES TO THE ARCHITECT;
6. ALL OUTSIDE CLEANOUTS SHALL BE
BROUGHT TO GRADE WITH COVER;
7. ALL SOL, WASTE, VENT, AND RAM WATER
PIPING SHALL BE PVC SCHED. 40;
8. TOILET ROOMS FLOOR & BASE TO BE
IMPERVIOUS MATERIAL
SYMBOL LEGEND
(d l
LAVATORY (LAV.)
Lf -
WATER CLOSET (W.C.)
Q
DENOTES FIXTURE COUNT
ra OF
CLEAN OUT (C.O.)
VTR
VENT THRU ROOF
fra
LAV. : LAVATOT'
SEWER LINE
PROJECT
INTERIOR REMODELING
126 NW 101 STREET,
MIAMI SHORES, FL 33150
CLIENT INFORMATION:
APC ENGINEERING
ENTERPRISES, INC
2150 WEST 1 Oth AVENUE
HIALEAH, FL 33010
ISSUE DATE
PERMIT SET 01-08-15
REVISION 1 02-09-15
,,p SED
*UMftG PLAN
�A ,.MOTES
DRANK BY: PROJECT 0.
AD 14 -DD -22
CHECKED SY: BLnLE:
DD AS NOTED
DRAVVANG:
P-1
FIXTURE
SCHEDULE
ra OF
WAVa
fra
LAV. : LAVATOT'
PK m U1r5
1
fwa%a
-1/4"
Approved -4
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3
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-)isapp
55AAV. WAIU0iT
3/r'
sox :sax
2
I_i/r
WKFER: WA5a
2
2,
PROJECT
INTERIOR REMODELING
126 NW 101 STREET,
MIAMI SHORES, FL 33150
CLIENT INFORMATION:
APC ENGINEERING
ENTERPRISES, INC
2150 WEST 1 Oth AVENUE
HIALEAH, FL 33010
ISSUE DATE
PERMIT SET 01-08-15
REVISION 1 02-09-15
,,p SED
*UMftG PLAN
�A ,.MOTES
DRANK BY: PROJECT 0.
AD 14 -DD -22
CHECKED SY: BLnLE:
DD AS NOTED
DRAVVANG:
P-1