295 NE 94 St (13)DRAWN BY: 1
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APPROVED:
R. MONSOUR
DATE:
07 -16 -01
SCALE:
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JOB:
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2" x 4" COL.
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ADD 16" x 18" CONTINUOUS CONCRETE
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4
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WITH LIQUID EPDXY AT 36"
TYPICAL TO EXSITNG SLAB.
SCALE: 1-1/2"
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EXSITNG RESIDENCE.
2" X q" BOX BEAM.
6' -5"
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FLOOR PLAN
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NOTE:
ON EXISTING SLAB AND FOOTING
DESIGNED AND CONSTRUCTED BY
OTHERS.
NOTE:
ON EXISTING SLAB AND FOOTING
DESIGNED AND CONSTRUCTED BY
OTHERS.
W
X
FRONT ELEVATION
3" INSULATED ROOF.
3" X 3" X I/8" BOX COLUMNS
TYPICAL.
SEE FOOTING DETAIL.
6' -5"
32' -2"
W
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EXSITNG RESIDENCE.
6' -5"
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6' -5"
SCALE: 1/4"
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4. DOORS ARE OPTIONAL, CONTRACTOR TO
VERIFY LOCATION.
GENERAL NOTES:
I. CONTRACTOR TO VERIFY ALL DIMENSIONS.
2. SEE ATTACHED SPECIFICATION SHEET
FOR ADDITIONAL DETAILS.
3. STRUCTURE SHALL BE BUILT ACCORDING
TO ATTACHED SPECIFICATION SHEETS AND
DETAILS DRAWN BY RAMMS ENGINEERING INC.
f
REVISIONS BY:
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- a/@i 22:13:25 941.400.1900 -FB2 -> 3056950230
:' RODUCT CONTROL NOTICE OF ACCEPTANCE
PGT Industries
I07O Technology Drive
Nokomis
CONTRACTOR ENFORCEMENT SECTION
(305) 375 -2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
1-our application for Product Approval of: (305) 375 -2902 FAX (305) 3726339
Series PW 701 Aluminum Fired Window - Impact Resistant (7/16" Laminated)
uar Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been reconunended for acceptance by the Miarni -Dade
- -v Building Code Compliance Office (BCCO) under the conditions specified herein.
This approval shall not be valid after the expiration date stated below. I3CCO reserves the right to secure this
-7d• .7: t or material at anytime from a jobsite or manufacturer's plant for quality control testing.
r uts product or material fails to perform in the approved manner, I3CCO may revoke, modify, or suspend
of such product or material inunediately. BCCO reserves the right to revoke this approval, if it is
3CCO that this product or material fails to meet the requirements of the South Florida Building
Lode.
The expense of such testing will be incurred by the manufacturer.
Acceptance No. :99- 0218.01
Expires:OS /20/2002
HIS IS THE COVERSHEET, SEE ADDI'T'IONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building Code
- 77. 1 Product Review Committee to be used in Dade County, Florida under the conditions set forth above.
. ppi oved :05/20/1999
FL 34274
rntt mail addres: past , r.astec @buildingcodeoniine.com
Page 009
MIAMI -DADS COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO-DADI: FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI. FLORIDA 33130 -1563
(305) 375.2901 FAX (305) 375 -2908
CONTRACTOR LICENSING SECTION
(305) 375 -2521 FAX (305) 375 -2558
Raul Rodriguez
Chief Product Control Division
rancisco I. Quintana, R.A.
Director
1 of 3 Miami -Dade County
Building Cod Coinpliance Oftice
Hointpuge: http: / /wwmbuildiogcodea aline coin
7_:13:59 941.480.1900 -FB2->
PGT Industries
ilmovative
2 Cf3
3056950230 Page 010
ACCEPTANCE No.:
APPROVED
EXPIRES •
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
_ 99- 0218.01
MAY 2n 1999
MAY 2 0 2002
SCOPE
This approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do
exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series PW 701 Aluminum Fixed Window - Impact Resistant and its components shall be
constructed in strict compliance with the following documents: Drawing No 4211, titled "Impact
Picture Window (0)" Sheets 1 through 4 of 4 dated 2/16/98, revised on 1/29/99, signed and sealed
by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the
Notice of Acceptance number and approval date by the Miami -Dade County Product Control
Division. These documents shall hereinafter be referred to as the approved drawings.
LIMITATIONS
This approval applies to single unit applications only, as shown in approved drawings.
4. INSTALLATION
4.1 The aluminum fixed window and its components shall be installed in strict compliance with the
approved drawings.
Hurricane protection system (shutters): the installation of this unit will not require a hurricane
protection system.
5. LABELING
5. . Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
_ :_ .:owing statement: "Miami -Dade County Product Control Approved '.
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 'his Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this system.
Manuel 'crcz, P.E. Product ( 61 Exaiuinc'
Produet trot Division
.e/10/01 22:14:30 941.480.1900 -FB2 -> 3056950230 Page 011
1'GT Industries ACCEPTANCE No.: 99- 0218.01
APPROVED
EXPIRES
MAY 2 1999
MAY 2 0 2002
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
the original submitted documentation, including test supporting data, engineering documents, are
no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state,
and the following statement: "Miami -Dade County Product Control Approved ", or as specifically
stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
e) Tithe Acceptance holder has not complied with all the requirements of this acceptance, including
the correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially
submitted is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
efe r.atically be cause for termination of this Acceptance, unless prior written approval has been
rested (through the filing of a revision application with appropriate fee) and granted by this office.
Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
1) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
.:rpose.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. Harry portion of the Notice of
Acceptance is displayed, then it shall be done in its entirety.
' -- py of this Acceptance as well as approved drawings and other documents, where it applies, shall
be provided to the user by the manufacturer or its distributors and shall be available for inspection at
the job site at all tune.. The engineer need not reseal the copies.
S. Failure to comply with any section of this Acceptance shall he cause for termination and removal of
. eeee..pt anee.
9. phis Notice of Acceptance consists of pacs 1, 2 and this last page 3. (':1_1)i
Manuel ercz, P.E. Product Con I:xamuner
Produc S Jritrol Division
END OF THIS ACCEPTANCE
3 of 3
96.000
MAX.
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MAX.
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1.) GLAZti‘..* i 6 (.454) L !NATED VON ; YER
(3/1 IS/ .G90 FILM/,5, i 6" HS)
2.) CONFICu'RATIONS: 0
3.) DESIGN PRESSURE RATING:
+90 1 —90 P.S.F.
4.) ANCHORS.
MAX. 6 1/4 FROM 6ti CORNER (HEAD & SILL)
MAX. 6 3/4" I'ROM EACH COMER (JAWS)
MAX. SPACING AT HEAD & SILL: 17 3/4"
MAX. SPACING AT JAMBS. 6.500"
5.) SHLIiTER REQUiREMI.
J0 S RED •
5.) REFERENCE TEST REPORT: 971
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NOKOMIS, L. 34274
APPEND AS COMPLYING WITH THI
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ellilbnit ct COMYLANCE Of
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77 :09 :40 941 4B0.190I1 -FB2 -> 3056950230
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Tech /Progressive Glass Technology
i0 O'Technology Drive
Nokomis FL 34275
Acceptance No. :98- 0223.01
Expires:10 /22/01
Approved :10/22198 _l.
Page 002
MIAMI -DADS COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COi+1PLIANCE OFFICE
METRO -DADE rLACLER BUILDING
t40 WEST FLA(LER STREET. SUITE 1603
MIAMI, FLORIDA 13130.1563
(305) 375 -2901 FAX (305) 375.2908
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 375.2558
CONTRACTOR EN!'ORCEIIENTSECTION
(305) 375.2%6 FAX (305) 375 -2908
application for Product A PRODUCT CONTROL DIVISION
'- app Approval of: (305) 375-2002 FAX (305) 372 -6339
ins SIC -701 Aluminum Single hung Window - Impact Resistant
.ricer Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted by
Applicant , along with Drawing No. 4040, sheets 1 that 4 of 4.
has been recommended for acceptance by the Building Code Compliance office to be used in Dade
`,o1.'nty, Florida under the : conditions set forth on pages 2 et. seq. and the Standard Conditions
k,a page 3.
This approval shall not be valid after the expiration date stated below. 'file Office of Code Compliance
°se ves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for
- 7 control testing. If this product or material fails to perform in the approved manner, the Code
:- - :,,iance Office may rei,oke, modify, or suspend the use of such product or material immediately. The
applicant shall re- evaluate this product or material should any ammendments to the South Florida Building
Code be enacted affecting this product or material. The Building Code Compliance Office reserves the
the right to revoke this approval, if it is determined by the Building Code Compliance Office that this
'ocluct or material fails to meet the requirements of the South Florida Building Code. The expense of
`cs''ng will be incurred by the manufacturer.
Raul Rod i ez
Product Control Supervisor
:HiS IS THE COVEI&SHIsET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This ap 'ication for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade
nty, Florida under the conditions set forth above.
r(_„,.1c anger, 7.1
et /tail address: . erQbuitdingcodeonnne.com f llomepuge: http : / /www.buitdinetodeonrine.com
Director
Building Code Compliance Dept.
Metropolitan Dade County
11 22;10:25
941..400.1900 -FB2 -> 3056950230
Vinyl Tech /Progressive Glass Technology
6.
<.1
Page 003
ACCEPTANCE No. 98- 0223.01
APPROVED OCT 2 9 1998
EXPIRES : OCT 2 2 2fli
NO'T'ICE OF ACCEPTANCE: SPECIFIC CONDITIONS
SCOPE
This approves an aluminum single hung window, as- described in Section 2 of this Notice of
Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miarni-
Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter
23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
PRODUCT DESCRIPTION
The Series SII - 701 Aluminum Single flung Window ----- Impact and its components shall be
constructed in strict compliance with the following document: Drawing No. 4010, titled "SH -701
Aluminum Single Ilung window" Sheets 1 thru 4 of 4, prepared by manufacturer, dated 2)9/98 and
revised on 08- 18 -98, signed and sealed by Robert L. CIark, P.L., bearing the Miami -Dade County
Product Control Approval stamp with the Notice of Acceptance number and approval date by the
Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as
the approved drawings.
3. LIMITATIONS
3.1 This approval appl es to single unit applications only, as shown in approved drawings.
i. STALLATION
4.1 The aluminum single hung window and its components shall be installed in strict compliance with
the approved drawings.
4.2 The installation of :his product will not require a hurricane protection system.
5. I.<ASELING
5.1 Each unit shall bear a permanent label with the manufacturers name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ".
BUILDING PERMIT REQUIREMENTS
Application for bur ding permit shall be accompanied by copies of the following:
c.1..!. This Notice of Acceptance.
5.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this system.
i s lf■ L cii
Ishaq I. Chanda, P.L'., Product Control Examiner
Product Control Division
7. 22:10:54 941.480.1900 -FB2-> 3056950230
l TechJProaressi're Glass Teehnologv
ACCEPTANCE No.: 98- 0223.01
APPROVED
EXPIRES
Page 004
OCT 2 2 1996
'euT 2 2 2001
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the
original submitted documents, including test - supporting data, engineering documents, are no older than eight
(8) years.
Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the
following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the
specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this product
and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the
correct instal of the product.
d. The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically
be cause for termination of this Acceptance, unless prior written approval has been requested (through the
filing of a revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory perfortnance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purposes.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Floridi, and followed by the
expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is
displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall he
provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site
at all time. The engineer needs not reseal the copies.
Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages I, 2 and this last page 3.
END OE'FIHIS ACCEPTANCE
1s1441 1. - llGtida
klieg i. Chanda, P.E., Product Control Examiner
Product Control Division
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Ei7Yf 1 AgiID1 OJAZING CODE
DAii /.�, °off. —._t _ l q
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PADDGCr CU1 rNG: wrs,Clt
BIALO4A0 CODE DDYP11M•CE QIFJCF
•cG[PrgnDC 11D9t5 -per 0[
TYPICAL SANGi.E HUNG ANCHORAGE
(1/4" TAPCON /Or? #12 PANHEAD)
pra ressiu z zAssiechaOAC
` `[/R Ill If rn: h N. S" 4 0 4
P.O. 60X 1524 s[.. A• NOKOM!S. FL. 34274 CJ •4040 I A
TILE ROOF TO MATCH EXISTING
2X4 P.T. BLOCKING 024" O.C.
2x8 P.T. LEDGER BD. W/ 5 /8 "4 A.B.
o.c.
/` TOP OF RAKE BEAM
14} ELEV. 29' -0" v.IF.
8" CONCRETE BLOCK W/
9 GA LADDER TYPE REINF.
0 ALTERNATE COURSES
5/8" STUCCO FINISH
1 -**5 SARI 0 48'L0.
LATOF OP RAISED PLR
ELEV. 7-O"
/ `T0' OF TERRACE
ELEV. 'o' -o
IBTINSlWAL TO B
MOVED
EW 2. STU
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RE VED
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1.4UtgCi WIN'�OW
EXIST. EGRESS
IS"
EXIST. EGRESS
1/2" GYPSUM BOARD ON 1x3 FURRING
STRIP 016" O.C. (R -5 INSULATION)
EXISTING PARAPET WALL TO REMAIN
BREAK WALL FILLED CELL LOCATION
2x4 P.T. SLEEPERS NAILED W/ POWER
ACTUATED FASTENERS 9 16" O.C. TO
EXISTING STRUCTURE
2x4 P.T.
FRAMING 0 16"
O.C. TO RAISE
AND LEVEL
FLOOR
1 C ABLE END DETAIL
S -1 SCALE, 3/4". I' -D'
HUGHES UH24 JOIST HANGER
2X4 DIAGONAL BRACING
5/8 CDX EXTERIOR GRADE
PLYWOOD SHEATHING NAILED
W/ Sd NAILS to 6" O.C.
EXISTING STRUCTURE TO REMAIN
HUGHES UH24 STRAP W EA. JOIST
4 SECOND FLOOR PLAN / 1 \
�� SCALE: 1/4" = I - 0 "
R -19 INSULATION
EPDXY DOWEL "5 BAR INTO EXISTING TIE
BEAM -MN. 6" IN FILLED CELL- BREAK
SECTION a PARAPET TO ATTACH TO
BEAM
ENGINEERED ROOF
TRUSSES 9 24" O.C.
2x4 LATERAL BRACING
AS SHOWN ON PLAN
1/2" GYPSUM BOARD ON 1x3 P.T. FURRING
STRIPS 016" O.C. (R -19 INSULATION)
FINISH FLOOR ON
3/4" PLYWOOD
SHEATHING NAILED
W/ 10D NAILS V 6 "
O.C. ALL EDGES 4
SUPPORT
EXIST. EGRESS
EL
4.29'-0 "(V.!F.)
r.o.B.
TB -I BEAM
HUGHES DTC STRAP
a EA TRUSS
1 -5 BAR IN FILLED
CELL CR AS INDICATED
ON PLAN (TYPICAL)
TB -1 BEAM
4 -30 -0t EAL.
c ATOF OF RAISED FLOOR
ELEV. I -0"
(`TOP OF TERRACE
1-j ELEV. i &' - ''
40.
-52.0
I'Ix4'3H. IXED WINDOW
2
S -1
}a
/� n 4,;
AccerLance #�
Ra•
4223" o�
FILLED CELLS* ALL CORNERS
AND 4' -0" MAX SPACING
ttan e� ; EPDXY DOWEL INTO EXISTING
TIE BEAM. (TYPO
4$•Ot23.C1
5/8" EXTERIOR GRADE CDX
PLYWOOD SHEATHING W /10D
NAILS g 6" O.C. g INTERMEDIATE
SUPPORTS 4 4" O.C. a PANEL EDGES
TY UJA
SCALE, 3/4 "■
12
8" CBS WALL W/ 9 GA
LADDER TYPE REINF. a
ALTERNATE COURSES
PRE - ENGINEERED ROOF TRUSS a 24" O.C.
AS PER MANUFACTURER SPECS.
PROVIDE S1-40P DRAWINGS 4
CALCULATIONS PRIOR TO FABRICATION
FOR ARCHITECT APPROVAL.
EXISTING PARAPET WALL TO REMAIN
BREAK WALL 9 FILLED CELL LOCATION
■
2x4 P.T. SLEEPERS NAILED W/ POWER
ACTUATED FASTENERS 16" O.C. TO EXISTING
STRUCTURE
2x4 P.T.
FRAMING s 16"
O.C. TO RAISE
AND LEVEL
FLOOR
EXISTING STRUCTURE TO REMAIN
HUGHES UH24 STRAP e EA. JOIST
EPDXY DOWEL "5 BAR INTO EXISTING TIE
BEAM -MIN. 6" IN FILLED CELL- BREAK
SECTION g PARAPET TO ATTACH TO
BEAM
S CT ION
to
•
FINISH FLOCK ON
/4" PLYWOOD
SHEATHING NAILED
W/ 10D NAILS a 6"
C. ALL EDGES 4
UPPORT
•
081.1 E
5 -0"
11
dI
d
-0" _
RAISE FLOOR 'PLAN
®® SCALE: 1/4" = 1' -0"
TOP OARS
BOTTTOM BARS
2" ;CLR.
MIN.
2. CONCRETE
611
i
2 "
a:
x4 P.T. FLOOR FRAMING • 16"
) .C.
/TIES
SPACING 5EE
BM. SCHEDULE
LI
EXISTING ROOF TO REMAIN
t2"
0.5L1 OR L2 WIICI -4EVER
15 GREATER + b
m.25L2
"0" BARS (5C-4E D. W/L 1)
L2
CONC E TE BEAM I ACIRAM
STRUCTURAL NOTES:
1. GENERAL
A. THE: CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS ON THE STRUCTURAL DRAWINGS AND VERIFY SAME ON THE
ARCHITECTURAL SET. ARCHITECTURAL DETAILS SUCH AS SLABDEPRESSIONS, WATERPROOFING, CURBS,
MEICHANICAL OPENINGS, FASCIA FRAMING AND BRACING SHALL BE INSTALLED AS SHOWN ON THE
ARCHITECTURAL SET.
B. THE CONTRACTOR SHALL BE REASONABLE FOR SHORING AND BRACING TO ENSURE SAFE WORKING CONDITIONS AT
ALL TIMES. ALL CONTRUCTION SHALL CONFORM TO THE SOUTH FLORIDA BUILDING CODES.
A. ALL CAST IN PLACE CONCRETE IN THIS JOB SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH (fc)
AT 28 DAYS OF 3000 P.S.I.
B. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 -12 SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS.
3. RE1NFO CING STEEL
A. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 315 -83
B. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A 615 GRADE 60, UNLESS OTHERWISE NOTED
C. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185.
D. REIINFORCING TO BE SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE.
E. ALL BOTTOM BARS SHALL BEAR 6" MINIMUM OVER SUPPORTS.
4. MINIMUM CONCRETE OVER REINFORCING: MINIMUM CLEAR COVER IN.:
A. BSIEAMS AND COLUMNS 1 1/2 "
(PRlli'!4RY REINFORCEMENT, TIES, STIRRUPS 4 SPIRALS)
5. MASONRY:
A. ALL MORTAR SHALL COMPLY WITH TI-4E PROPERTY AND PROPORTION SPECIFICATIONS OF ASTM C210. EXCEPT
THIAT SLAG CEMENTS SHALL NOT BE USED. MORTAR FOR EXTERIOR WALLS SI -IALL BE TYPE M. FOR INTERIOR LOAD
BEARING WALLS THE MORTAR SHALL BE TYPE M CR 5. FOR INTERIOR WALLS ABOVE GRADE AND NOT SUPPORTING
LOADS , THE MORTAR SHALL BE TYPE M, 5, OR N.
B. HOILLOW CONCRETE MASONRY UNITS SHALL BE OF A QUALITY OF AT LEAST EQUAL TO THAT REQUIRED BY ASTM
C50 " STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS.
C. WHIENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY, TWO CELLS AT THE SETTING LOCATION SHALL
BE FILLED WITH CONCRETE.
D) CONTINUOUS WIRE REINFORCING AND TIES FOR MASONRY (DURO -WALL)
2. PROVIDE UNITS FABRICATION AS FOLLOWS:
ROOF PLAN
SCALE: 1/4 = l'-0"
"C" BARS (SCNED W /L2)
36 BD I I
/ /
1. PROVIDE WELDED WIRE UNITS PREFABRICATED iN STRAIGHT LENGTHS OF
NOT LESS THAN 10' -0" WITH MATCHING CORNER AND TEE UNITS. FABRICATE
FROM COLD -DRAWN STEEL WIRE COMPLYING TO ASTM 482, WITH DEFORMED
CONTINUOUS SIDE RODS AND PLAIN CROSS RODS, CRIMPED FOR CAVITY WALL
CONSTRUCTION (IF ANY), AND A UNIT WIDTH OF I -I/2" TO 2" LESS THAN
THE THICKNESS OF WALL OR PARTITION.
A) LADDER TYPE FABRICATED WITH SINGLE PAIR OF 9 GAUGE. SIDE RODS AND 9
GAUGE CONTINUOUS DIAGONAL CROSS RODS SPACED NOT MORE THAN
3) PROVIDE (DURO -WALL) WIRE REINF'G FOR ALL BLOCK AT EVERY. 2ND COURSE
UNLESS OTHER WISE NOTED ON PLAN OR DETAILS. (EXTEND 4" INTO COLUMNS.)
ALSO PROVIDE DURO -WALL WIRE REINF'G AT FIRST JOINT ABOVE AND BELOW OPENINGS.
PROVIDE DURO -WALL BLOCK REINF'G AT EVERY COURSE FOR ALL BLOCK
PARAPETS. TYP.
4) BIUCK ANCHORS SHALL BE PROVIDED AT EVERY SECOND BLOCK COURSE FOR MASONRY
WALLS AND PARTITIONS ABUTTING PRECAST CONCRETE. ALSO PROVIDE BUCK ANCHORS
AT LOCATIONS WHERE DOVETAIL ANCHORS CONNOT BE USED.
L3
AREA OF NEW ADDITION
ON EXIST TERRACE
TB-1
PRE-ENGINEERED ROOF
TRUSSES • 24" O.C. AS PER
MANUF SPECS.
BEAM SCHEDULE
Sx16 TIE BEAM
W/4 -"5 BARB CONT.
MO
8x12 RAKE BEAM
W/4 -"5 BARS CONT.
AND "3TIE5 a10 " O.C.
WOOD NOTES:
4 -30 -01 !AL.
WALL LF END
Co
14' -0" PARKWAY
i!i!i!i!i!i!i
D
CONCRETE MASONRY UNITS (CMU)
B) MASONRY CEMENT: ASTM C 91
IVEUJAY
J
POOL
�
POOL DECK
TILED PATIO
TWO STORY
RESIDENCE
NO. 295
z
0
75' - (ID"
94T1 -4. STREET
SITE PLAN
SCALE: 1/16" = 1' - 0"
EXISTING WALL TO REMAIN
LAittRg; P.E.
r
%
Q
3
3
0
0
AREA OF NEW
QI ADDITION ON
2ND. FLOOR
8" C.B.S WALL W/9 GA LADDER
TYPE REINF. g ALT. COURSES
1/2 GYP BD ON 1x3 FIR
STRIPS 16" O.C. (INT)
5/8" STUCCO FINIS- EXTERIOR
TO MATCH EXISTING
2x4 STUD WALL W - 1/2" W.R. GYP.
BD. ONE SIDE
C EXISTING PARTITION TO BE REMOVED
14' - 0" PARKWAY
A) SIZE: MANUF. STANDARD UNITS WITH NOMINAL FACE DIMENSIONS OF 16" LONG
x 8" HIGH (15 -5/8" x 1 -5/8" ACTUAL), UNLESS OTHERWISE SHOWN.
B) SPECIAL SHAPES: PROVIDE WHERE REQUIRED FOR CORNERS, JAMBS, SASH,
CONTROL JOINTS, HEADERS, BONDING AND OTHER SPECIAL CONDITIONS.
0) HOLLOW LOAD - BEARING (HL) CMU: PROVIDE UNITS COMPLYING WITH ASTM
C 90 GRADE "N"
D) fm' =1500 P.S.I
MORTAR MATERIALS:
A) PORTLAND CEMENT: ASTM C 150 , TYPE I.
C) SAND: ASTM C 144, EXCEPT FOR JOINTS LESS THAN 1/4 ", USE AGGREGATE
GRADED WITH 100% PASSING THE No. 16 SIEVE
Co
N
D) ALL REINFORCED MASONRY SHALL BE INSPECTED PRIOR TO POURING CELLS.
1. WOOD IN CONTACT WITH CONCRETE: ALL WOOD COMING IN CONTACT WITH CONCRETE
SHALL BE TREATED WITH AN APPROVED METHOD.
2. ANCHORAGE: EACH JOIST, BEAM MEMEBR SHALL BE ANCHORED TO THE SUPPORT
TO RESIST UPLIFT WITH AN APPROVED ANCHORING DEVICE.
3. ALLOWABLE STRESSES: UNLESS NOTED OTHERWISE ON THE PLANS, ALL STRUCTURAL WOOD
MEMBERS FABRICATED IN THE FIELD SHALL HAVE THE FOLLOWING MINIMUM DESIGN VALUES:
EXTREME 1=1BER STRESS TO BEND ING- - - -Fb = 1200 P.S.I.
TENSION PARALLEL TO GRAIN Ft = 600 PSI
HORIZONT,4L SHEAR Fv = 90 PSI
COMPRESSION PERPENDICULAR TO GRAIN - - -Fp 565 PSI
MEMBERS FABRICATED IN THE FIELD SHALL HAVE THE FOLLOWING MINIMUM DESIGN VALUES:
COMPRESSION PARALLEL TO GRAIN Fc = 1,000 PSI
MODULUS OF ELASTICITY E 1,4000,000 PSI
THE MINIMUM DESIGN VALUES CORRESPOND TO SOUTHERN PINE NO 2 GRADE OR BETTER
IF ANOTHER SPECIES OF WOOD IS USED, APPLY SIMILAR VALUES
4. METAL FASTENERS: ALL METAL ELEMENTS SHALL BE GALVANIZED. ALL BOLTS, LAGS, NUTS, WASHERS,
ETC., SHALL BE DOUBLE DIPPED HOT GALVANIZED. BOLTS SHALL BE PROVIDED WITH WASHERS AT BOTH ENDS
5. PLYWOOD: UNLESS NOTED OTHERWISE ON THE PLANS, ALL PLYWOOD USED SHALL BE APA STRUCTURAL I RATED
SHEATHING WITH AN EXPOSURE DURABILITY CLASSIFICATION OF EXTERIOR OR EXPOSURE 1.
P.E. #038398
CC'NSULTINC ENGINEERS (305) 823 - 3938
7850 NNW 1 46TH STREET, SCITE 509 *MIAM; LAKES FL 33016
RE3's/ (S IONS.
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-0 1
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TILE ROOF TO MATCH EXISTING
2X4 P.T. BLOCKING 624" O.C.
2x8 P.T. LEDGER BD. W/ 5/8 "4 AB.
O.C.
/ ` TOP OF RAKE BEAM
1-/ ELEV. 29' -0" V.I.F.
8" CONCRETE BLOCK W/
9 GA LADDER TYPE REINF.
a ALTERNATE COURSES
5/8" STUCCO FINISH
1 -"5 BAR a 48' 0. .
EXIST. TIE BEAM
DOWEL iN 12" MIN
/"'s
1 -01 -01 E.A.L.
/ `TOF) OF ',RAISED FLR
EL EV. IT1 -0"
( T OF TERRACE
EXIST. EGRESS
ISTI WAL TO B
MOVED
*u nN
WA TO
RET • TIE
3'- 0 "x4'-
HUNG WIN
z
EXIST. EGRESS
1/2" GYPSUM BOARD ON 1x3 P.T. FURRING
STRIPS 0)16" O.C. (R -19 INSULATION)
1/2" GYPSUM BOARD ON 1x3 FURRING
STRIP 616" O.C. (R -5 INSULATION)
EXISTING PARAPET WALL TO REMAIN
BREAK WALL a FILLED CELL LOCATION
2x4 P.T. SLEEPERS NAILED W'/ POWER
ACTUATED FASTENERS e 16" O.C. TO
EXrSTiNG STRUCTURE
2x4 P.T.
FRAMING a 16"
O.C. TO RAISE
AND LEVEL.
FLOOR
1 GABLE END DETAIL
S -1 SCALES 3/4'■ P -0'
HUGHES UH24 JOIST HANGER
2X4 DIAGONAL BRACING
5/8 CDX EXTERIOR GRADE
PLYWOOD SHEATHING NAILED
W/ 8d NAILS 6 6" O.C.
A A
EXISTING STRUCTURE TO REMAIN
HUGHES UH24 STRAP a EA. JOIST
EPDXY DOWEL "5 BAR INTO EXISTING TIE
BEAM -MIN. 6" IN FILLED CELL- BREAK
SECTION a PARAPET TO ATTACH TO
BEAM
SECOND FLOOR FLAN A
SCALE: 1/2" 2I
R -19 NSULATION
ENGINEERED ROOF
TRUSSES a 24" O.C.
2x4 LATERAL BRACING'
AS SHOWN ON PLAN
FINISH FLOOR ON
3/4" PLYWOOD
SHEATHING NAILED
W/ 10D NAILS a 6"
O.C. ALL EDGES 4
SUPPORT
EXIST. EGRESS
EL
•29 0 "(v.IF.)
TB -1 BEAM
HUGHES DTC STRAP
a EA TRUSS
1 -*5 BAR IN FILLED
CELL OR AS INDICATED
ON PLAN (TYPICAL)
EXIST. TIE BEAM
DOWEL IN 12" MIN
"5 BAS a 4' O.C.
T W/
01 - E.A.L.
1'lx4'3H. FIXED WINDOW
TOP OF RAISED FLOOR
' 1 ELEV. 1T-0
j OF TERRACE
5/8" EXTERIOR GRADE CDX
PLYWOOD SHEATHING W /10D
NAILS a 6" O.C. a INTERMEDIATE
SUPPORTS 4 4" O.C. a PANEL EDGES
12
8" CBS WALL W/ 9 GA
LADDER TYPE REINF. a
ALTERNATE COURSES
2x4 P.T.
FRAMING a 16"
O.G. TO RAISE
AND LEVEL
FLOOR
TYPICAL WALL SECTION
SCALES 3/4 "■
■
■
-- FILLED CELLS a ALL CORNERS
AND 4' -0" MAX SPACING
EPDXY DOWEL INTO EXISTING
TIE BEAM. (TYP.)
EXISTING PARAPET WALL TO REMAIN
BREAK WALL a FILLED CELL LOCATION
HUGHES U1-I24 STRAP a EA. JOIST
III
PRE - ENGINEERED ROOF TRUSS a 24" O.C.
AS PER MANUFACTURER SPECS.
PROVIDE SHOP DRAWINGS 4
CALCULATIONS PRIOR TO FABRICATION
FOR ARCHITECT APPROVAL,
2x4 P.T. SLEEPERS NAILED W/ POWER
ACTUATED FASTENERS a !6" O.G. TO EXISTING
STRUCTURE
FINISH FLOOR ON
/4" PLYWOOD
SHEATHING NAILED
W/ 10D NAILS a 6"
C. ALL EDGES 4
UPPCRT
EXISTING STRUCTURE TO REMAIN
EPDXY DOWEL "5 BAR INTO EXISTING TIE
BEAM -MIN. 6" IN FILLED CELL- BREAK
SECTION a PARAPET TO ATTACH TO
BEAM
FRAISE FLOOD: PLAN
SCALE: 1/4" = I' -0"
3.
lIz1=111.2'
TOP r3AR:S
BOTTOM BARS
2" CL R:.
:a4 P.T. FLOOR FRAMING a 16"
.cC.
I /TIES
1
SPACING SEE 42"
BM. SCHEDULE
LI
CON -.CRETE SEAM DIAGRAM
S TUC T U RA L. NOTES:
1. GENERAL
4. MINIMUM CONCRETE OVER REINFORCING: MINIMUM CLEAR COVER IN.:
D) CONTINUOUS WIRE REINFORCING AND TIES FOR MASONRY (DURO -WALL)
1. PROVIDE WELDED WIRE UNITS PREFABRICATED IN STRAIGHT LENGTHS OF
NOT LESS THAN !0' -0 ", WITH MATCHING CORNER AND TEE UNITS. FABRICATE
FROM COLD-DRAWN STEEL WIRE COMPLYING TO ASTM 482, WITH DEFORMED
CONTINUOUS SIDE RODS AND PLAIN CROSS RODS, CRIMPED FOR CAVITY WALL
CONSTRUCTION (IF ANY), AND A UNIT WIDTH OF 1 -1/2" TO 2" LESS THAN
THE THICKNESS OF WALL CR PARTITION.
2. PROVIDE UNITS FABRICATION AS FOLLOWS:
A) LADDER TYPE FABRICATED WITH SINGLE PAIR OF 9 GAUGE. SIDE RODS AND 9
GAUGE CONTINUOUS DIAGONAL CROSS RODS SPACED NOT MORE THAN 16 "0.C.
AREA OF NEW ADDITION
ON EXIST TERRACE
EXISTING ROOF TO REMAIN
0.5L1 OR L2 WNIC -EVER
IS GREATER + b / /
m.25L-2
IICII BARS (SCNED. W /LI)
36BD I" 1 36 BD I
L2
TB-1
TB- I
4 ROOF PLAN
SCALE: 1/4 = 1 -0
IICII BARS (SCI-IED W /L2)
L3
A. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS ON TI-4E STRUCTURAL DRAWINGS AND VERIFY SAME ON THE
ARCHITIECTURAL SET. ARCHITECTURAL DETAILS SUCH AS SLABDEPRESSIONS, WATERPROOFING, CURBS,
MECHAJ■IICAL OPENINGS, FASCIA FRAMING AND BRACING SHALL BE INSTALLED AS SHOWN ON THE
ARCHITECTURAL SET.
B. THE CONTRACTOR SHALL BE REASONABLE FOR SHORING AND BRACING TO ENSURE SAFE WORKING CONDITIONS AT
ALL TIMES. ALL CONTRUCTION SHALL CONFORM TO THE SOUTH FLORIDA BUILDING CODES.
2. CONCRETE
A. ALL CAST IN PLACE CONCRETE IN THIS JOB SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH (Pc)
AT 2S 1DAYS OF 3000 P.5.1.
B. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 -12 SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS.
REINFORCING STEEL-
A. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 318 -83
B. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A 615 GRADE 60, UNLESS OTHERWISE NOTED
C. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185.
D. REINFORCING TO BE SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE.
E. ALL BOTTTOM BARS SHALL BEAR 6" MINIMUM OVER SUPPORTS.
A. BEAMS AND COLUMNS 1 1/2 "
(PRIMARY REINFORCEMENT, TIES, STIRRUPS 4 SPRALS)
�. MASONR"I':
A. ALL MORTAR SHALL COMPLY WITH THE PROPERTY AND PROPORTION SPECIFICATIONS OF ASTM 0210. EXCEPT
THAT SILAG CEMENTS SHALL NOT BE USED. MORTAR FOR EXTERIOR WALLS SHALL BE TYPE M. FOR INTERIOR LOAD
BEARING WALLS THE MORTAR SHALL BE TYPE M OR S. FOR INTERIOR WALLS ABOVE GRADE AND NOT SUPPORTING
LOADS , THE MORTAR SHALL BE TYPE M, 5, CR N.
B. HOLLOW CONCRETE MASONRY UNITS SHALL BE OF A QUALITY OF AT LEAST EQUAL TO THAT REQUIRED BY ASTM
090 " STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS.
C. !WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY, TWO CELLS AT THE SETTING LOCATION SHALL
BE FILLED WITH CONCRETE.
3) PROV DE (DURO -WALL) WIRE REINF'G FOR ALL BLOCK AT EVERY. 2ND COURSE
UNLESS OTHER WISE NOTED ON PLAN OR DETAILS. (EXTEND 4" INTO COLUMNS.)
ALSO PROVIDE DURO -WALL WIRE REINF'G AT FIRST JOINT ABOVE AND BELOW OPENINGS.
PROVIDE DURO -WALL BLOCK REINF'G AT EVERY COURSE FOR ALL BLOCK
F'ARAPETS. TYP.
4) BUCK ANCHORS SHALL BE PROVIDED AT EVERY SECOND BLOCK COURSE FOR MASONRY
WALLS AND PARTITIONS ABUTTING PRECAST CONCRETE. ALSO PROVIDE BUCK ANCHORS
A7 LOCATIONS WHERE DOVETAIL ANCHORS CONNOT BE USED.
TB -1
PRE - ENGINEERED ROOF
TRUSSES • 24" O.C. AS PER
MANUF SPECS.
BEAM SCI- IEDULE
Sxl6 TIE 5E41
1.1.1/4 - BARS CONT.
MO 9 TIES *12" O.G.
Sxl2 RAKE BEAM
W /4 -'5 BARS CONT.
AND 4 "3 TIES • 10" 0.C.
WOOD NOTES:
4 -30 -01 EAL.
01
i!i!i!i!i!i!i
D 2IYEWAY
14' -0" PARKWAY
CONCRETE MASONRY UNITS (CMU) :
B) MASONRY CEMENT: ASTM G 91
� 5 7---0
V
z
15' -(0"
SITE FLAN
SCALE: I/16" = 1' -0"
J
POOL
�
POOL DECK
TILED PATIO
TUJO STORY
RESIDENCE
NO. 295
94TH. STREET
WALL L_ E C - E1N1 D
EXISTING WALL TO REMAIN
8" C.B.S WALL W/9 GA LADDER
TYPE REINF. 0 ALT. COURSES
1/2 GYP BD ON 1x3 FIR
STRIPS 9 16" O.C. (INT.)
5/8" STUCCO FINISH EXTERIOR
TO MATCH EXISTING
2x4 STUD WALL W -1/2" W.R. GYP.
BD. ONE SIDE
C EXISTING PARTITION TO BE REMOVED
A) SIZE: MANUF. STANDARD UNITS WITH NOMINAL FACE DIMENSIONS OF 16" LONG
x 8" HIGH (15 -5/8" x 7-5/8" ACTUAL), UNLESS OTHERWISE SHOWN.
B) SPECIAL SHAPES: PROVIDE WHERE REQUIRED FOR CORNERS, JAMBS, SASH,
CONTROL JOINTS, HEADERS, BONDING AND OTHER SPECIAL CONDITIONS.
C) HOLLOW LOAD - BEARING (HL) CMU: PROVIDE UNITS COMPLYING WITH ASTM
G 90 GRADE "N"
D) Pm' =1500 P.5.I
MORTAR MATERIALS:
A) PORTLAND CEMENT: ASTM C 150 , TYPE 1.
C) SAND: ASTM C 144, EXCEPT FOR JOINTS LESS THAN 1/4 ", USE AGGREGATE
GRADED WITH 100% PASSING THE No. 16 SIEVE
D) ALL REINFORCED MASONRY SHALL BE INSPECTED PRIOR TO POURING CELLS.
I. WOOD IN CONTACT WITH CONCRETE: ALL WOOD COMING IN CONTACT WITH CONCRETE
SHALL BE TREATED WITH AN APPROVED METHOD.
2. ANCHORAGE: EACH JOIST, BEAM MEMEBR SHALL BE ANCHORED TO THE SUPPORT
TO RESIST UPLIFT WITH AN APPROVED ANCHORING DEVICE.
3. ALLOWABLE STRESSES: UNLESS NOTED OTHERWISE ON THE PLANS, ALL STRUCTURAL WOOD
MEMBERS FABRICATED IN THE FIELD SHALL HAVE THE FOLLOWING MINIMUM DESIGN VALUES:
EXTREME FIBER STRESS TO BENDING- - - -Fb= 1,200 P.5.1.
TENSION PARALLEL TO GRAIN Ft = 600 P5I
HORIZONTAL SHEAR Fv = 90 PSI
COMPRESSION PERPENDICULAR TO GRAIN - - -Fp 565 PSI
MEMBERS FABRICATED IN THE FIELD SHALL NAVE THE FOLLOWING MINIMUM DESIGN VALUES:
COMPRESSION PARALLEL TO GRAIN Fc = 1,000 PSI
MODULUS OF ELASTICITY E = 1,4000,000 P51
THE MINIMUM DESIGN VALUES CORRESPOND TO SOUTHERN PINE NO 2 GRADE 0R SETTER
IF ANOTHER SPECIES OF WOOD IS USED, APPLY SIMILAR VALUES
4. METAL FASTENERS: ALL METAL ELEMENTS SHALL BE GALVANIZED. ALL BOLTS, LAGS, NUTS, WASHERS,
ETC., SHALL BE DOUBLE DIPPED H0T GALVANIZED. BOLTS SHALL BE PROVIDED WITH WASHERS AT BOTH ENDS
5. PLYWOOD: UNLESS NOTED OTHERWISE ON THE PLANS, ALL PLYWOOD USED SHALL BE APA STRUCTURAL I RATED
SHEATHING WITH AN EXPOSURE DURABILITY CLASSIFICATION OF EXTERIOR CR EXPOSURE 1.
AREA OF NEW
ADDITION ON
2ND. FLOOR
9
14' -0" PARKWAY
P.E. #038398
CONSULTING ENGINEERS (305) 823 - 3938
7850 NW 146TH STREET, SUITE 509 *MIAMI LAKES FL 33016
4 a
0
0
co
CO
CD
8
131—IEETs
n
Li
Al
•
South ELEVATION
SCALE: V4 '= 1'•0'
ENERGY NOTES:
AREA OF NEW ADDITION
1. MINIMUM SEER OF AIR CONDITIONING SYSTEM SHALL BE 10.0
2- MANUFACTURED DOORS AND WINDOWS SHALL HAVE AIR INFILTRATION
NOT TO EXCEED THE FOLLOWING STANDARDS:
WINDOWS - 034 CFM PER FT. OF OPERABLE SASH CRACK
PATIO DOORS - 034 CFM PER SQ. FT. OF DOOR AREA
SWINGING DOORS - 0.5 CFM PER SQ. FT. OF DOOR AREA
3- ALL OPENINGS OR JOINTS IN THE EXTERIOR BUILDING ENVELOPE SHALL
BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE S EALED
IN AN APPROVED MANNER
4. ADJACENT STUD WALLS SHALL BE INSULATED WITH MINIMUM R -11
INSULATION.
5 MATERIALS BEARING A MINIMUM R YA DE IOF PROVED INSULATION
6 SEPARA�D SPACE TEMPERATURE XONE.INSTALLED FOR EACH THE STATE
1- OF FLOR DA ENERGY EFFICIENCY COMPLY �
NCY CODE FOR BUILDING CONSTRUCTION
1992.
8- MANSONRY WALLS SHALL BE INSULATED WITH A MINIMUM R -5
INSULATION.
9- EXTERIOR STUD WALLS SHALL BE INSULATED WITH MINIMUM R -19
INSULATION.
NGVD 29 - ( .FC,GP OF ROOF
MATCH EXIST.
NEW a" BLOCK WALL
TO BE STUCCO
PAINTED TO MATCH
EXISTING EXISTING TERRACE
NGVD 20' -0" TOP OF T.B.
i 8017. OF T.B.
NGVD
NGVD 0' -0 11.1)
MECHANICAL. NOTES
I. THE CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS, AND EQUIFTIENT NECESSARY
FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE
DRAWINGS, THE APPLICABLE BUILDING CODE AND ALL OTHER APPLICABLE STATE, THE FOLLOWING
P B A,
ICATIONS 6MACNA 8
, A S �
HRAE, NFPA 90A 90, et 4 ANSI 5-9.1 MECHANICAL
REFRIGERATION.
2 COS AL THE COMPLETTION TESTING OF P TN ST D ALL OTHER
WORK
3. THE CONTRACTOR SHALL v161T THE SITE AND COORDINATE WORK WITH OTI4ER TRADES.
4. THE CONTRACTOR SHALL SUPPLY THE ARCHITECT iTH °AS BUILT" DRAWINGS.
5. CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE 45 s COPIES OF MANUFACTURER'S
DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT.
6. ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK
SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY SKILLED WORKMAN.
1. ALL FIBERGLASS WITH MANUFACTURER'S LOGO ( PRNTED ON VAPOR BARRIER
ALL FLEX TO BE R - 6.
8. ALL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL
WITH SEALED SEAMS AND JOINTS.
9. DUCT SIZES SHOWN ARE NSIDE DIMENSIONS.
10. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMNUM
CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS
SpECIFIED BLAD ARCHITECT.
D T AMPERS AT AL DI AND REGISTERS.
AIR GUIDE. PROVIDE
Il. ALL BRANCH TAKE -OFFS TO BE PROVIDED W/ MANUAL VOLUME DAMPERS. ALL ELBOWS
AND TEE'S MUST BE FURNISHED u./TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS
iTH 12. W PROVIDE R NEW FI FOR ALL R CONDITIONING EQUIPMENT BEFORE STARTING FITTINGS.
THEM. REPLACE THEM PRIOR TO FINAL ACCEPTANCE BY OWNER 2" UL CLASS, MEDIUM
PLEATED FILTERS. MEET ASHRAE 52.1
13. A R IAI MIN. FRONT OF CLEARANCE D 4'
ANY 480 vOL PANEL. PROVIDE ADEQUATE SIDE
CL
CLEARANCE PER NEC.
14. N E CONJUNCTION PLANS TI -4 ARCH. PLUMBNG, E STRU READ
BALL PLANS AND
SHALL BE CONSIDERED AS ONE SET GF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS
AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE
FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OILER
I. T H E RcO NTR A OR INSTALLATION OF MATERIALS QIT ON I PRIOR TO BIDDING, ORDERING,
16. NO COMBUSTIBLE MATERIALS ARE ALLOWED IN RETURN AIR PLENUMS OR ABOVE
CEILINGS USED AS RETURN AIR PLENUM. IF SPACE WITH RETURN AIR PLENUM
HAS ANY DECK TO DECK PARTITIONS, AIR TRANSFER DUCTS MUST BE INSTALLED.
11. THIS IS AN ADDITION TO AN EXISTING SPACE. CONTRACTOR TO VISIT SITE PRIOR TO SID.
FItiZoH FLOOR
9
r
D i
EXISTING 2 -I/2 TON -
A/C UNIT
COLEMAN
MODEL •F2RP030N06$
n
/ `, EAST ELEVATION
SCAM V4". P -O"
EXISTING A/C
DUCTS TO
EXISTING A/C
UNIT- 3 TONS
NOTE:
1. EXTEND NEW DUCT INTO EXISTING 12x12 DUCTWORK
TO EXISTING 3 TON A/C UNITS
2. EXISTING DIFFUSERS TO REMAIN IN BEDROOM AND BATHROOMS
NEW FLAT TILE ROOF TO
MATCH EXISTING
M E G I- I C ,4 L
6 "D
n
NEW 6' DIA
FLEX DUCT TO TIE
INTO EXI5TNOA
UNIT
11111=I" MM._
NGVD
NEW 8" BLOCK WALL
TO BE STUc C.CO 4
PAINTE=D TO MATCH
EXISTING
NGVD 20' -0"
NGVD 1ro' -�o" can • BOTT. OF T.B.
6X6
SO
cal
FLEX SIZE SC.IEUQJ z
50-125 C81
130 -200 CFM
205 -325 CFM
330 -450 :FM
8
10 "1
121;7
FINISH FLOOR
W WII
TOP OF ROOF
MATCH EXIST.
TOP OF T.B.
ELECTIC,AL
NOTE:
1. USE EXISTING SPARE '36 IN PANEL A
2. EXISTING 225 A PANEL TO REMAIN
ELECTRICAL- LEGEND
LIGHTING SWITCH, 48" A.F.F. U.ON.
EXISTING RECEPTACLE TO BE REMOVED
EXISTING RECEPTACLE TO BE RELOCATED
120V, DUPLEX RECEPTACLE, 18" APP. U.ON.
® SMOKE DETECTOR -HARD WIRED INTERCONNECTED
TO BATHROOM OR KITCHEN CIRCUIT
3/4"
TELE PHONE ' OUTLET, NUMBER
INDICATED CONDUIT SIZE (EMT W/
COUPLING ABOVE CEILING)
18" APP. U.ON.
SECOND FLOOR FLAN
SCALE: I/4" I' -0"
2" OVERHEAD PIPE
TO UTwTY
3 -•3!0 TO FPL
METER
0
PANEL 'A
225 AMP
SERVICE
W/D sc.
•4 GROUND WIRE TO---„ GROUND ROD.
3 -•3 /0 T 2N C.
1 -•4 ALP TO COLD WATER PPE,
FOUNDAT STEEL AND GRO. NP NG RODS
"4 GROUND W;RE
TO NEW FOOTER
STEEL
ELECTRICAL RIS R DIAGRAM
EXISTING
"4 TO COLD
WATER PIPE
AT ENT.
POINT TO
DWELLING
Etl wor�f A.
LANDER P.E.
P.E. #038398
CONSULTING ENGINEERS (305) 823 - 3938
7850 NW 146TH STREET, SUITE 509 *MIAMI LAKES FL 33016
RE VIB IONS
ES - T"
1-
4
SHEET,
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SUPPLY AIR CEILING DI1
8x8
SUPPLY AIR CEILING DIFFJUSER
RET:RN AIR CEILING GRILLLE
EXHAUST FAN
THEO'1OSTAT
Na DUCT WORK
NEWFLEX DUCT
1 0
®b
N r
EF
0
5----5
•
South ELEVATION
SCALE: V4 '= 1'•0'
ENERGY NOTES:
AREA OF NEW ADDITION
1. MINIMUM SEER OF AIR CONDITIONING SYSTEM SHALL BE 10.0
2- MANUFACTURED DOORS AND WINDOWS SHALL HAVE AIR INFILTRATION
NOT TO EXCEED THE FOLLOWING STANDARDS:
WINDOWS - 034 CFM PER FT. OF OPERABLE SASH CRACK
PATIO DOORS - 034 CFM PER SQ. FT. OF DOOR AREA
SWINGING DOORS - 0.5 CFM PER SQ. FT. OF DOOR AREA
3- ALL OPENINGS OR JOINTS IN THE EXTERIOR BUILDING ENVELOPE SHALL
BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE S EALED
IN AN APPROVED MANNER
4. ADJACENT STUD WALLS SHALL BE INSULATED WITH MINIMUM R -11
INSULATION.
5 MATERIALS BEARING A MINIMUM R YA DE IOF PROVED INSULATION
6 SEPARA�D SPACE TEMPERATURE XONE.INSTALLED FOR EACH THE STATE
1- OF FLOR DA ENERGY EFFICIENCY COMPLY �
NCY CODE FOR BUILDING CONSTRUCTION
1992.
8- MANSONRY WALLS SHALL BE INSULATED WITH A MINIMUM R -5
INSULATION.
9- EXTERIOR STUD WALLS SHALL BE INSULATED WITH MINIMUM R -19
INSULATION.
NGVD 29 - ( .FC,GP OF ROOF
MATCH EXIST.
NEW a" BLOCK WALL
TO BE STUCCO
PAINTED TO MATCH
EXISTING EXISTING TERRACE
NGVD 20' -0" TOP OF T.B.
i 8017. OF T.B.
NGVD
NGVD 0' -0 11.1)
MECHANICAL. NOTES
I. THE CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS, AND EQUIFTIENT NECESSARY
FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE
DRAWINGS, THE APPLICABLE BUILDING CODE AND ALL OTHER APPLICABLE STATE, THE FOLLOWING
P B A,
ICATIONS 6MACNA 8
, A S �
HRAE, NFPA 90A 90, et 4 ANSI 5-9.1 MECHANICAL
REFRIGERATION.
2 COS AL THE COMPLETTION TESTING OF P TN ST D ALL OTHER
WORK
3. THE CONTRACTOR SHALL v161T THE SITE AND COORDINATE WORK WITH OTI4ER TRADES.
4. THE CONTRACTOR SHALL SUPPLY THE ARCHITECT iTH °AS BUILT" DRAWINGS.
5. CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE 45 s COPIES OF MANUFACTURER'S
DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT.
6. ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK
SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY SKILLED WORKMAN.
1. ALL FIBERGLASS WITH MANUFACTURER'S LOGO ( PRNTED ON VAPOR BARRIER
ALL FLEX TO BE R - 6.
8. ALL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL
WITH SEALED SEAMS AND JOINTS.
9. DUCT SIZES SHOWN ARE NSIDE DIMENSIONS.
10. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMNUM
CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS
SpECIFIED BLAD ARCHITECT.
D T AMPERS AT AL DI AND REGISTERS.
AIR GUIDE. PROVIDE
Il. ALL BRANCH TAKE -OFFS TO BE PROVIDED W/ MANUAL VOLUME DAMPERS. ALL ELBOWS
AND TEE'S MUST BE FURNISHED u./TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS
iTH 12. W PROVIDE R NEW FI FOR ALL R CONDITIONING EQUIPMENT BEFORE STARTING FITTINGS.
THEM. REPLACE THEM PRIOR TO FINAL ACCEPTANCE BY OWNER 2" UL CLASS, MEDIUM
PLEATED FILTERS. MEET ASHRAE 52.1
13. A R IAI MIN. FRONT OF CLEARANCE D 4'
ANY 480 vOL PANEL. PROVIDE ADEQUATE SIDE
CL
CLEARANCE PER NEC.
14. N E CONJUNCTION PLANS TI -4 ARCH. PLUMBNG, E STRU READ
BALL PLANS AND
SHALL BE CONSIDERED AS ONE SET GF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS
AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE
FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OILER
I. T H E RcO NTR A OR INSTALLATION OF MATERIALS QIT ON I PRIOR TO BIDDING, ORDERING,
16. NO COMBUSTIBLE MATERIALS ARE ALLOWED IN RETURN AIR PLENUMS OR ABOVE
CEILINGS USED AS RETURN AIR PLENUM. IF SPACE WITH RETURN AIR PLENUM
HAS ANY DECK TO DECK PARTITIONS, AIR TRANSFER DUCTS MUST BE INSTALLED.
11. THIS IS AN ADDITION TO AN EXISTING SPACE. CONTRACTOR TO VISIT SITE PRIOR TO SID.
FItiZoH FLOOR
9
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EXISTING 2 -I/2 TON -
A/C UNIT
COLEMAN
MODEL •F2RP030N06$
n
/ `, EAST ELEVATION
SCAM V4". P -O"
EXISTING A/C
DUCTS TO
EXISTING A/C
UNIT- 3 TONS
NOTE:
1. EXTEND NEW DUCT INTO EXISTING 12x12 DUCTWORK
TO EXISTING 3 TON A/C UNITS
2. EXISTING DIFFUSERS TO REMAIN IN BEDROOM AND BATHROOMS
NEW FLAT TILE ROOF TO
MATCH EXISTING
M E G I- I C ,4 L
6 "D
n
NEW 6' DIA
FLEX DUCT TO TIE
INTO EXI5TNOA
UNIT
11111=I" MM._
NGVD
NEW 8" BLOCK WALL
TO BE STUc C.CO 4
PAINTE=D TO MATCH
EXISTING
NGVD 20' -0"
NGVD 1ro' -�o" can • BOTT. OF T.B.
6X6
SO
cal
FLEX SIZE SC.IEUQJ z
50-125 C81
130 -200 CFM
205 -325 CFM
330 -450 :FM
8
10 "1
121;7
FINISH FLOOR
W WII
TOP OF ROOF
MATCH EXIST.
TOP OF T.B.
ELECTIC,AL
NOTE:
1. USE EXISTING SPARE '36 IN PANEL A
2. EXISTING 225 A PANEL TO REMAIN
ELECTRICAL- LEGEND
LIGHTING SWITCH, 48" A.F.F. U.ON.
EXISTING RECEPTACLE TO BE REMOVED
EXISTING RECEPTACLE TO BE RELOCATED
120V, DUPLEX RECEPTACLE, 18" APP. U.ON.
® SMOKE DETECTOR -HARD WIRED INTERCONNECTED
TO BATHROOM OR KITCHEN CIRCUIT
3/4"
TELE PHONE ' OUTLET, NUMBER
INDICATED CONDUIT SIZE (EMT W/
COUPLING ABOVE CEILING)
18" APP. U.ON.
SECOND FLOOR FLAN
SCALE: I/4" I' -0"
2" OVERHEAD PIPE
TO UTwTY
3 -•3!0 TO FPL
METER
0
PANEL 'A
225 AMP
SERVICE
W/D sc.
•4 GROUND WIRE TO---„ GROUND ROD.
3 -•3 /0 T 2N C.
1 -•4 ALP TO COLD WATER PPE,
FOUNDAT STEEL AND GRO. NP NG RODS
"4 GROUND W;RE
TO NEW FOOTER
STEEL
ELECTRICAL RIS R DIAGRAM
EXISTING
"4 TO COLD
WATER PIPE
AT ENT.
POINT TO
DWELLING
Etl wor�f A.
LANDER P.E.
P.E. #038398
CONSULTING ENGINEERS (305) 823 - 3938
7850 NW 146TH STREET, SUITE 509 *MIAMI LAKES FL 33016
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NEW 8" BLOCK WALL-
TO BE STUCCO 4
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EXISTING
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AREA OF NEW ADDITION
SOUTH ELEVATION A EAST ELEVATION
SCALE, V4 "■ I' - SCALE, V4 "■ 1' -D"
ENERCsYNOTES:
ELECTFICAL
JJJJ��0�°
C'
1
a
I
1. MINIMUM S.E.E.R. OF AIR CONDITIONING SYSTEM SHALL BE 10.0
2- MANUFACTURED DOORS
S A N WIN O
D WS SHALL HAVE AIR INFILTRATI TO EXCEED THE FOLLOWING STANAD: - 034 CFM PER FT. OF OPEABLE SAH CRACK
PATIO DOORS - 034 CFM PER SQ FT. OF DOOR AEA
SWINGING DOORS - 0.5 CFM PER SQ. FT. GF DOOR AEA
HE EXTOR BUILDNG ENVELOPE SHALL SE CAULKED, GASKEtE, WEATHETRPPED OR OT
3- ALL OPENINGS OR JONTS IN T IN AN APPOVED MANNER
OTHERWISE SEALED
4. ADJACENT STUD WALLS SHALL BE INSULATED WITH MINIMUM R -11
INSULATION.
, 5- HVAC DUCT WORK SHALL SE INSTALLED WITH APPROVED INSULATION
MATEALS SEARING A MNMUM R -VALUE OF 6Id 6- ONE THRMOSTATIC CONTOL SHALL BE INTALLED FOR EAGN
EPARATD SPACE TEMPERATUE ZONE.
1 - 1-{VAC EQUIPMENT SHALL COMPLY WITH SECTION 904.8 OF THE STATE
T OFFLORIDA "ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
a - MANSONRY WALLS SHALL BE INSULATED WITH A MINIMUM R -5
INSULATION.
9- EXTERIOR STUD WALLS SHALL BE INSULATED WITH MINIMUM R -19
INSULATION_
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SCALE: 1/4" ! I •0
NOTE:
I. USE EXISTING SPARE +'36 IN PANEL A
2. EXISTING 225 A PANEL TO REMAIN
2' OVER.1 -eAD PP
TO UTILITY
1
EXISTING 2 -1/2 TON -
AiC UNIT
COLEMAN,
MODEL • FaRPO3CNO6$
•
ME CHANICAL NOTES
NOTE:
1. EXTEND NEW DUCT INTO EXISTING 12x12 DUCTWORK
TO EXISTING 3 TON A/C UNITS
I. THE CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS, AND EQUIPMENT NECESSARY
FOR THE INSTALLATION OF A COMPLETE SYSTEM N ACCORDANCE WITH THESE
DRAWINGS, THE APPLICABLE BUILDING CODE AND ALL OTHER APPLICABLE STATE,
COUNTY AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING
PUBLICATIONe SMAGNA, ASHRAE, NFPA 90A 900, 91 4 ANSI 5 - 9.1 MECHANICAL
REFRIGERATION.
2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER
C08T8 INCIDENTAL TO THE COMPLETION AND TESTING OF 7116 WORK
3. THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES.
4. THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH "AS- BUILT' DRAWINGS.
5. CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE 3 45 1 • COPIES of MANUFACTURER'S
DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED N CONTRACT.
6. ALL MATERIAL SHALL BE NEW OF U.B. MANUFACTURER of GOOD QUALITY. ALL WORK
SHALL BE PERFORMED N A WORKMANLIKE MANNER BY SKILLED WORKMAN.
1. ALL AIR CONDITIONING DUCT WORK SHALL BE OF 1 -I/2" lR -6) STANDARD DUTY FOIL
REINFORCED FIBERGLASS WITH MANUFACTURER'S LOGO PRINTED ON VAPOR BARRIER
ALL FLEX TO BE R -
S. ALL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL
WITH SEALED SEAMS AND JOINTS.
9. DUCT SIZES SHOtLN ARE INSIDE DIMENSIONS.
l0. ALL AIR DEVICES (DIFRISERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM
CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS
6PEGIFtED BY ARCHITECT. DEVICES SHALL BE 71TU8, METALAIRE, AIRGUIDE. PROVIDE
OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS.
11. ALL BRANCH TAKE -OFFS TO BE PROVIDED UU/ MANUAL VOLUME DAMPERS. ALL ELBOWS
AND TEE'S MUST BE FURNISHED W/TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS
WITH EXTRACTOR AT ALL FLEX TAKE -OFFS. PROVIDE BELLMOUTH OR SHOETAP FITTINGS.
12. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE STARTING
THEM. REPLACE THEM PRIOR TO FINAL ACCEPTANCE BY OWES 2" UL CLASS, MEDIUM
PLEATED FILTERS. MEET ASHRAE 52.1
a PROVIDE A MN. OF 3' CLEARANCE N FRONT OF ALL 120 - 240 VOLT PANELS AND 4'
CLEARANCE IN FRONT OF ANY 480 VOLT PANEL. PROVIDE ADEQUATE SIDE
CLEARANCE PER NEC.
14. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC N NATURE, AND ARE TO BE READ
IN CONJUNCTfON WITH ARCH. PLUMBING, ELECTRICAL AND STRUCTURAL PLANS AND
SHALL BE CONSIDERED A8 ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS
AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE
FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER
ALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING,
15. THE CONTRACTOR SHALL
FABRICATION OR INSTALLATION OF MATERIALS OR EQUIPMENT.
16. NO CSUStIBLE MATERIALS ARE ALLOWED IN RETURN AIR PLENUMS OR ABOVE
CEILINGS USED AS RETURN AIR PLENUM. IF SPACE WITH RETURN AIR PLENUM
HAS ANY DECK TO DECK PARTITIONS, AIR TRANSFER DUCTS MUST BE INSTALLED.
11. THIS IS AN ADDITION TO AN EXISTING SPACE. CONTRACTOR TO VISIT SITE PRIOR TO BID.
2. EXISTING DIFFUSERS TO REMAIN IN BEDROOM AND BATHROOMS
_
3 -•3!0 To FPL
3 -•3!0 TO 2 N C.
•
-----
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"
® b
a 6UPF'lY AIR CEILI P 6ER
8x8
SUPPLY AIR CEILING DIP198ER
E r RETURN AIR CEILING GRILE
0 EXHAUST FAN
Q THERMOSTAT
v
METER
0
PANEL 'A
225 AMP
SERV CE
WiDISC.
225
2 225
EXISTING
ELECTRICAL LEGEND END
/ LIGHTING SWITCH, 48 AFF. U.ON.
4) EXISTING RECEPTACLE TO BE REMOVED
EXISTING RECEPTACLE TO BE RELOCATED
120V DUPLEX RECE PTACLE, 18" AFF. U
SMOKE DETECTOR -HARD WIRED INTERCONNECTED
® TO BATHROOM OR KITCHEN CIRCUIT
TELEPFIONE'i2DATA OUTLET, NUMBER
► 3 / 4 INDICATED CONDUIT SIZE (EMT W/
COUPLING ABOVE CEILING)
IS AFF. U.ON.
NEW DUCT WORK
NEW FLEX DUCT
4 GROUND WIRE
GROUND ROD.
-.
CT
•4 Aw? ' O COLD MATER P PE
7 - ----- FOUNDAT ON STEEL AND GROUNDING Roos
•4 To COLD
tt
PL�X SIZE SCN�DU.
"4 GROUND LURE
:LATER P''Pe
AT EN
PO NT TO
50 - 125 CFM 6 7
130 -200 CFM S" 7
205 - 325 CFM 101
330 - 450 CFM 12 "7
To
STEEL
s
NEW FOOTER
'-
1 CA
'-
I w (`i/�
DULL
1.
NG
1 AG AM
®,
Edward A.
P.E. #038398
1 1111
LANDERS, P.E.
iaao- CONSULTING ENGINEERS (305) 823 - 3938
7850 NW 146TH STREET, SUITE 509 *MIAMI LAKES FL 33016
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LOCATION MAP (N.r.s.)
IkY AL I i IPrIct : Lo* 24 and the Fas
■.1!' MIAMI y MI; Ayr: i 11 Y" . .K' x: rd nk;
tr !'i.it . .1t Pace ': , f the PA':
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MAPPER, STA'F OF Ft_O'rtICA
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AOOOf0tlM TO TT-E NATIONAL FLOOD t'18URANCII PROGRAM TTi@ SUBJECT PAOPEPIIY FALLS N R.000 ZONE
O 44.IUMTY No.= P»&3. Nos SUf % GATE OF FHA FIRM ZONE 8A8ED Ft.000 H.V.r
/w z e., 3 .>- 7
FLORIDA ENERGY EFFICIENCY COO FOR R BUILDING CONSTRUCTION SOUTH 7 3
Residential Limited Applications Prescriptive Method C
FORM 600C-97 Department of Community Affairs
'.Hall Addi:i0n5. Renovations i 3ullding Sy; ;ems p - ., r �, :;:'.:s ;' �iJJ >Cva'z'J'' . : "z ;s
? n 1 :.le'TiA ]t 'er aP'P' •i of •. ^. > � 0r�d1 cnergc C ^.,Y9 mar bC Qr TCI's :'dYd by . ^ rD, Je4 :' C>••1. 5 . '� i J1^ x! ?' .S.-,;:A.; -
e • nr; mulp!amily il(tenC2S. Ar.etnahW. rrelncds are C
',, dpulx. �. e�DO (^'s.inJra „ g� z • .
PROJECT NA { 0UlL0Eft: - -_-- --
ME: �s� �= -- -- — - — — E
JCLiT
ONE. 7 ;i a I_
AND ADDRESS: t OFFICE - -- _ — —
— r -n— — T1 JURISDICTION No.. i - --
pE R6lli N0. •
OWNER:
\IST.r.. ; ::ESIOENCES t5J0 SQuar• :'eel or 'esi Ot ;o; (tine areal P'eSCCOt,v3 'eoJA :en7en :S :n rao�es 5C•: 5C 2 )no ap'
�rLALI :OOt r .10'�S r0 E _
„ anO wafer neai.nq ecuom ?,t ert•c.en :•r :eves -n.JSI be met O Q•�
rJ w :sen e�pm0,: s
.] serve
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a ^.C' on i. ..r n g nSlaa�: rc, e] ^lu , CbOn iN l'1 one ldC�O
rRes Oenral :Iw iA :r` u nde - 70t^'1 r erevai ::S''Q •n0•e 'ra'' 34'b of a >sais a aloe 1
'JAI',/,' .0 "1.R :0 ^G`.1_$.>..ND 3U - .s : ) ^I :,r:
•
n,±t nP a( ?a (C T�n.r•�Gr*..n SJ :d :•'.�•` �v2ls 2 cl o i y: t I T, nar.1; And tcv■Or.e ^! DewDew() :enovJlec Jr 'eJI C ' Print C F:
r : iru 5C 2 auGfv On'y :0 lne _u� �• Pleaso
: a; P AI CO e tlerIS iZ••lS ::1 d ^� . b-. ; ',nen cA'rC'eie ^ew ;y S!anl "; • 5, Ie
;7 dI,P,d iU�np:nG rS day : ?At..: ?S J•'•: , q'.11J'. ;NS lO: rt iilli D�rJ•� SYSTEMS Cam %�
1. Renovation. Addition. New System or Manufactured Home
2. Single family detached or Multifamily attached
3. It Multifamily —No. of units covered by this submission
3. Conditioned floor area (sc.: ” 1
5, Predominant eave overhang (ft )
5. Glass area and type:
3 Clear _ ass
ni cr sc: ar screen
7. Percentage of glass to floor area
3. Floor type and insulation:
a Slab- On•?rad? CZ.. all.:ei
J \N ] ;Sc'" R•v.al,!=o
'•tic_ or;
1, v
_. 0'C 'a .�,nm0 R vlrl.d
9 Wall type and Insulation.
r.. CxlPnn
P ,aiuel
:Jc r'1 n r • '':r R gal' - .ei
.1 013
.�! n•t f at R •,atuet
Mar-%1r,r, Wails :,i MLIt ;JI (YeS Nil:
10. Ceiling type and insulation:
a Under 31hC ; r' ;t1L.vIn' R-'value;
b Si'..,le assembly i : ^s' -1' ton R-valul')
11. Cooling system'
IT CenC,51 una. package ter':l,na! A C. as e><Istlr,. non
12. Heating system': iTypes heat pump. elec. strip. natural gas. L P bas.
gas h o.. room or PTAC. ez'sting, none)
13. Air Distribution System': Y
a. Backflow damper or single package systems' • es �fN
n)
b Ducts nn marriage walls adequately Sealed' (Yes; No)
14. Not water system:
(Types elec nit rll ; :as ilnnr. • z15!ing• nOne
• Pr.r;]tns . lt, Sit( r,s;at!ea comQOn „Is
the, F
o. i �G.. �Oy Ine C a�� On dra .n
compliance .
l se re =Y cer.;.// rnal (:+ � a ar.rr so . � �� I
rlf, :ne F ' e • f s .-
♦ DATE.
I he hereby c 9Y• ertify rnal r Energy r. : ,r
I eby c�rs wl� .s ,n cornplian a wart bra �A Ener
Om+EA AcEr+r. ,._
2 file_n ly
3.
4. - ./_ '” r - -
5 . - - - 4 - - - Z — ' - v - -
..;i11 - :).d Pan' Douoie Pane
6b. __ 2 4 _ ._ , -- S' 1 I
7
83 R= N,A-.
8b tl f'
8c
8: R
9a. t
9 .a-? R-
9b'
9b•2 R=
9c
10a 'v
105 R= -
it
't
11. Type: .►lfti ft4-'_ _ SEER/EER: L _ _ -
12. Type: �2F,G
HSPF /COP /AFIJE: 4 Jr
13a. --
13b
14. Type: FLE.L EF. -
l
Pev.ew 01 plans and sOeCa•catc.ns .:o•rered by iris :a'cvlar.;n In(ii c]n•p'a'
nn 1ne Pooda Energy Coce 9efore c: nsrrua.i(% s comdet :r.ts Iwad'nc) «'" =`
VA. .nsoec!eo !tie comp�a."'r with .n accordance
h Section Si) '• . F S
BWIoING OFFICIAL_ .___ _ —_.. - -- --- - ---
DArtc .---- -•____ _r_� --
Revised 1998
PRO1CCL...,;, ^ F �SCNE
ADUE S i Zqs W q4 Jr F lutRnal S�Jor�� FGAI
ROOM ,t FLOrtLD.¢'
APR -20 -2001 09:50 TAMARA PEACOCK CO
11■•IV11 c. Itr<., KL SYSTEM
PATE IN
The 21'hour ttr•Idantlll cooling computation m•y only be used whop the Olaf,
arcl„tfotto not •xc••d 30% of th• budding p•rt/now.
SOLAR TRANSMISSION 0)114 THROUGH GLASS
NORTH
17 T H CAS
EAST
S0UT11r) is
SOUTH
SOUTHWEST
,SST _-
ORTH WLST
WALL TRANSMISSION GAIN
WALLS
!SUN LOADC0
1N0RTH OR SHADED
%t 34
ITEM
ENTER HERE ROOM St)
/ . .
AND LIG
zv -c f
ROOM SENS IBLE TOTAL
ROOM 6CNSIaLE TOTAL
CHECK FIGURE, I.
• '✓ 3,
t.)ATE DLit
so. r?. /'ror,
-� •r 1R
.3 7
SO. FT, X FACTOR 8 T U p•r HR
_ ROOF TRANSMISSION CAIN
•1N3ULAriQN SQ. rr. K FACTOR = 8 t V par HR.
MIS
I NNW
/96 1• .111111
FLOOR TR.&. SMISSION GAJN
TYPE SQ. rr. X FACTOR * e T U per N
1111 I I 11111
INTERNAL SENSIBLE O&M
QUANTITY X FACTOR = e T U par HR.
rr:OrLC
_20 IN
108 No.
OVERHANG
11N
J6"
lU
FLOOR OVER UNCOUDIT(
SALE Y FACTOR 10%
ROOM SENSIBLE TOTAL.
G• r. �s. per sp. ft. ..�, / ( 0.2 to
B . T, U,/HR• par SQ. rr.....�_ (• 22 to
�1
954 728 9225
Z 0 N C
LATITU DC:
(DAILY TCMP. RANGE:
OUT9tDC DESIGN:
TYPICA CITY:
N,
N, E.
E.
S. C.
S.
W.
(� N. W .
USC THOSE fACTORS
U. THCSC fACTORS
r O 1 1 I
1 . C WIi 1 . 1 . • .• ..141• II •• 1.
4.1.•. .s 4111 4411.
1. WAIL: 11,• •• ..•.•u ..11•..•..1 •...
1. 16011• •. •VI •.•.f .• 1141 r..ul.iu 1011
111.11.(. 100111■• I•ti «• I1 /I1.
1. rt00[ 1110 1• 114• 1••l .•I••1 11 /,•■ 11.1•
.11 44 0111 •11•
l. )
) 3 )
0
ZS Iv 2
I I
o f la I
91 ° r to 4,
t.11or11, r1
12• 24 AWVIriC
USC THESE rAcroRS
WALL CONSTRUCTION 1 fACT0r1
1R/ M C ��
HCJvY MASONAAY • j S
CONCRETE 8LOCK
MULTLPLY CONSTRUc ;TI
OVCRHAN FACTO A?:
- 9
wALL
GO
r..
_
•
. 6. 0
lien ;
300
TOTAL
•
•
FLOOR OS C D
0 SIDE
NCD SPACE
A111 4
401113
to
B.T. U./HR. TOTAL Hat GAIN
C. r. M. TOTAL AIR REQUrRCO
cornicAt 1114
R C11 111(11
MA x lilof 5 porconlage (j :3SS to ROOT ,1re3 allnwed's sele112d Ly rype 'l• :err :air •.i; er•.;(1• nn.1 Sh2.d' CJKr'LC rit1 t✓1 :1K.n)- 1 , -', ,:.1,.; _ I( 7u
GLASS TYPE. OVERHANG AND SHAD,NG CDEFnICin'1r 3E0ll'ItED F;)(3 'jLASS PERCEV ",t;F_ '+LC_'.. _--,
INSTALLED
EFFICIENCY
UP TO 20°b
,P 'O: -, „
:i' 't) • ^
r � , - -- i I .it)ii, --
, 0
S le i Cout.ra
;ii',: P T --- J) ,
Srngie u
Doble
'JH • SC
OH • SC
G _ ;C , Jt+ .,
,. 30 OH • SC
i U 2 +J
i
1
f
.)t+ .
., 0
0 Ro
0'• •0
to; ', -..
l
4 1
•5
i
SH00 1(r SC may be o6iae1011 It(in ffi ; llti :lur 5 . ie - l.lr SL 1ou0'e r:le.lr 0(6 r '.'0 •1r'tt Swnei,?'or SC, - 60 _, ri' _
EQUIPMEN
MINIMUM
EFFICIENCY
INSTALLED
EFFICIENCY
Central IL'C • Sclil
SEER
=
, 0
SEER
e
i o C
NI 1
S,nyte Pk j
SEER
_
1 --
SEER
_
Room unit or PrAC
EE,R
-
6;'
CEP
.
Electric Resistance
ANY
Heal pump • Spit
4S'F
=
6 3
HSPF
L y
Srn Pkg
to
HS C
-
4 1,
itSiD,
- - -
Room unit or PlHP
C0
_
6 '
' 1 SPI:
•
02)3
Gas. natural u( propane
AF'JE
-
AOLIF
_
FuplOri
AF'J=
-
- 6
4F''F
10,
Electric Resistance
r==
_
3 .6
ci
=
d,5''
Gr1s. Ncitura! or L a
F-
-
cn
0
COMPONENT
Concrete Block
Frame, 2 x C'
Frame, 2 x 6
Common, Frame
Corn +non, Masonry
MINIMUM
INSULATION
1
INSULATION
INSTALLED
R•5
R. I I
? -19
R -1'
Under Attic
Sinyle Assembly: Enclosed
Frame
Metal Pans
Single Assembly: Open
Common. Frame
Slab•on -grade
Raised Wood
Raised Concrete
Common, Frame
P.30
11.19
H '3
;4.
f; II
No Mni!nu.n
5
R.11
In unconditioned space
n conditioned space
No rr.0 urur'; I
•
(ABLE 5C -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADM] ID IS ONLY
TABLE 6C -3 i MINIMUM REQUIREMENTS FOR AL' PACKAGES
COMPON_ ENTS 'SECTION
Exterior Joints & Cracks 606 I
Exterior Windows & Doors 601, I
Sole & Top Plates 600 I
Recessed Lighting r,Ot; I
Multistory Houses 600 1
Exhaust Fans 606 1
Combustion
Heating
Water Heaters
Swimming
Pools & Spas
Hot Water Pipes
Shower Heads
HVAC Duct
Construction,
Insulation & installation
HVAC Controls
.,CRIP REQUIREMENTS FOR SMALL 40011 (s00 Sq. Ft and Less), nENCVATICNS t0 EXISTING BUILDINGS ANO SITE INSTALLtD C061PC 2,v TS OF '.IANUFAC :URED ;10L1ES
REQUIREMENTS_ - -
ri.) U'? r :iuik�`t! j1SkL'ICd '.ceti('t�i- • llr OWr!rwise Sfrd' ^(1
fvl:lx �i
. _
!;ulvs.16 window ,lrni r ; 11 • IOOr
S %)Io ;10•IplratrOr 1 '( (1 !>I. l(CS ■ 1( ■'xin• 'or wails inu ;f
.I , rra c Zor =s
; rVne C :,110.1 .•.h n <1 rtr. 6 -I'. .'w1( .l'Icrrahves :1(1Dw( ?01
�A!r t, (Cl ?runeO'r')I tlor)r r,,l✓ily'101r.1:l:11 fi:)u•s
Ex1'.1.15t 1 ,I1S :enter 10 ^1000nd,linn.i . l(6 Sllnlr htvr; il.un ;)ers xCept'or
✓rCr:; w•t h
11r10rjr31 Cxl'..1uS1 d,,r ;r ;ork
406 I Cornhu'tiori , {.),3co and water hr:C'n,l w,111 1'
uxCe {,I for !At 0( :1 -..en1 ,11)phancOs _ __
(12 1 tComf4y -with ,lll0 -ency requrrntnun•S •n r r',r, 4.12 ..• :,i(6h , clearly marked ctru;il t,rc<t�er - :OI:I rc;
1r rululf �1Ji4Sl l4 i$t be jrOvitled F),IRrrcif ur MuJ 1(i !.F) :11 Ir ;i1; r --
612 1 Spas A nn:tted {)outs must hlvP r,'0l:' . 1,61 (11 6r) Non corr,nerrra 30015 r 1151 !'.r
.,)urn) tinier Gns Spa & port( he„lers in.r.1 hive rn:nunurrl thprinal efficiency ul ,'3°0
0332 h
612 Insulation is requited for hot water cIrcutaluty systoms (inclurJiny heal recovery
ecovery Outs) - - - - - -- 1 ✓
Wafer flow must be restricted to no ,nore Ilian 2 5 pitons per rrnnute at 80 PSIG
612.1
610 1 All auras, irltinys. mechanical erlurtlrnent Bind 01enunt ct'ambers shall be !necharrc -illy tilt lrhud
Seale('. insulated and installed in 0000r03nce with the criteria of Section 6 1 Ducts in attics n1ust be. I
insulated to a minimum of R•6
607 1 Separ,lte (caddy (CCOSSIb rnanu -tl 1r n,11U ;rill. tltirmrsta t for each system
,f NtaiAl, 11tf €C (IONS
p1( L ber. GC r '"l r..11n 0, R vaT,e. 't the nS111dhp1 e e l 0 4 1 1 1 . 1 0 1 1 : 1 cm( •0 io( and Vw c)(. :-r.. - 4r,: dt .0 'r1( , ••).1,''1: An 1 v a'ues 506 o ,rsa.oed m1.51 ^n' > nn ir0 forhr.••n • 11
"; ^n , . ,,, np•n'NS and r•,,•1tgmenl ()caner hung .116041 nor 15nnv.ile41 n..7 5e ,nli danl
aOOIlIGtJ0 ()HI, Ikae 14e p01r-enla55 r erw r 11.0551,1 runvt. 1 HMN 5,50 u1 0. ad541.).' 1s' :,:u,rt 1• ,,., u 4 . ,,l ')r 'NC n.n'h. 0, s1.1' pdss does 1.1x7 -,1 (55'iu5 : : ^ •; 7 4. ..( "v` , '4 .0 �. s
'.:11 ^54 rydcs 1 ) 1 ( 4 1 ( 5 1 4 . 1 1 . 41 610010('5 10451 WMx r(U'.S rr: n 1.,1.1 ('4 n rleont .5115 s 111:.1('( ren ",vrd ry ehao5ed D] irk, 411, :nn in Amount "40.41 10 1hn I - gar area rl Uv5 q)o.s inay 141 c 1 :! vr1 I,q,n Ihd '0'4' 14'5
511 111e JntuSlrn Arils area I0111 by ihn 115 l.rMer1 U5V 444^,1 Li IM :0 ,51 1 J.hCI.¢ty by I r)Q t01Pr i11n, u•• ^01 r.. 1(.1 •aiq °.r . (0(I0r,11.1gn •nn ^r warn y OiM S . lk lxdlc '1 yg_gr : i . ' 3 t 11 ! 1D'C GC 2
rpv!n Irr rnr, ' fon of qla« IS•ng4e or Orwhie panel AMt i('0 nv111510411t)I 11 (1.11(51) •n1 a Snad.n'( C5n111(■01 1 'd', r. v A yrrr I7(4? Ann :051n•5 Pa` n5N.m10 slla 'UnrtrkN v ••"'1 : s cc ■l •rid Act, a: •41.55
.r.MpwS and dna0S a'esWOsS N O M - e.len4N ' NOS 1(1 the A n t e " , nut 1 r:u1U•1l'Cd'n inn a44Wbn 1(0 nnl n.1•.a : l -s. 1(1) 4 1011' u15 r,v ^.rnanry and •4.410 C.> :n•p•;nt 1015 ..mnnls r1( T:. .1 • (1 1 n ^.. grass , 0 ,". 10,1,,:11'
�'unl meet On r•vivarentertt Irt nn! 1,1 a11C oplos's 11 the last peu.nni l.ls 1ols cry you indnaIM the (rvemanq f 64 6i:r1n: q mnatuuw1 D0rC0rv11gaany bom the lace .il ir0 ?lass I0 a pr,u ■l ^. ,.1( ;r; : ✓der a:1( ?. dn,m, .511(M■1
4111e. evem,ln5
i flEt40'1A410NS O?H Y RSplacemen■ grass n0ed5 In meet 1''1e Ir,tiovrir,l (51lu enter )3 My lass 'ype and 0,10rnrl rOeit.re)N 5•10 ((5 1 55(1104 .0( 55 'whin are under at 1eas4 a t'na 15).1151Q a nd an't'e 10.4151
roJge d05s 1(M (newt lunner than 8 feet t' .n rile ovemarlg Gtaxs arc AS oe.nq 50151(5.1 irvlt 66 not meel INS 00,1 m l r1( d1U.nr vile Dane I.nred, 10UW? 04n4 cit42 rx Mn,Die-parA
r 13UI101r1G 3 r S IEI,IS Comory when rose systems eoIaI(d l ir system iasla5e l
C.lmonln, 1ne u.tormdlpn requested on 11,e lop halt or Dade 1'
TILE ROOF TO MATCH EXISTING
2X4 P.T. BLOCKING s24" O.G.
2x8 P.T. LEDGER BD. W/ 5 /S "0 A.B e 18"
o.C.
/ik TOP OF TIE BEAM
1J ELEV. 29' -0" V.I.F.
8" CONCRETE BLOCK W/
9 GA LADDER TYPE RE INF.
ALTERNATE COURSES
5/8" STUCCO FINISH
1 -*5 BAR s 4S"O
•Y 'CP OF RAISED _'R
�_EV. 1 -0
TCP OF TERRACE
ELEV. I6' -6
EXIST. EGRESS
1/2" GYPS
STRIP s1
BOAR ON lx3
INSUL
EXISTING PARAPET WALL TO REMAIN
BREAK WALL s FILLED CELL LOCATION
2x4 P.T. SLEEPERS NAILED W/ POWER
ACTUATED FASTENERS ' 16" O.C. TO
EXISTING STRUCTURE
EXIST. EGRESS
2x4 P.T.
FRAMING g 16"
O.C. TO RAISE
AND LEVEL
FLOOR
URRING
TION)
EXISTING STRUCTURE TO REMAIN
HUGHES UH24 STRAP 9 EA. JOIST
CABLE END DETAIL
S _. SCALE, 3/4'■ 1' -0'
1'1x4'3H. FIXED WINDOW
HUGHES UH24 JOIST HANGER
2X4 DIAGONAL BRACING
5/8 CDX EXTERIOR GRADE
PLYWOOD SHEATHING NAILED
W /Sd NAILS -0 6 "O.C.
INSULATION
ENGINEERED ROOF
TRUSSES a 24" O.C.
2x4 LATERAL BRACING
A5 SHOWN ON PLAN
1/2" GYPSUM BOARD ON 1x3 P.T. FURRING
STRIPS 616" O.C. (R -I9 INSULATION)
FINISH FLOOR ON
3/4" PLYWOOD
SHEATHING NAILED
W/ 10D NAILS s 6"
O.C. ALL EDGES 4
SUPPORT
EPDXY DOWEL *5 BAR INTO EXISTING TIE
BEAM - MIN. 6" IN FILLED CELL- BREAK
SECTION s PARAPET TO ATTACH TO
BEAM
EXIST. EGRESS
SECOND FLOOR PLAN / 1 \
SCALE: 1/4" =
� F L +2 9'- 0 "( V.IF.)
r.o.B.
2' -0 "x4'3 -1. SINGLE HUNG
TB -1 BEAM
I -*5 BAR IN FILLED
CELL OR AS INDICATED
ON PLAN (TYPICAL)
( ATOF CF RAISED FLOOR
ELEV. 1T' - 0"
TCP OF TERRACE
P , � , , 11
=t_ =/. o -o
5/8" EXTERIOR GRADE CDX
PLYWOOD SHEATHING W /10
NAILS • 6" O.G. s INTERMEDIATE
SUPPORTS 4 4" O.C. s PANEL EDGES
FILLED CELLS • ALL CORNERS
AND 4' -0" MAX SPACING
EPDXY DOWEL INTO EXISTING
TIE BEAM. (TYPJ
HUGHES DTC STRAP
a EA TRUSS
•
•
•
A A A.
ry
8" CBS WALL W/ 9 GA
LADDER TYPE REINF. s
ALEERN1ATE COURSES
PRE - ENGINEERED ROOF TRUSS s 24" O.C.
AS PER MANUFACTURER SPECS.
PROVIDE SHOP DRAWINGS 4
CALCULATIONS PRIOR TO FABRICATION
FOR ARCHITECT APPROVAL.
EXISTING PARAPET WALL TO REMAIN
BREAK WALL a FILLED CELL LOCATION
2x4 P.T. SLEEPERS NAILED W/ POWER
ACTUATED FASTENERS s 16" O.C. TO EXISTING
STRUCTURE
2x4 P.T.
FRAMING ID 16"
O.C. TO RAISE
AND LEVEL
FLOOR
'2
TYPICAL WALL SECTION
SCALE: 3/4'•
EXISTING STRUCTURE TO REMAIN
HUGHES UH24 STRAP a EA. JOIST
4t
FINISH FLOOR ON
/4" PLYWOOD
SHEATHING NAILED
W/ 'IOD NAILS g 6
.0. ALL EDGES 4
UPPORT
EPDXY DOWEL "5 BAR INTO EXISTING TIE
BEAM -MIN. 6" IN FILLED CELL- BREAK
SECTION PARAPET TO ATTACH TO
BEAM
EH
I1
c(I
I1
11H1---i I 11 11EI I I I 1
r
5
- 0"
nit
Fl
%\ FRAISE FLOOR PLAN
�® SCALE: 1/4" = I' -0"
TOP BARS
BOTTOM BARS
2" CLR.
x4 P.T. FLOOR FRAMING • 16
.G.
6"
MIN.
2. CONCRETE
TIES
36 BD
SPACING SEE 1, j 2"
BM. SCHEDULE
L1
EXISTING ROOF TO REMAIN
"C" BARS (SCHE! . W /LI)
A. BEAMS AND COLUMNS 11/2 "
(PRIMARY REINFORCEMENT, TIES, STIRRUPS 4 SPIRALS)
5. MASONRY:
2. PROVIDE UNITS FABRICATION AS FOLLOWS:
0.5L1 OR L2 WHICHEVER
15 GREATER + b T / m.25L2 '-
L2
36 BD
D) CONTINUOUS WIRE REINFORCING AND TIES FOR MASONRY (DURO -WALL)
ROOF PLAN
SCALE: 1/4" = I' -0"
"C" BARS (SCI-4ED W /L2)
CONCRETE SEAM DIAGRAM
STfi'RUCTU 'AL NOTES:
1. GENERAL
4. MINIMUM CONCRETE OVER REINFORCING-:: MINIMUM CLEAR COVER IN.:
I. PROVIDE WELDED WIRE UNITS PREFABRICATED IN STRAIGHT LENGTHS OF
NOT LESS THAN 10' -0 ", WITH MATCHING CORNER AND TEE UNITS. FABRICATE
FROM COLD -DRAWN STEEL WIRE COMPLYING TO ASTM 4S2, WITH DEFORMED
CONTINUOUS SIDE RODS AND PLAIN CRO55 RODS, CRIMPED FOR CAVITY WALL
CONSTRUCTION (IF ANY), AND A UNIT WIDTH OF I -I/2" TO 2" LESS THAN
THE THICKNESS OF WALL OR PARTITION.
A) LADDER TYPE FABR WITH SINGLE PAIR OF 9 GAUGE. SIDE RODS AND 9
GAUGE CONTINUOUS DIAGONAL CROSS RODS SPACED NOT MORE THAN 16
3) PROVIDE (DURO -WALL) WIRE REINF'G FOR ALL BLOCK AT EVERY. 2ND COURSE
UNLESS OTHER WISE NOTED ON PLAN OR DETAILS. (EXTEND 4 INTO COLUMNS.)
ALSO PROVIDE DURO -WALL WIRE REINF'G AT FIRST JOINT ABOVE AND BELOW OPENINGS.
PROVIDE DURO -WALL BLOCK REINF'G AT EVERY COURSE FOR ALL BLOCK
PARAPETS. TYP.
4) SUCK ANCHORS SHALL BE PROVIDED AT EVERY SECOND BLOCK COURSE FOR MASONRY
WALLS AND PARTITIONS ABUTTING PRECAST CONCRETE. ALSO PROVIDE BUCK ANCHORS
AT LOCATIONS WHERE DOVETAIL ANCHORS CONNOT BE USED.
TB -I
L3
A. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS ON THE STRUCTURAL DRAWINGS AND VERIFY SAME ON THE
ARCHITECTURAL SET. ARCHITECTURAL DETAILS SUCH AS SLABDEPRESSIONS, WATERPROOFING, CURBS,
MECHANICAL OPENINGS, FASCIA FRAMING AND BRACING SHALL BE INSTALLED AS SHOWN ON THE
ARCHITECTURAL SET.
B. THE CONTRACTOR SHALL BE REASONABLE FOR SHORING AND BRACING TO ENSURE SAFE WORKING CONDITIONS AT
ALL TIMES. ALL CONTRUCTION SHALL CONFORM 70 THE SOUTH FLORIDA BUILDING CODES.
A. ALL CAST IN PLACE CONCRETE IN THIS JOB SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH (Pc)
AT 2S DAYS OF 3000 P.S.I.
B. CONCRETE WOR< S CONFORM TO ALL REQUIREMENTS OF ACI 301-12 SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS.
3. REINFORCING STEEL
A. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 318 -83
B. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A 615 GRADE 60, UNLESS OTHERWISE NOTED
G. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185.
REINFORCING TO BE SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE.
E. ALL BOTTOM BARS SHALL BEAR 6" MINIMUM OVER SUPPORTS.
A. ALL MORTAR SHALL COMPLY WITH THE PROPERLY AND PROPORTION SPECIFICATIONS OF ASTM C210. EXCEPT
THAT SLAG CEMENTS SHALL NOT BE USED. MORTAR FOR EXTERIOR WALLS SHALL BE TYPE M. FOR INTERIOR LOAD
BEARING WALLS THE MORTAR SHALL BE TYPE M CR 5. FOR INTERIOR WALLS ABOVE GRADE AND NOT SUPPORTING
LOADS , TI-4E MORTAR SHALL BE TYPE M, S, OR N.
B. HOLLOW CONCRETE MASONRY UNITS SHALL BE OF A QUALITY OF AT LEAST EQUAL TO THAT REQUIRED BY ASTM
C90 " 57ANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS.
G. WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY, TWO CELLS AT THE SETTING LOCATION SHALL
BE FILLED WITH CONCRETE.
AREA OF NEW ADDITION
ON EXIST TERRACE
PRE - ENGINEERED ROOF
TRUSSES • 24" O.G. AS PER
MANUF SPECS.
WOOD NOTES:
m
CO
N
14'- O" PARKWAY 14 m" PARKWAY
J
WALL LE END
►!i
L
CONCRETE MASONRY UNITS (CMU) :
A) SIZE: MANUF. STANDARD UNITS WITH NOMINAL FACE DIMENSIONS OF 16" LONG
x S" HIGH (15 -5/S" x 7 -5 /S" ACTUAL), UNLESS OTHERWISE SHOWN.
B) SPECIAL SHAPES: PROVIDE WHERE REQUIRED FOR CORNERS, JAMBS, SASH,
CONTROL JOINTS, HEADERS, BONDING AND OTHER SPECIAL CONDITIONS.
0) HOLLOW LOAD - BEARING (HL) CMU: PROVIDE UNITS COMPLYING WITH ASTM
C 92' GRADE "N"
D) N11 P.S.I
MORTAR MATERIALS:
A) PORTLAND GEMENT: ASTM C 150 , TYPE I.
B) MASONRY CEMENT: ASTM C 91
DI'IVEWAY
SITE PLAN
SCALE: 1/16"
POOL
1
POOL DECK
-711.~D PATIO
TWO STORY
RESIDENCE
NO. 295
94T1 --I. STRC =T
EXISTING WALL TO REMAIN
r
AREA OF NEW
} ADDITION ON
2ND. FLOOR
v
J
3
Z '
15' - (0 'I
a" ca.8 WALL W/9 GA LADDER
TYPE REINF. ALT. COURSES
1/2 GYP BD ON Ix3 FIR
STRIPS 16." O.C. LINT.)
5/8" STUCCO FIN151-4 EXTERIOR
TO MATCH EXISTING
2x4 STUD WALL W -I/2" W.R. GYP.
BD. ONE SIDr
EXISTING PARTITION TO BE REMOVED
C) SAND: ASTM C 144, EXCEPT FOR JOINTS LESS THAN '/4 ", USE AGGREGATE
GRADED WITH 1 00% PASSING THE No. 16 SIEVE
D) ALL REINFORCED MASONRY SHALL BE INSPECTED : RIOR TO POURING CELLS.
I. WOOD IN CONTACT WITH CONCRETE: ALL WOOD COMING IN CONTACT WITH CONCRETE
SHALL BE TREATED WITH AN APPROVED METHOD.
2. ANCHORAGE: EACH JOIST, BEAM MEMEER SHALL BE A�;,HCRED TO THE SUPPORT
TO RESIST UPLIFT WITH AN APPROVED ANCHORING DEVICE-.
3. ALLOWABLE STRESSES: UNLESS NOTED OTHERWISE ON TI ;E PLANS, ALL STRUCTURAL WOOD
MEMBERS FABRICATED IN THE FIELD SHALL HAVE THE FOLLOWING MINIMUM DESIGN VALUES:
EXTREME FIBER STRESS TO BENDING- - - -Fb= 1,200 P.S.I.
TENSION PARALLEL TO GRAIN Ft = 600 P51
HORIZONTAL SHEAR Fv = 90 P51
COMPRESSION PERPENDICULAR TO GRAIN - - -Fp 565 P5I
MEMBERS FABRICATED IN THE FIELD SHALL HAVE THE FOLLOWING M NIMUM DESIGN VALUES:
COMPRESSION PARALLEL TO GRAIN Fc = 1,200 P51
MODULUS OF ELASTICITY E = 1,4000,000 PSI
THE MINIMUM DESIGN VALUES CORRESPOND TO SOUTHERN PINE NO 2 GRADE OR BETTER
IF ANOTHER SPECIES OF WOOD 15 USED, APPLY .$.-1P11LAR VALUES
4. METAL FASTENERS: ALL METAL ELEMENTS SHALL BE GALVANIZED. ALL BOLTS, LAGS, NUTS, WASHERS,
ETC., SHALL BE DOUBLE DIPPED HOT GALVANIZED. BOLTS SHALL BE PROVIDED WITH WASHERS AT BOTH ENDS
5. PLYWOOD: UNLESS NOTED OTHERWISE ON THE PLANS, ALL PLYWOOC USED SHALL BE APA STRUCTURAL 1 RATED
SHEATHING WITH AN EXPOSURE DURABILITY CLASSIFICATION OF EXTER OR OR EXPOSURE 1.
C
P,L #038398
CONSJ._T,NG ENG NEERS (305) 823 - 3938
7850 NW 146 - H STREET, SUITE 509 *MIAMI JKES FL 330
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south ELEVATION
&CAI. -E, V4 ". I' -G°
ENE C Y NOTES:
fo -8•
AREA OF NEW ADDITION
MINIMUM S.E.E.R OF AIR CONDITIONING SYSTEM SMALL BE 10.0
2- MANUFACTURED DOORS AND WINDOWS SHALL HAVE AIR INFILTRATION
NOT TO EXCEED THE FOLLOWING STANDARDS:
WINDOWS - 034 CFM PER FT. OF OPERABLE SASH CRACK
PATIO DOORS - 034 CFM PER SQ. FT. OF DOOR AREA
SWINGING DOORS - 0.5 CFM PER SQ. FT. OF DOOR AREA
3- ALL OPENINGS OR JOINTS IN THE EXTERIOR BUILDING ENVELOPE SHALL
BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED
IN AN APPROVED MANNER
4. ADJACENT STUD WALLS SHALL BE INSULATED WITH MINIMUM R -II
INSULATION.
5- HVAC DUCT WORK SHALL BE INSTALLED WITH APPROVED INSULATION
MATERIALS BEARING .4 MINIMUM R -VALUE OF 6.0
6- ONE THERMOSTATIC CONTROL SHALL BE INSTALLED FOR EACH
SEPARATED SPACE TEMPERATURE ZONE.
1- HVAC EQUIPMENT SHALL COMPLY WITH SECTION 904.8 OF THE STATE
OF FLORIDA "ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
1992.
8- MANSONRY WALLS SHALL BE INSULATED WITH A MINIMUM R -5
INSULATION.
9- EXTERIOR STUD WALLS SHALL SE INSULATED WITH MINIMUM R -19
INSULATION.
NGVD 2m' -m"
NGVD 2e1-�" l .FT,OP OF ROOF
MATCH EXIST.
NEW S" BLOCK WALL
TO BE STUCCO 4
PAINTED TO MATCH
EXISTING EXISTING TERRACE
TOP OF T.B.
NGVD 16' -6" BOTT. OF T.B.
s FINISH FLOOR
NOVO 0-0"
EXISTMG 2 -1/2 TON
A/C UNIT
COLEMAN,
MODEL • F2RP030N0613
NOTE:
n
EXISTMG A,c
DUcts TO
EXI3TM0 A/C
UNIT- 3 TONG
1. EXTEND NEW DUCT INTO EXISTING 12x12 DUCTWORK
TO EXISTING 3 TON A/C UNITS
A EAST ELEVATION
SCALE, V4 "• 1 -6"
2. EXISTING DIFFUSERS TO REMAIN IN BEDROOM AND BATHROOMS
NEW FLAT TILE ROOF TO
MATCH EXISTING
1 I C,4 L
6 "
11
1
NEW .3" DIA
FLEX DUCT TO TIE
MTO EXi VINCI A/C
UNIT
f a sxn
130
GFM
FLEX SIZE SCWEDULL
50 -125 CFM
130 -200 CFM
205 -325 CFM
330 -450 CFM
NGVD 18' -0"
6X3
SO
6"i
10"7
12 "i
N
'C
t �G
NEW 8 BLOCK WALL
TO BE STUCCO 4
PAINTED TO MATCH
EXISTING
NGVD 20' -0" TOP OF T.S.
NGvED 16' -6" BOTT_ OF T.B.
FINISH FLOOR
TOP OF ROOF
MATCH EXIST.
o‘v
L
NOTE:
1. USE EXISTING SPARE +"36 IN PANEL A
2. EXISTING 225 A PANEL TO REMAIN
EXISTING RECEPTACLE TO BE REMOVED
EXISTING RECEPTACLE TO SE RELOCATED
120V, DUPLEX RECEPTACLE, 18" A.F.F. U.ON.
® SMOKE DETECTOR -HARD WIRED INTERCONNECTED
TO BATHROOM OR KITCHEN CIRCUIT
3/4
ELECTRICAL LEGEND
LIGHTING SWITCH, 48" APP. U.ON.
TELEPHONE'"DDATA OUTLET, NUMBER
INDICATED CONDUIT SIZE (EMT W/
COUPLING ABOVE CEILING)
18" AFF. U.ON.
SECOND FLOOIR PLAN
SCALE: 1/4" • 1'-0"
2' OVERHEAD PIPE
TO uTIL
3 -3!0 TO FPL
ME - ER
•4 GROUND W'RE TC�
GROUND ROD
- 3 -•3/0 TO 2N C.
PANEL 'A
225 AMP
SERV:OE
WD 5C.
2 225
225
EXISTING
1 -•4 A;.;P TO Co_D LATER PIPE,
FOUNDAT <2N STEEL AND GROUNDING RODS
•4 GROUND 'J1'RE
TO NE.J FOOTER
STEEL
•4 TO COLD
WATER PPE
AT ENT.
FONT TO
DULL NG
ELECT (CAL. ' ISEfiz 'DIAGRAM
Edward A.
LANDERS, P.E.
CONSULTING ENGINEERS
P.E. #038398
(305) 823 -3938
7850 NW 1461H STREET, SUITE 509*MIAMI LAKES FL 33016
REV IS1 01-.16,
BY,
4
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M.E.-1
MEC4ANICAL. NOTES
MEC44I►NICIAL LEnE
1. THE CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS, AND EQUIPMENT NECESSARY
FOR THE NSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE. WITH THESE
DRAWINGS, THE APPLICABLE BUILDING CODE AND ALL OTHER APPLICABLE STATE,
COUNTY AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING
PUBLICATIONSt SMACNA, A&HRAE, NFPA 90A, 908, 91 4 ANSI 8 -9.1 MECHANICAL
REFRIGERATION.
2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER
CO STS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK.
3. THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES.
4. THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH "AS- BUILT' DRAWINGS.
5. CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE 3 45T'b COPIES OF MANUFACTURER'S
DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED N CONTRACT.
6. ALL MATERIAL SHALL BE NEW OF U.B. MANUFACTURER OF GOOD QUALITY. ALL WORK
SHALL ISE PERFORMED N A WORK1 MANNER BY SKILLED WORKMAN.
1. ALL AIR CONDITIONING DUCT WORK SHALL BE OF I -1/2" (R -6) STANDARD DUTY FOIL
REINFORCED FIBERGLASS WITH MANUFACTURER'S LOGO PRINTED ON VAPOR BARRIER
ALL FLEX TO BE R -6.
D. ALL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL SE GALVANIZED SHEET METAL
WITH SEALED SEAMS AND JOINTS.
9. DUCT SIZES SHOU.N ARE INSIDE DIMENSIONS.
10. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM
CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH oR AS
SPECIFIED BY ARCHITECT. DEVICES SHALL SE TITUS, METALAIRE, AIRGUIDE. PROVIDE
OPPOSED BLADE PAMPERS AT ALL DIFFUSERS AND REGISTERS.
II. ALL BRANCH TAKE -OFFS TO BE PROVIDED W/ MANUAL VOLUME DAMPERS. ALL ELBOWS
AND TEE'S MUST BE FURNISHED al/TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS
WITH EXTRACTOR AT ALL FLEX TAKE -OF+S. PROVIDE BELLMOUTH OR SHOETAP FITTINGS.
12. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE STARTING
THEM. REPLACE THEM PRIOR TO FINAL ACCEPTANCE BY OLLNER 2" UL CLASS, MEDIUM
PLEATED FILTERS. MEET ASHRAE 52.1
13. PROVIDE A MN. OF 3' CLEARANCE N FRONT OF ALL 120 -240 VOLT PANELS AND 4'
CLEARANCE N FRONT OF ANY 480 VOLT PANEL. PROVIDE ADEQUATE SIDE
CLEARANCE PER NEC.
14. MECHANICAL PLANS N GENERAL, ARE DIAGRAMMATIC N NATURE, AND ARE TO BE READ
IN CONJUNCTION WITH ARCH. PLUMBING, ELECTRICAL AND STRUCTURAL PLANS AND
SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS
AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE
FUNCTIONAL SYSTEM AND SHALL SE PROVIDED BY THE CONTRACTOR Al NO
ADDITIONAL COST TO THE OWNER
15. THE CONTRACTOR SHALL VERIFY EXISTING CONDITION& PRIOR TO BIDDING, ORDERING,
FABRICATION OR INSTALLATION OF MATERIALS OR EQUIPMENT.
16. NO COMBUSTIBLE MATERIALS ARE ALLOWED N RETURN AIR PLENUMS OR ABOvE
CEILINGS USED AS RETURN AIR PLENUM. IF SPACE WITH RETURN AIR PLENUM
HAS ANY DECK TO DECK PARTITIONS, AIR TRANSFER DUCTS MUST BE INSTALLED.
11. THIS IS AN ADDITION TO AN EXISTING SPACE. CONTRACTOR TO VISIT SITE PRIOR TO SID.
SUPPLY AIR CEILING DIFFUSER
8x8
SUPPLY AIR CEILING DIFFUSER
RETURN AIR CEILING GRILLE
EXHAUST FAN
THERMOSTAT
NEW DUCT WORK
NEW FLEX DUCT
south ELEVATION
&CAI. -E, V4 ". I' -G°
ENE C Y NOTES:
fo -8•
AREA OF NEW ADDITION
MINIMUM S.E.E.R OF AIR CONDITIONING SYSTEM SMALL BE 10.0
2- MANUFACTURED DOORS AND WINDOWS SHALL HAVE AIR INFILTRATION
NOT TO EXCEED THE FOLLOWING STANDARDS:
WINDOWS - 034 CFM PER FT. OF OPERABLE SASH CRACK
PATIO DOORS - 034 CFM PER SQ. FT. OF DOOR AREA
SWINGING DOORS - 0.5 CFM PER SQ. FT. OF DOOR AREA
3- ALL OPENINGS OR JOINTS IN THE EXTERIOR BUILDING ENVELOPE SHALL
BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED
IN AN APPROVED MANNER
4. ADJACENT STUD WALLS SHALL BE INSULATED WITH MINIMUM R -II
INSULATION.
5- HVAC DUCT WORK SHALL BE INSTALLED WITH APPROVED INSULATION
MATERIALS BEARING .4 MINIMUM R -VALUE OF 6.0
6- ONE THERMOSTATIC CONTROL SHALL BE INSTALLED FOR EACH
SEPARATED SPACE TEMPERATURE ZONE.
1- HVAC EQUIPMENT SHALL COMPLY WITH SECTION 904.8 OF THE STATE
OF FLORIDA "ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
1992.
8- MANSONRY WALLS SHALL BE INSULATED WITH A MINIMUM R -5
INSULATION.
9- EXTERIOR STUD WALLS SHALL SE INSULATED WITH MINIMUM R -19
INSULATION.
NGVD 2m' -m"
NGVD 2e1-�" l .FT,OP OF ROOF
MATCH EXIST.
NEW S" BLOCK WALL
TO BE STUCCO 4
PAINTED TO MATCH
EXISTING EXISTING TERRACE
TOP OF T.B.
NGVD 16' -6" BOTT. OF T.B.
s FINISH FLOOR
NOVO 0-0"
EXISTMG 2 -1/2 TON
A/C UNIT
COLEMAN,
MODEL • F2RP030N0613
NOTE:
n
EXISTMG A,c
DUcts TO
EXI3TM0 A/C
UNIT- 3 TONG
1. EXTEND NEW DUCT INTO EXISTING 12x12 DUCTWORK
TO EXISTING 3 TON A/C UNITS
A EAST ELEVATION
SCALE, V4 "• 1 -6"
2. EXISTING DIFFUSERS TO REMAIN IN BEDROOM AND BATHROOMS
NEW FLAT TILE ROOF TO
MATCH EXISTING
1 I C,4 L
6 "
11
1
NEW .3" DIA
FLEX DUCT TO TIE
MTO EXi VINCI A/C
UNIT
f a sxn
130
GFM
FLEX SIZE SCWEDULL
50 -125 CFM
130 -200 CFM
205 -325 CFM
330 -450 CFM
NGVD 18' -0"
6X3
SO
6"i
10"7
12 "i
N
'C
t �G
NEW 8 BLOCK WALL
TO BE STUCCO 4
PAINTED TO MATCH
EXISTING
NGVD 20' -0" TOP OF T.S.
NGvED 16' -6" BOTT_ OF T.B.
FINISH FLOOR
TOP OF ROOF
MATCH EXIST.
o‘v
L
NOTE:
1. USE EXISTING SPARE +"36 IN PANEL A
2. EXISTING 225 A PANEL TO REMAIN
EXISTING RECEPTACLE TO BE REMOVED
EXISTING RECEPTACLE TO SE RELOCATED
120V, DUPLEX RECEPTACLE, 18" A.F.F. U.ON.
® SMOKE DETECTOR -HARD WIRED INTERCONNECTED
TO BATHROOM OR KITCHEN CIRCUIT
3/4
ELECTRICAL LEGEND
LIGHTING SWITCH, 48" APP. U.ON.
TELEPHONE'"DDATA OUTLET, NUMBER
INDICATED CONDUIT SIZE (EMT W/
COUPLING ABOVE CEILING)
18" AFF. U.ON.
SECOND FLOOIR PLAN
SCALE: 1/4" • 1'-0"
2' OVERHEAD PIPE
TO uTIL
3 -3!0 TO FPL
ME - ER
•4 GROUND W'RE TC�
GROUND ROD
- 3 -•3/0 TO 2N C.
PANEL 'A
225 AMP
SERV:OE
WD 5C.
2 225
225
EXISTING
1 -•4 A;.;P TO Co_D LATER PIPE,
FOUNDAT <2N STEEL AND GROUNDING RODS
•4 GROUND 'J1'RE
TO NE.J FOOTER
STEEL
•4 TO COLD
WATER PPE
AT ENT.
FONT TO
DULL NG
ELECT (CAL. ' ISEfiz 'DIAGRAM
Edward A.
LANDERS, P.E.
CONSULTING ENGINEERS
P.E. #038398
(305) 823 -3938
7850 NW 1461H STREET, SUITE 509*MIAMI LAKES FL 33016
REV IS1 01-.16,
BY,
4
cJ
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T
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0
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M.E.-1
MEC44I►NICIAL LEnE
SUPPLY AIR CEILING DIFFUSER
8x8
SUPPLY AIR CEILING DIFFUSER
RETURN AIR CEILING GRILLE
EXHAUST FAN
THERMOSTAT
NEW DUCT WORK
NEW FLEX DUCT
a
® b
la r
EF
0
5----5
south ELEVATION
&CAI. -E, V4 ". I' -G°
ENE C Y NOTES:
fo -8•
AREA OF NEW ADDITION
MINIMUM S.E.E.R OF AIR CONDITIONING SYSTEM SMALL BE 10.0
2- MANUFACTURED DOORS AND WINDOWS SHALL HAVE AIR INFILTRATION
NOT TO EXCEED THE FOLLOWING STANDARDS:
WINDOWS - 034 CFM PER FT. OF OPERABLE SASH CRACK
PATIO DOORS - 034 CFM PER SQ. FT. OF DOOR AREA
SWINGING DOORS - 0.5 CFM PER SQ. FT. OF DOOR AREA
3- ALL OPENINGS OR JOINTS IN THE EXTERIOR BUILDING ENVELOPE SHALL
BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED
IN AN APPROVED MANNER
4. ADJACENT STUD WALLS SHALL BE INSULATED WITH MINIMUM R -II
INSULATION.
5- HVAC DUCT WORK SHALL BE INSTALLED WITH APPROVED INSULATION
MATERIALS BEARING .4 MINIMUM R -VALUE OF 6.0
6- ONE THERMOSTATIC CONTROL SHALL BE INSTALLED FOR EACH
SEPARATED SPACE TEMPERATURE ZONE.
1- HVAC EQUIPMENT SHALL COMPLY WITH SECTION 904.8 OF THE STATE
OF FLORIDA "ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
1992.
8- MANSONRY WALLS SHALL BE INSULATED WITH A MINIMUM R -5
INSULATION.
9- EXTERIOR STUD WALLS SHALL SE INSULATED WITH MINIMUM R -19
INSULATION.
NGVD 2m' -m"
NGVD 2e1-�" l .FT,OP OF ROOF
MATCH EXIST.
NEW S" BLOCK WALL
TO BE STUCCO 4
PAINTED TO MATCH
EXISTING EXISTING TERRACE
TOP OF T.B.
NGVD 16' -6" BOTT. OF T.B.
s FINISH FLOOR
NOVO 0-0"
EXISTMG 2 -1/2 TON
A/C UNIT
COLEMAN,
MODEL • F2RP030N0613
NOTE:
n
EXISTMG A,c
DUcts TO
EXI3TM0 A/C
UNIT- 3 TONG
1. EXTEND NEW DUCT INTO EXISTING 12x12 DUCTWORK
TO EXISTING 3 TON A/C UNITS
A EAST ELEVATION
SCALE, V4 "• 1 -6"
2. EXISTING DIFFUSERS TO REMAIN IN BEDROOM AND BATHROOMS
NEW FLAT TILE ROOF TO
MATCH EXISTING
1 I C,4 L
6 "
11
1
NEW .3" DIA
FLEX DUCT TO TIE
MTO EXi VINCI A/C
UNIT
f a sxn
130
GFM
FLEX SIZE SCWEDULL
50 -125 CFM
130 -200 CFM
205 -325 CFM
330 -450 CFM
NGVD 18' -0"
6X3
SO
6"i
10"7
12 "i
N
'C
t �G
NEW 8 BLOCK WALL
TO BE STUCCO 4
PAINTED TO MATCH
EXISTING
NGVD 20' -0" TOP OF T.S.
NGvED 16' -6" BOTT_ OF T.B.
FINISH FLOOR
TOP OF ROOF
MATCH EXIST.
o‘v
L
NOTE:
1. USE EXISTING SPARE +"36 IN PANEL A
2. EXISTING 225 A PANEL TO REMAIN
EXISTING RECEPTACLE TO BE REMOVED
EXISTING RECEPTACLE TO SE RELOCATED
120V, DUPLEX RECEPTACLE, 18" A.F.F. U.ON.
® SMOKE DETECTOR -HARD WIRED INTERCONNECTED
TO BATHROOM OR KITCHEN CIRCUIT
3/4
ELECTRICAL LEGEND
LIGHTING SWITCH, 48" APP. U.ON.
TELEPHONE'"DDATA OUTLET, NUMBER
INDICATED CONDUIT SIZE (EMT W/
COUPLING ABOVE CEILING)
18" AFF. U.ON.
SECOND FLOOIR PLAN
SCALE: 1/4" • 1'-0"
2' OVERHEAD PIPE
TO uTIL
3 -3!0 TO FPL
ME - ER
•4 GROUND W'RE TC�
GROUND ROD
- 3 -•3/0 TO 2N C.
PANEL 'A
225 AMP
SERV:OE
WD 5C.
2 225
225
EXISTING
1 -•4 A;.;P TO Co_D LATER PIPE,
FOUNDAT <2N STEEL AND GROUNDING RODS
•4 GROUND 'J1'RE
TO NE.J FOOTER
STEEL
•4 TO COLD
WATER PPE
AT ENT.
FONT TO
DULL NG
ELECT (CAL. ' ISEfiz 'DIAGRAM
Edward A.
LANDERS, P.E.
CONSULTING ENGINEERS
P.E. #038398
(305) 823 -3938
7850 NW 1461H STREET, SUITE 509*MIAMI LAKES FL 33016
REV IS1 01-.16,
BY,
4
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N Se
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1993
2 1.793
STATE OF FLORIDA #41310 __
1 ALL FLOORS & WALLS OF POOL TO BE PNEUMATICALLY
APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE
STRENGTH OF 2500 PSI,
2. ALL REINF. STEEL TO CONFORM TO A.S.T,M, 615 GRADE 40,
3, ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL
4. FILTER BACKWASH SHALL COMPLY WITH SECTION 5004
OF THE SOUTH FLORIDA BUILDING CODE.
5, NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE SOILS
FXCEPT CLEAN SANDS OR ROCK. WHICH SHALL BE COMPACTED
TO PR ❑VIDE A SAFE BEARING CAPACITY OF 2000 PSF, ANY
ORGANICS, MARLS, OR OTHER TYPES OF DELITEROUS MATERIAL
ENCOUNTERED ON EXCAVATION SHALL BE REMOVED ( DEMUCKED)
IN THEIR ENTIRETY, AND THE AREA SHALL BE BACKFILLED
WITH ACCEPTABLE SOILS AND COMPACTED IN 12' THICK LAYERS.
WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANICS, DUE
TO WHATEVER CAUSES, THE POOL SHALL BE REDESIGNED
FOR PILINGS.
6. IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL
PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM
FAILURE BY SHEETING AND /OR SHORING OR OTHER METHOD
AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPON-
SIBILITY FOR THE SAFTEY OF EXISTING STRUCTURES,
7, THE DESIGN ENGINEER ASSUMES NO RESPONSIBLITY FOR POOL
CONSTRUCTION IN EASMENTS OR REQUIRED SETBACK AREAS.
PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE
EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTR,
SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH
LOT LINES, IF NECESSARY POOL CONTRACTOR AND /OR OWNER
SHALL VERIFY LAYUOT SHOWN AND ALL DIMENSIONS PRIOR TO
CONSRUTION.
8. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT
THE SITE. MIN. CLEARANCE DIMENSIONS SHALL BE HELD AND
SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY.
IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD
ELECTRIC LINES TO OPEN POOL WATER,
9, POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH
THE LATEST U.S. GOVERMENT SAFTEY STANDARDS.
10. TEMPERATURE OF SPA WATER SHALL BE SET SO THAT
MAX, WATER TEMP. = 102 DEGREES F,
L o
SKIMMER
PRESSURE GAUGE AND
AIR RELIEF VALVE
ANTI - VORTEX
MAIN DRAIN
IMPORTANT NOTE'
NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL
LESS THAN 8' -0' DEPTH AND SPECIFICALLY DESIGNED FOR
DIVING. THIS POOL IS NOT DESIGNED FOR DIVING.
TO SERVICE
PANEL
WP GFI 10' TO
20' FROM WATER
4 48' MIN.
8' I 1 JUNCT.
MIN. � � --L I BOX
\POOL
DECK
117 MAXIMUM SLOPE
IN SHALLOW END
100 WATT LIGHT
W/ LOW WATER
CUT OFF DEVICE
PIPING SCHEMATIC N.T.S.
TC
FILTER
Ili
WATER LINE
l
1' NON- CORROSIVE
COND.
--PUMP W/
HAIR & LINT
STRAINER
MAIN ,� 11
DRAIN
SPST TOGGLE
SWITCH
IN POOL AREA GROUND
ALL BOXES, RAILS, LIGHT,
MOTOR, ECT, W/ #8 WIRE
ELECTRICAL DIAGRAM
GENERAL NOTES
LONGITUDINAL POOL SECTION
N.T.S.
WP MANUAL STARTER SWITCH
12V TRANS.
3- 12 IN 1/2 COND.
NOTE
PUMP
MOTOR
ALL ELECTRICAL
SHALL CONFORM
W/ ART. 680 N,E.C.
MIN 4' FENCE WITH SELF - LOCKING GATES REQ.
AROUND ALL UNSREENED POOLS.
12. WHERE POOLS ABUT OR ARE PLACED NEARBY
SEA WALLS OR BULKHEADS, SPECIAL CARE
SHALL BE EMPLOYED. THE WALLS SHALL BE IN
GOOD CONDITION NOT PERMITTING ANY SHIFTING
OR REMOVAL OR LOOSENING OF THE SUPPOR-
TING SOIL AWAY FROM THE POOL. IF THE
WALLS DO NOT FULLY CONTAIN THE SOILS
BEHIND THEM, THEY SHALL BE REPLACED DR
REPAIRED. CONTINUAL MAINTENANCE OF THE
WALLS IS REQUIRED OF THE PROPERTY OWNER.
WHEN EXCAVATING FOR THE POOL, THE SEA-
WALL TIEBACKS SHALL NOT BE CUT. NOTIFY
THE ENGINEER FOR INSTRUCTIONS, WHEN CONC.
DEADMEN FALL WITHIN THE EXCAVATION.
13, THE CONTRATOR SHALL BACKFILL THE POOL SHELL
WITH CAUTION. THE PLUMBING SHALL NOT BE DIS-
TURBED. BACKFILL SALL BE ACCOMPLISHED WITH
CLEAN SANDS FREE OF ANY ORGANIC MATERIALS
AND SHALL BE PLACED IN 12' THICK LAYERS.
EACH LAYER SHALL BE COMPACTED TO 90% OF THE
SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY.
SOILS BELOW THE PATIO SHALL BE PLACED IN
A SIMILAR MANNER.
14. WHERE PATIOS ARE INDICATED BY OTHERS, THE
PATIO DESIGN NOTES SHOWN ON HTE TYPICAL
WALL SECTION DO NOT APPLY. PATIO DESIGN
SHALL BE BY OTHERS,
15. WARNING' TO EMPTY POOL AFTER CONSTRUCTION,
FOR REPAIRS OR ANY OTHER REASON THE HYDRO-
STATIC UPLIFT PRESSURES BENEATH THE POOL
MUST BE ELIMINATED TO PREVENT THE POOL FROM
FLOATING UPWARD. THE OWNER MUST CONSULT A
POOL CONTRACTOR OR POOL REPAIR CONTRACTOR
EXPERIENCED IN ELIMINATING UPLIFT PRESSURES.
16. THIS PLAN REMAINS THE PROPERTY OF THE DES-
IGN ENGINEER IT IS NOT TRANSFERABLE FROM ONE
CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN
PERMISSION OF THE DESIGN ENGINEER.
11.
W/2 - #3 CONT.
COPING
TILE
�
ATER LINE
m
4' TO 6'
MIN VERTICAL
2' -3' SHALLOW END
3' -0' DEEP END
APPROVED
FINISH
6' MIN,
1
4' CONC DECK W/ SLIP
RESISTANT TOPPING
(W /6 X 6- WL4 X W1.4 WWF)
ON COMPACTED FILL WITH
ALL ORGANIC MATERIALS
REMOVED ( SEE GENERAL NOTES)
8'X8' CONC. FTG \
W/ 1 #5 CONT,
— 2' COVER (CENTER)
4' TOP & 6' BOTTOM
— W/ #3 AT 12' O.C.
EACH WAY,
STEELTEX FORM,
KRAFTBOARD OR EQUIV,
_ #3 AT 12' O.C.
BOTT. CENTERED
TYPICAL WALL SECTION
N.T.S.
( FOR DEPTHS TO 6' -0' )
HYDROSTATIC
VALVE 1 1/2'
1
—X —X —X —
:t
SLOPE
• �
ANTI - VORTEX GRATE
TO BE FASTENED WITH
SCREWS
WELL POINT
THREADED PVC
PIPE
REMOVE GRATE AND WELL POINT
VALVE FROM MAIN DRAIN, AND
ATTACH AUXILLIARY PUMP LINE
WHEN EMPTYING.
WELL POINT DETAIL
3/4' ROCK BED
( MIN, 3 YDS.
ROCK TO STABILIZE
SOIL)
N,T.S.
SIZE & DEPTH
CAPACITY
PERIMETER
PUMP
FILTER
TILE
TURNOVER
COPING
POOL DATA & EQUIPMENT
TYPE OF PATIO
EXIT RAILINGS
t --- - - + - 4r
3w
7,7/A .'/4/
7q L -p:
t lI•f
ioa - k r:
K - 'L r' lz
12 HOURS ( MAXIMUM ) ;t f /c< ,z_
1
ELEVATION OF DECK IN RELATION TO HOUSE'
- 15,9g
7r JJ
/ r r
Tlitbo -Skim
J f4L sry. �il'Tr01+1
1vr2 -
>4N AmaTFr 7 L4 r
MIAMI '/
f F . la rri
r,E1L/ // FiL '
LAN
SOIL STATEMENT
ON SITE INSPECTION INDICATES SAND AND ROCK WITH
A BEARING CAPACITY OF 2000 PSF, THE CONTRACTOR
SHALL NOTIFY THIS ENGINEER IN WRITING, IF OTHER
CONDITIONS ARE ENCOUNTERED,
HYDRAULIC UPLIFT COMPUTATIONS
FLOOD CREST ELV, FOR AREA = 5.0
TOP OF POOL ELV. =1 (0.2&
BOTTOM OF POOL ELV. = t /
HYDRAULIC HEAD = 2.
ALLOWANCE HYDROSTATIC VALVE = - 2.0'
NET HYDRAULIC HEAD = /• ?S
USE MIN, 6' THICK CONCRETE FLOOR SLAB
12' 12' . 18'
SCALE 1/8' = 1' -0'
DETAIL OF STEPS
MSL
MSL
MSL
ar 2 1993
A. YEKTA KAVASOGLU, P.E.
____S___ TATE OF FLORIDA #41310,
PEEL PLAN
NORTH
ca
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alOgUALK
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;D TO [3E NOT LESS
LEVEL DATUM (NGVE,
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AFTER DJSC44NE.CTIC 4 MO' S CUR1NQ Or ALL ELECTRICAL,
ltioiNG MO - UTIL.ITY. $11fRVICE ALL ,1 ERIOR P4RT
Da1JIGt l TR
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1 1-4
_- 8 WITH 1.MACf t T 4AP SHALL B A
t S/ Htu.
1. Ht N,�8 0 10ai - . ,
c... A11 10140 OLAS3 D SHALL IHAve 3t01QARO
L.ATCNEs AY TH C art.
9L' 7H.1A?iNNICNAt1RAf„NOPAPER NO. 1$6AIOR24•
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I. ALL WORK SHALL COMPLY WITH ALL LAWS, THE S.F.B.C.
AND RULES AND REGULATIONS OF THE LOCAL UTILITY
COMPANIES. SEPERATE PERMITS SHALL BE OBTAINED FOR
ELECTRICAL AND MECHANICAL WORK.
2.W]RINO SHALL BE SOLID COPPER WITH TW OR THEN
INSULATION FOR SIZES 010 AND SMALLER, AND STRANDED
COPPER WITH THW INSULATION FOR SIZES 1i8 AND LARGER.
3. ALL WIRING SHALL BE UNIFORMLY COLOR CODED
THROUGH —OUT THE ENTIRE PROJECT. COLORED INSULATION
SHALL BE USED FOR SIZES 010 AND SMALLER AND APPROVED
COLOR TAPES SHALL BE USED FOR SIZES 08 AND LARGER.
4. ALL POWER WIRING SHALL BE IN RACEWAYS AS FOLLOWSs
— INTERIOR WORK EMT
- CONNECTIONS TO EQUIPMENT IN FLEX CONDUIT
5. VERIFY ACTUAL METHOD AND LOCATION OF SERVICES TO
MECHANICAL EQUIPMENT PRIOR TO ROUGH -IN
6. VERIFY BRANCH CIRCUIT REQUIREMENTS OF EQUIPMENT
AGAINST NAME PLATES OF THE ACTUAL EQUIPMENT INSTALLED
7. WIRING DEVICE PLATES IN FINISHED AREAS SHALL BE OF
PHENOLIC COMPOUND WITH POLISHED FINISH. WIRING DEVICE
PLATES IN UNFINISHED AREAS MAY BE GALVANIZED STEEL WITH
ROUNDED CORNERS FOR SURFACE MOUNTED BOXES.
8. ALL BATH, KITCII,EH, GARAGE AND EXTERIOR RECEPTICLAS
ON GFI
9. DINING ROOM AND GARAGE, NI.2 TW AND ' 20.AMP BREAKERS
10.SMOKE DETECTORS TO BE POWERED BY DOMESTIC ELECTRIC
SERVICE
11.ORYER AND WATER HEATER WIRED WITH 3010 TW, 1/2"
CONDUIT
12.RANGE AND A.C. WIRING WITH 31,16 THW, 3/4' CONDUIT
13.LIGHTS AND RECEPTICLES WIRED WITH 012 TW., /2'
CONDUIT
14.SWITCH LEGS MAY BE ;N14 IN I /2" CONDUIT.
TYPICAL REQUIRED ELECTRICAL INFORt%4TION
(CHAPTER 45)
LOAD 1 CULATIONS
(TOTAL 1/ SQ.FT. x 3 WATTS /SG.FT
APPLIANCES (NR) x 1.500 WATTS
REFRIGERATOR /FREEZER
DISHWASHER
GARBAGE DISPOSAL
WASHER
DRYER
WATER HEATER
RANGE
SPRINKLER PUMP
WHIRLPOOL PUMP
OTHERS.(sp =cify)
TOTAL
10,000 WTS: x 1OOX
BALANCE x 40%
WTS.
WTS.
WTS.
WTS.
WTS.
WTS.
WTS.
WTS.
WTS.
WTS.
WTS.
�rTS.
tnumvrammatukuRpCNQF%ER NO. 186A•1ex240
DRAWN
CHECKED
DATE
MAY 4, 1988
SCALE'
JOS NO.
OF
SHEET
8
SHEETS
I=) Er e> t c:: Rf - 1 - E 1'Z1.4,:
Trues Design Criteria: SFSC
Top chord live Toad: 30 per
To chord dead load: 15 psi
Sot chord live Toad: 0 psi
Sot chord dead load: 10 per
Duration Factor: 133 %
Wind Design C.rlterfa: ASCE 1 -93
Wind Design Speed: 110 mph
Max Wall Height:
12
5 -1/4"
5Q.
1
1'- 1
-1/2
'
II
DETAIL
TYPICAL TRU6e END
F=IELD BRACING le not the reeponeibllity of
the trues fabricator, trues. designer, nor
plate manufacturer. Truce erectors are
cautioned to eeek profeeelonal advice re-
garding erection bracing which to a lways
required, to prevent toppling and domtnoin•
during erection, and permanent bracing
which may be required in epecifte appTtca-
ttone. Trueees ehai be erected and faetensj
in a straight and plumb position. Trueeee
shall be handled with reasonable care Burin
erection to prevent exceeeive damage or
pereona I InJury.
See engineering for connections, nailing
'schedules, girder plies., etc.
Stsartng H,stght Schsctul(s
411 walls shown on this. layout are bearing
1 1 29' -0"
r
►.....:'..•.�4
w
rrr,T7�
,,,,,,,,,,,
,,,,,,,,,,,
NOTE: Trues reactions. and uplift talcs are
provided for the JOB ENGINEER OF RE-
CORD or the JOB ARCHITECT to accurately
provide for connection of the roof to the
supporting structure. Deetgnere of eupport-
ing connectionna ar.a J<.,.f._CL T 1caperioli<its fai
ths integrity of their product.
Supplied Hanger Capacities.
Label type , Max down Max uplift
A
ENU1 -126
2385
1200
13
ENU1-42 & -N
31&0
1130
C
ElUN26 -2
2815
1 &90
D
ENUN2 -2N
3285
21'35
E
E1-UN28
3410
1845
F
EI-4U1 -428 -N
4110
2515
G
EN1.11-428 -2
4185
2155
N
EI- 4U1428 -2N
4115
2190
E1-4U1- 428 -3N
5335
2850
J
UN 26 L/R
1160
120
Girder trues to girder trues connections
which exceed the capacity of a standard
hanger and trues. to wall connections. are
the reeponeibllity of the builder.
Hanger's not listed are supplied by the bldr.
31-40P DRAWIi C3 APPROVAL
This drawing is the sole source for
fabrication of trusses and voids all
previous architectural or other lay-
outs. Approval of this layout is re-
quired before any work can be done
Please verify truss placement, dir-
ections, dimensions, bearing condi-
tions, pitches, shapes, overhangs,
and heel heights. Careful' checking
at this point can save you costly
repairs and alterations later.
.____±p proved By: Date:
State of Florida Regtetra E,gineer
Maurice A. Sha ehoua, P.E., I,,c:
11295 Lakeview Dr. '
Coral Springs, FL 33(2)1I 1 JUL 2001
(954) 153 -1$88 1 /
1 , i,a
Tit G
ss
ittlal L ail
Ph " (954) 491 -3310 Fax (954) 491 -8231
RICHARD 53UELL G. C.
"44 "266 FEE RES.
295 NE 94 ST.
MIAMI SNORES
SCAM
1/4"21'-0"
o,ww WI
D. 4 4!4oJA
DR•O.q wean
1288 -1
- .,tor I
0.411. 1-5-01
771. .ot D.A.
e ooP rr�uss
10 -8 -0
40
r FLAN
i
EDWARD
qN"' s
0
CONSULTING ENGINEERS
ERS
T his submittal has been
c oncept sand i•lforrr „n +inr,
completer•ess• rr Yi -nemsi
construction e ,
ari
0
the cis ID, res y Q,: .
!
0 exceptions taken
0 Make corre
SUILDER MUST FIELD vE Iri EXISTING; PITCH
EXISTING HEEL
EXISTING OvE RI -44NC.
ALL DIMENSIONS
L rieviewer --�
Submittal No
rev „f ^eedyrfo �onformanc.e ;vith design
t �O :
hS Q Rntities safety ' t' AGCUr &Cyr
or C8Ut10
Jt ons rut 7E1,
Y .,..r u , enia:o
•"
rAl E
7 4 i/-frio t
s: .;s ,
.�.:�.r iti, ,.,- � �' t ,hi�iili� Af,i,)I_OI;i'J - rf
t1 �h:Ar.l c'i �' � 1 1�� +C u � .. ✓ a'• i ., .,, � � 1::+ FOR AO +.0 ACV
- ,,.
Ji • G,t d45�i%.51t��
SNIT! l t t t `C .'r' i V!. ^7 IEi)
rr1tS � y R c•1t1i {I ,ltillli IS ��� {r t ��, . •,,
7� .; 1 rt , r pp
RECLIL'AT arla,f�1.. 1,■r ti�«JI ���lar�i iii 5�� r4 i
•1..E- .-e(-- M.d_—,. -'Ir . s' r-• T^ ay-, tiW�._..:. r+ rwrvawr� _ +�..ra- r...�..�.- ..�r..�r..�.
JOB” 0142
y
/
B - t - L1
"-DN
r
w
X
w
10 - 8 - 0
e ooP rr�uss
10 -8 -0
40
r FLAN
i
EDWARD
qN"' s
0
CONSULTING ENGINEERS
ERS
T his submittal has been
c oncept sand i•lforrr „n +inr,
completer•ess• rr Yi -nemsi
construction e ,
ari
0
the cis ID, res y Q,: .
!
0 exceptions taken
0 Make corre
SUILDER MUST FIELD vE Iri EXISTING; PITCH
EXISTING HEEL
EXISTING OvE RI -44NC.
ALL DIMENSIONS
L rieviewer --�
Submittal No
rev „f ^eedyrfo �onformanc.e ;vith design
t �O :
hS Q Rntities safety ' t' AGCUr &Cyr
or C8Ut10
Jt ons rut 7E1,
Y .,..r u , enia:o
•"
rAl E
7 4 i/-frio t
s: .;s ,
.�.:�.r iti, ,.,- � �' t ,hi�iili� Af,i,)I_OI;i'J - rf
t1 �h:Ar.l c'i �' � 1 1�� +C u � .. ✓ a'• i ., .,, � � 1::+ FOR AO +.0 ACV
- ,,.
Ji • G,t d45�i%.51t��
SNIT! l t t t `C .'r' i V!. ^7 IEi)
rr1tS � y R c•1t1i {I ,ltillli IS ��� {r t ��, . •,,
7� .; 1 rt , r pp
RECLIL'AT arla,f�1.. 1,■r ti�«JI ���lar�i iii 5�� r4 i
•1..E- .-e(-- M.d_—,. -'Ir . s' r-• T^ ay-, tiW�._..:. r+ rwrvawr� _ +�..ra- r...�..�.- ..�r..�r..�.
JOB” 0142