602 NE 96 St (12)Item 1:
Item 2:
Item 3:
Item 4:
Item 5:
Item 9:
ADDENDUM: NO. 3
OWNER; MIAMI SHORES PRESBYTERIAN
CHURCH. MIAMI SHORES, FL A.
DATE: OCTOBER 31, 1966
The plans and specifications for the above project, dated Oct ber 7, 1966, are
hereby mended as follows:
Toilet Partitions specified under Section 10 - Cabinet W rk:
Mid-South Distributors, Inc. mica covered toilet cori.partment
"A" is acceptable
Electrical Work: The Executone sound equipment is acceptable
as equal to the equipment shown on the electrical drawings.
Structural Sheet S -2: Footing (1) not shown shall be: 4 " °0" x
5 °90°° x 12" deep with five 4t6 reinforcing steel rats long way
at bottom and .six *5 reinforcing steel rods the short way at
bottom.
Catwalk framing shall be changed as per the attached Drawing
S -8, dated Oct. 27, 1966, which supersedes the framing plan
for catwalk shown on Drawing S-7.
The wood for light trough shown on drawings E-4 A-10 and A-18,
including the 1/4" asbestos, shall be furnished and installed
under Carpentry.
Item 6: Acoustical plaster on face of Gallery shall be returned under
Gallery t. the glass wall at rear of Nave.
Item 7: II rag Glass_Doors: Door #23 shall be two 3 -0" doors with
one sliding scree r o Door #15 shall be four 3 ° =0'° doors with tw
sliding screens.; (Screens to be 3 ° -0" width a1s
Item 8: ;Fascia at gable end of roof on Office and Staff Building shall be
cut from a 2" x 12" all-clear "B" and Better Fir or Larch, and
f*rmed to fit profile at the gutter.
The following National Gypsum Company "Gold Bond" Products are
acceptable as equal to those products included in the specifications:
Section 5: "Metro Mix" for poured Gypsums Deck.
Section 17: "Sprayolite" for acoustical piaster.
Addendum #1
Miami Shores Presbyterian Church
Page 2
Item 10: Stonework: Coat or groove back of keystone veneer to clear the
intermediate supporting . angle lintel so that there will not be
continuous horizontal Mortar Joints and interrupted courses (Ashlar
pattern) of stonework will be maintained.
Item 11: New Roof for Existing Staff Building: The . existing staff building
will be vacated by the Owner including all furnishings during
the time required for installation of the new .robf.
Item 12: Sprinkler System Work: In order to simplify the bidding of the Sprinkler
System Work included under Section 34 of the specifications, the
General Contractor shall include a Cash Allowance of $3 in
his bid to cover the sprinkler system work only.
Lawn work specified under this section shall >iat be a part of this
allowance, but shall be included as specified in the proposal bid.
Item 13: Sand Finish Platter: Walls and ceilings of the near Sanctuary including
Chancel, West Transept, East Transept, Nave West Aisle East
Aisle, Narthex; Foyer, East Stair, West Stair end Gallery (except
acoustical plaster as called for in Item 6 of this Addendum) stall be
fine sand finish texture i::stead of smooth piaster as indicated on
Sheet A-20 of the drawings.
Necessary precautions to protect the interior of the area during
this time shall be taken by the Contractor as it shall be his respon-
sibilityto replace any existing ceiling, walls, floors, etc. damaged
while the new roof is being installed.
Item 14: Sleet S-2 off Drawings: Notation "Tie beam reinforcing must be
welded to steel columns" shall be amended toyead as follows:
"Reinforcing for all concrete beams framing into steel
columns shall be welded to column."
Item 15: Clay Tile Roofing (additional data for bidding) : - All angled starter tile,
angled gable tile, etc. shall be factory fabricated to fit the condition
and to be flush with full thickness at edge.. Ridge tile shall be formed
in. one piece to extend down each roof slope 6".
All tile shall be laid with exposure to weather not exceeding 10" and
in such manner, that head lap is not less than 3" .
j
Addendum *1
Miami Shores Presbyterian Church
Page 3
Item 15 - Continued:
We nailing of, the is required, nails shall be copper and of length
required to penetrate through roof insulation and into wood deck 1 -1/4" o
Any.cement mortar that wilt be visible shall be tinted to snatch_cotor of
clay tile.
Local represent for Lnadowici tile: Mr inborn, 2240
C ®& May Phone: 44502214
Item 16: Section 26 ° Air Conditioning: City Plumbing Company, 4646, No W
17th Avenue, Miami, has been added to the list of approved air
conditioning contractors.
WAHL SNYDER & ASSOCIATES , ARCHITECTS
1177 Na E. 79 St. Miami, Fla.
1
mmml:31
'ROCESS NO: X2005234909
ARk
02 NE 96
1 2ANJ SHORES,
REVIEW FEE
TYPE CODE
FIRE F053 FIRE FEE
RiJAMEI-rADE COUMIT
MISCELLANEOUS RECEIPT
tour FEE
DESC AMOUNT
13.00
13.00
9/ 9/2005 14:50 YOENIS 20509090079 RUNZ&ZNY CENTRAL 13.00
09/09/2005
Page: 1 Document Name: untitled
AMISCAPL BUILDING DEPARTMENT
09/06/2005= ADD MISCELLANEOUS APPLICATION
14:29:04
APPLICATION DATE 09/06/2005 PROCESS NO.
OTHER DEPT. APPLICATION # OR BLDG DEPT. PERMIT # /ADDRESS: 11660
CONTACT NAME MARK SUB TOTAL
ADDRESS 602 NE 96 ST
CITY MIAMI SHORES STATE ZIP PHONE 3
COUNTY AGENCY
SALES FEE UNIT USER
TYPE CODE UNITS DESC FEE DESCRIPTION ID
FIRE F053 1300 EACH FIRE FEE SIMMONS
PF1 = UPDATE
NEXT SCREEN NEXT KEY
MISC APPLICATION ACCEPTED...ENTER NEXT KEY TO CONTINUE
Date: 9/6/2005 Time: 2:31:58 PM,
BNZM1142
PAGE 1
SIMMONS
X2005234909
055283037
PAID
FEE IND
13.00
$13.00
PF9 = MOD MISC APL
HED
iM:t AM I --DA DE COUNTY
BUILDING DEPARTMENT
09/09/2005 14:50 -
REGISTER : RBNZBZNY CENTRAL
CASHIER : YDENIS
TRANSACTION is 20509090079
PROCESS PERMIT FEE DUE
X2005234909 $13.00
TOTAL :
CREDIT TENDERED:
TOTAL :
CHANGE ISSUED :
$13.00
$1"3.00
$0.00
413.00
Signat
Approved
MIAMI -DADE COUNTY FIRE RESCUE
REQUEST FOR MUNICIPALITY PLANS REVIEW
Fire Dept. Plan Tracking # (FOR OFFICE USE.)
Previous Track # (FOR REWORK OR REVISION.)
Fire Dept. Application #
Permit T s e (CHECK ONE.)
ire Alarm • ermit
Sprinkler System Permit
Fire Suppression/System Type:
Water Main Ext./Fire Hydrant Permit
Other Permit
Review Status (CHECK ALL THAT APPLY.)
New Permit Application
Rework of a plan still in process
-11 to an existing permit
Expired Permit or Renewal
Restamp
Not Applicable for Fire Review
Other
Permit Information (CHECK ONE.)
Stand -alone Permit
Subsidiary Permit
Master Permit)
SCOPE OF WORK: (L I (S 1'u 4. 640 Li L- 1/1 w I
PLEASE PRINT ALL INFORMATION CLEARLY
Project Name: Ai /AAA I 5 1 1 ,iit4 P67A/S 15 (/] �/�.14, Cki- w14/14---'
Job Address: Z /v GI (D 1
Municipality of: l tjl /AIM 1 OCXPC S
Contact Person: M .4iQJ4 Cikw1PG -
Phones: #1(3°S ) 25. 3 3 7 LEL #2 (3O ) 7S`y • 2.$)q,
State: f"
Zip: 13 E5
Company Name:
v
Permit Relationship: (i.e. Own =t' ng., Expeditor, Contractor, etc.)
Cost of Contract: $ VD, , DvO
Number of Heads/Devices: Number of Units:
Square Footage: e S 47.2 0
Number of Stories: 2 —
NOTE: Our department will make every effort to have Fast Track review within 3 - 5 business days and Drop Off review within 9 business days.
I have read the above NO
at the rate of 'Of
one -hour. '
nd I am requesting a Special Request Plans Review to be scheduled as soon as possible
A . nd $65 per each additional hour in addition to the review fees. Minimum charge
*�% % Print Name:
Registered by:
Drop Off Review:
For Office Use Only �y
Date: 0
Fastrack Review:
Disapproved N/A Fee $
For plan review info9tion call: Miami -Dade County Fire Engineering (786) 315 -2771
For inspections call: Miami -Dade County Fire Prevention (786) 331 -4798
08 /04RG
N /A:
I, c)`L. (`C?21 oonttactom ' , picked up 2 sets of plans for
(address) a a qCv the Building and Zoning Department on (date)
fr q 04
understand that the plans need to be brought back to Miami Shores Building and Zoning to
continue the permitting process.
RECEIPT
- 10,ex4Tilia r
BUILDING AND ZONING DEPARTMENT
10050 N.E. SECOND AVENUE
MIAMI SHORES, FLORIDA 33138-2382
TELEPHONE (305) 795-2204
FAX (305) 756-8972
to have corrections done to plans and/or get County stamps. I
FIRE RESISTANCE DIRECTORY (BM)
i15TANCE RATINGS - .ANSI/U1263 (BXUV)— Continued
shall be located on alternating sides of aoss tee flange.
joints, wallboard screws shall be located 1/2 in. from , fastened to main with wallboard
skis
side joints, midway between intersections with cross tees (24 in.
joints of adjacent wallboard sheets shall be staggered not less
OC Wallboard sheets screw-attached to flange of wail channel
!board saws spaced 12 in. OC. •
d Gypsum Inc.—Type BG-C or 00063.
radian Gypsum Company —Type C.
otex Corp. —Type C, FRP or SF3.
dfnental Gypsum Company -Type CG-3 or CG-C.
de Gypsum Products --Type EG-C.
Gypsum Corp.—Types 5, C, GPFS3, GPFS-C.
ionat Gypsum Co., Charlotte, NC —Type FSW-4 or FSW-G.
co Gypsum Co. —Type C, PG-3 or PG-C.
attic Gypsum Co. -Type RG-3 or RG -C
idard Gypsum Corp. —Type SG-C or SGC-G.
pte- Inland Forest Products Corp. —Type TP -5.
ted States Gypsum Co. —Type C.
' Nano SA de CV —Type C.
atlboard —No. 6 Phillips- -type; Type S self - drilling and
g, 1 in. long. Screw heads may be either exposed or covered
cement
thing System —(Not shown) — Wallboard joints may be
sect or covered with paper tape and joint compound. As an
tom 3/32 in. thick gypsum veneer plaster may be applied to
aaface of the Classified gypsum wallboard.
finishing System— Acoustical Maietial *—(Not shown)—
oousiicat trite may be laminated to the entire surface of the
mum wallboard.
Manufacturer—Any UL Classified aawstical material and
sive with a flame spread of 25 or less (See Building Materials
h:tary).
Classification Marking
Design No. P510
ssembty Ratings -1 and 1 -1/2 Hr. (See Item 16)
Assembly Ratings-1 and 1 -1/2 Hr. (See Item i6)
LOOK FOR MARK AN Mttt iniuer
FIRE RESISTANCE DIRECTORY (BXRH)
FIRE RESISTANCE RATINGS - ANSI/U1263 (BXUV)— Continued
521
Beam —(Not shown) —W8X13 min size. As alternate to steel beam, Joist
girders (Not shown) -20 in. min depth and 1.3 lb/lin ft min weight.
1. Roof Coveringg*— Consisdn of hot mopped or cold application materials
compatible with insulation(s) described herein which provide Class A, B
or C cols u inegqs. See Roofing Materials and Systems Directory -Roof Covering
Materials(tEVT).
1A. In lieu of Item 1, roof covering consisting of single -ply ' Roofing
Membrane that is either ballasted, adhered or mechanically attached as
permitted under the respective Classified company's Classification. See
Fire Resistance Directory-Roofing
16. Metal Roof Deck ry Membrarres (CHCI),
Panels .— (Not shown) —In addition to or in lieu of
Items 1 or 1A, the roof covenng may consist of a mechanically fastened
metal roof deck panel assembly. See Fire Resistance Directory-Neill Roof
Deck Panels* (CEiW).
2. Roof Insulation — Mineral and Fiber Boards * - 24 by 48 in., min size,
max size 48 by 96 in., to be applied in one or more layers. Boards to be
installed dicular to gypsum wallboard direction with end joints
staggered adjacent rorows. When applied in more than one layer,
each
in. in order board h ay r of o bobo to offset in both directions from layer below a min
overall thickness). (cap all joints. Min thickness 1 in. (No limit on max
When only one layer is used it must be bonded to gypsum wallboard or
vapor barrier with adhesive. When two or more al yers are used the
insulation may be fastened to steel roof deck (through gypsum board)
with mechanical fasteners provided at least one layer of insulation is
used over the mechanical fasteners. The individual layers may be bonded
together with adhesive or hot asphalt
• BMCA Insulation Products Inc---Permalite.
Fianada, Inc
GAF Corp. —Rigid mineral fiber boards-- GAFTEMP Pertite.
Owens-Coming � Fiberglas and Paroc Capboard.
O
Schuller International Inc.—Rigid mineraal glass fiber board
2A. Roof Insulation.—.Foamed Plastic * —As an alternate to Item 2, nominal
4
over the gypsum ft by 8 ft phenolic foam insulation boards a in one or more layers
law staggered a min H of 6 in the layer below. minathickness insulation
wltie no wax for overall thidmess. The insulation 1 in.
of layer(s) Ue shall suppl
with ode la
in sheets nominal4 ft gypsum wallboard (Classified or Unclassified) supplied
in sh from insulation mi 4 by 12.5 ft by 1/2 In thick with all joints staggered
shall be fastened to s�teel deck with Insulation 0.140�m threaded shank
Phillips, bugle or trumpet head, self ,"self - tapping steel screws.
Screws and fastener spacing per manufacturer's speci
26. Foamed Plash *c r M Systems, an alalti� to Items 2 and 2A, pot ,at
or phenolic foamed plastic insulation boards, yor 96 in., in.o
be applied in one or more nom 48 b 48 or >
ratings and 2.0 in. for the 1-1/2 Min e No s i 1i2 n. for the i h
limit o
thicmess. Boards to be installed with end joints staggered a max of 6 in.
in adjacent rows. When applied in more than one layer, each layer to be
522 FIRE RESISTANCE DIRECTORY (BUN)
FIRE RESISTANCE RATINGS - ANSI /UL263 (BXUV) - Continued
offset in both directions from layer below a min of 6 in. in order to lap
all joints.
Apache Products Co. -Pyrox.
Atlas Roofing Corp.- ACFoam II.
Carlisle Syntec Systems, Div. of Carlisle Corp. -Types HP, HP -N,
HP -W.
Cetotex Corp.-Types L, 0.
Firestone Building Products Co.-"ISO 95+FK°, "I50 95+GL ", '150
95+GW', °Rhoflex Isocyanurate Fr, "Rhoftex Isocyanurate GI',
°Rhofiex Isocyanurate GW'.
GAF Materials Corp. - Isotherm R.
Loadmaster System Inc- Loadmaster Potyisocyanukate Insulation.
NRG Barriers Inc- E'NRG'Y 2, PSI 25.
Rmax Inc- Multi -Max FA.
Schuller International Inc. -Types 141, 142.
Trento Inc.-Trisotech G.
2C. Building Units * -As an alternate to Items 2 through 2B,
potyisocyanurate foamed plastic insulation boards, nom 48 by 48 or 96
in., faced on underside or both sides with mineral and fiber boards.
Boards to be installed with end joints staggered a min of 6 in. in
adjacent rows.
Schuller International Inc.
2D. Roof Insulation- Foamed Plastic * - Alternate to Items 2 through 2C.
Any thidmess polystyrene foamed plastic insulation boards bearing the
UL Classification Marking, having a density of 2.5 pcfmnhax, installed on
top of min 1 in. thick Mineral and Fiber Boards (Item 2) and covered with
either the Built-Up Roof Covering (Item 1) or single -ply roofing membrane
(Item IA). See Foamed Plastic* (BRYX) category in the Building Materials
Directory or Foamed Plastic* C category in the Fire Resistance
Directory for list of Classified companies.
2E. Building Unfts -As an alternate to Items 2 through 20, polyisocyanurate
foamed plastic insulation boards, nom. 48 by 48 or 96 in., faced on the
top surface with oriented strand board. Min. thickness of the
polyisocyanurate core is 1.2 in. for the 1hr. ratings and 2.0 for the 1 =1/2
hr. ratings. No limit on max overall thickness. Boards to be installed with
end joints staggered a min. of 6 in. in adjacent -rows.
t asR Ong Corp. - ACFoam NailBase Insulation, Vented-R.
r Firestone Building Products Co,- Naitbase.
NR6 Barriers, Inc- Nailboard,
2F. Building Units * -As an alternate to Items 2 through 2E, potyisocyanurate
foamed plastic insulation boards, min thidmess of 1.2 in. for 1 hr ratings
and 2.0 in. for the 1 -1/2 hr ratings; nom 48 by 48 or 96 in. faced on both
sides with mineral and fiber boards. boards to be installed with end
joints. Staggered a min of 6 in. in adjacent rows.
Atlas Energy Products.
26. Building Units * -As an alternate to Items 2 through 2F, polyisocyanurate
foamed plastic insulation boards faced on the underside (or both sides)
with mineral fiber board. Min thickness of the polyisocyanurate core is
1.2 in. for the 1 hr ratings and 2.0 in. for the 1-1/2 hr ratings. No limit
on max overall thickness. Boards to be installed with end joints
staggered a min of 6 in. in adjacent rows. Adhesive (Item 3)• may be
applied between the building units and the vapor retarder (or gypsum
wallboard if vapor retarder is not used).
Firestone Building Products Co. - 95+ Composite°, "Rhofiex
Isocyanurate Composite'.
NRG Barriers, Inc- ENRG'Y 2 Composite, Barrier Board Plus,
ISO-ROC.
2H. Building Units * -As an alternate to Items 2 through 2G, polyisocyanurate
foamed plastic insulation boards faced on the underside with wood fiber
board. Min thickness of the potyisocyanurate core is 1.2 in. for the 1 hr
ratings and 2.0 in. for the 1 -1/2 hr ratings. No limit on max overall
thickness. Boards to be installed with end joints staggered a min. of 6 in.
in adjacent rows.
Firestone Building Products Co. -ISO 95+ Wood Fiberboard
NRG � , Inc- ENRG'Y -2 Plus.
21. Foamed Plastic * -A5 an alternate to Items 2 through 2H, extruded
polystyrene foamed plastic in i insulation boards to be placed on top of
in Foamed p boat to be covered with oushed stone on n
pavers at a rate of 10 p§f, min.
2J. Foamed Plastic * -as an alternate to Items 2 through 21 (for 1 hr.
ratings only). Extruded polystyrene foamed plastic boards to be installed
in one ro more layers over gypsum wallboard (Item 4). Joints of gypsum
wallboard to be covered. with 4 in. wide foil tape. Min thickness is 1 in.
when a min 1/2 in. thidc layer of mineral and fiber board (Item 2) is
installed on top of. the foamed plastic. Min thidmess is 3: in: when the
mineral and fiber board (Item 2) is omitted. No limit on max thickness.
All joints between layers offset min 6 in.
Dow Chemical USA
2K. Foamed Plastic* -Not Shown -As an alternate to Items 2 through 2J,
LOOK FOR MARK ON PRODUCT
FIRE RESISTANCE DIRECTORY (BXRH)
FIRE RESISTANCE RATINGS - ANSI/UL263- (BXUV) Continued
potyisocyanurate foamed plastic insulation boards, nom 48 by
in., with formed channels on the top side and a flat bottom fa
applied in one layer. Min thickness (as measured at thinnest
board) is 1.2 in. for the 1 hr ratings an 2.0 in. for the 1 -1/2 hr
No limit on max thickness (as measured at the thickest section of
board). Insulation covered with field applied 3/8 min thick
APA rated sheathing for use with Class A or C asphalt glass -mat or .:
organic shingles. Sheathing installed with all joints offset min 6 in.
joints of insulation boards.
GAF Materials Corp. -Type INSUL -AIR.
NRG Barriers, Inc -Type ISO -VENT.
21. Building Units * -As an altemate t6 Items 2 through 2K, po . .
foamed plastic insulation boards, nom 48 by 48 or 96•in., faced
top surface with gypsum board. Min thickness of the po
core is 1.2 in. for 1 hr ratings and 2.0 in. for the 1 -1 /2hr ratings
limit on overall thickness. Boards to be installed with end
staggered a min of 6 in. in rows.
NRG Barriers, Inc. -E NRG'Y 2 G m Composite.
3. Sheathing Material * -( Optional)- ifirfilm vapor barrier, applied
adhesive to gypsum wallboard. Adjacent sheets overlapped 2 in.
BMCA Insulation Products Inc
3A. Sheathing Material*.- (Optional) -In lieu .of Item 3, a setfa
rubberized asphalt roofing underlayment membrane which may be
on top of the gypsum wallboard (Item 4) or on the roof insulation
2 or any non - polystyrene foamed plastic insulation covered.
alternate to Item 2).
W. R. Grace & Co:, Conn Construction Products Div.-Grace Ice
Water Shield
38. Sheathing Material *_(0ptionaL) -In lieu of Items 3 and 3A,
self - adhered rubberized asphalt roofing underlayment membrane
may be placed on top of gypsum wallboard or on the roof i
(Item 2).
Carlisle Coatings & Waterproofing Inc.-CCW-707.
4. Gypsum Wallboard- (Classified• or unclassified) - Supplied in
in. thick. Min ht 2.0
Applied perpendicular to steel roof deck direction with ad
nom 2.by 4 ft to 4 by 12 ft, by nom 5 /8
joints to occur over nests of steel roof deck with end joints staggers
ft in adjacent rows.
See Wallboard, Gypsum (CKNX) category for names of manufa
5. Steel Roof Deck -Min 1 in. deep, 25 in. wide, fluted gals steel
0.023 in. thick (24 gauge). Flutes approx 4 in. OC, crests apprmc
in. wide. Welded to supports with welding washers 12 in. OC. Side laps
adjacent units welded or secured together with No. 12 by 1/2
self- drilling, self - tapping steel screws midway between steel joists o,i,
Classified Steel Floor and Form Units` -1 -1 2 in. deep, eep, 24, 30 or 36 is
wide, gals steel units. Min gauge is 22 MSG. Welded to ports Ali;
welding washers 12 in. OC. Side taps of adjacent units weldor secant
together with No. 12 by 1/2 in. self-drilling, self - tapping steel screws
midway between steel joists.
Bowman Metal Deck Div., Armco Inc -Types B, N.
Loadmaster Systems, Inc. -Types ED, HD, PS, SS -200, SS -300.
Martyn Steel Decks, Inc.- Types -B, EF, F, HF.
Wheeling Corrugating Co., Div. • of Wheeling- Pittsburgh Steil
Corp.-Types B, BW, N, TF-75, -125, -200.
6. Adhesive* A of Nor Corp.-Types 1.5A, 1.58, 1.581, 1.5F
wallboard in 1 2b in wide in. OC at 0.4 gal r 1 nd ��
/ g per 100 sq R
Applied in 1/2 in. wide ribbons 6 in. OC, at 0.4 gat per 100 sq ft, between
gypsum wallboard and vapor barrier and between vapor barrier and:
mineral and fiber boards, or directly between gypsum boards and roof
insulation when vapor barrier is omitted. May also be applied at the same
rate between layers of roof insulation.
BMCA Insulation Products Inc
6A. Mechanical Fasteners -(Not shown) -Any steel nail or steel dip type
fastener with metal or plastic washer designed for the purpose, may be:
used to attach one or more layers of insulation to steel roof de -
(through gypsum board).
68. Not Asphalt or Coat Tar Pitch --(Not shown) -May be used as an
alternate to adhesive between layers of roof insulation at a rate not to
exceed 35 lb per 100 sq ft.
7. Steel Joists -Type 10.14 or 12K3 min size. As an alternate, LH -
steel joists spanning no greater than 60 ft. may be used. For spans
greater than 60 ft. L.H -Series joists may be used provided that the
vertical deflection under published total load shall not be greater than
1/244 of the joist span. Joists may be spaced a• max 72 in. OC and welded '•
to end supports.
8. Bridging -Steel angles or bars, min 1/2 in. diam, welded to top
bottom chords of each joist.
9. Cold Rolled Channels - For joist spacings max 48 in. OC, min 0.053
thick (16 gauge) painted cold -rolled steel channels, 1-1/2 in. deep with
9/16 in. flanges. For joist spacings greater than 48 in. 0.C. but not more
than 72 in., min 0.093 in. thidc (12 gauge) painted cold rolled steel 'x
FIRE RESISTANCE DIRECTORY (BXRH)
FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV) Continued
• channels, 2 in. deep with 1 -1/8 in. flanges. Two channels tied badc to
bark with 18 SWG gals steel wire 48 in. OC and wire -tied to top of joist
bottom chord. Channels spaced as required to provide attachment
• provision for ceiling hanger wires.
10. Hanger Wire—No. 12 SWG gals steel wire tied to tower chord of joists or
cold -rolled channels tied face to face with 18 SWG gatv wire. Hanger
wires spaced not over 48 in. OC, along main runners and located at ends
of main runners at waUs and at comers and midspan along 4 ft sides of
light fixtures.
It Air Duct —Min 0.034 in. thidc (20 gauge) gate steeL Total area of duct
openings not to exceed 57 sq in. per 100 sq ft of ceiling area. Area of ind
duct opening not to exceed 113 sq in. Max dimension of opening 12 in.
Duct supported by cold - rolled channels, spaced approx 24 in. OC.
12. Damper —Min. 0.056 in. thick (16 gauge) galy steel, 16 by 16 in.
protected on both surfaces with 1/16 in. thick ceramic fiber paper and
held open with a Fusible Link. (Bearing the UL Listing Mark.) Damper to
overlap duct outlet 1 in min.
13. Fixtures, Recessed Light—(Bearing the UL Listing Mark) — Fluorescent
lamp type, steel housing, 2 by 4 ft size. Fixtures spaced so their area does
not exceed 24 sq ft per 100 sq ft of ceiling area. Wired in conformance
with the National Electrical Code. Fixtures and ballasts must be considered
for these ambient temperature conditions before installation.
14. Fixture Protection - Wallboard, Gypsum*-1/2 or 5/8 in. thidk,_cut into
pieces to form a five sided enclosure, trapezoidal in cross section, approx
1/2 in. longer and wider than the fixture with sufficient depth to provide
at least 1/2 in. clearance between the fixture and enclosure.
Canadian Gypsum Company —Types C, IP -X2.
Celotex Corp. —Type FRP.
G-P Gypsum Corp. Types 5, GPFS -C.
' United States Gypsum Co. —Types C, IP -X2.
Yeso Panamericano SA de CV —Types C, IP -X2.
15. Steel Framing Members * —Main runners nom 12 ft long spaced 4 ft OC.
Cross channels, nom. 4 ft tong, installed perpendicular to the main
runners, spaced 24 in. OC. Additional channels used at 8 in. from each
side of light fixtures and from butted end joints. Channels dipped into
main runner slots. At walls channels secured to wall angle with 1/2 in.
long self - drilling and self- tapping screws having a thread diam of 0.138
in. and 5/16 in. diam heads. The cross tees, supporting the 4 ft sides of
tight fixtures are 4 ft long, and installed perpendicular to the main
runners.
CGC Interiors—Type RX main runner and cross channeL Types DXL
or DXLG cross tee.
USG Interiors, Inc.—Type RX main runner and cross channeL Type
DXL or DXLG cross tee.
15A. Alternate Steel Framing Members *—(Not shown) —Main runners nom
12 ft long spaced 48 in. OC. Cross tees nom 4 ft tong' installed
dicular to main runners and spaced 24 in. OC. Additional cross tees
ted 8 in. from and on both sides of each wallboard end joint and
each recessed light fixture.
Chicago Metallic Corp. —Types 650, 670.
158. Steel Framing. Members* —(Not shown) —As an altemate to Items 15
and 15A. Main runners nom 12 ft long, spaced 48 in. OC. Ends of main
runners at walls to rest on wall angle, without attachment, with 1/2 to
3/4 in. end clearance. Primary cross tees (1 -1/2 in. wide across•flange)
or cross channels, nom 4 ft long, installed perpendicular to main runners
and spaced 24 in. OC. Additional primary cross tees or cross channels
required at each wallboard end joint, 8 in. from and on each side of
wallboard end joint, and 8 in. from each side of tight fixtures. Secondary
cross tees (15/16 in. wide across flange), nom 4 ft long, installed at
sides of tight fixtures.
Armstrong World Industries, Ina —Type. DFR -8000.
15C. Steel Members* - (Not shown) —As an alternate to Items 15, 15A and
15B. For use with 1/2 in. thick wallboard only. Main runners nom 12 ft
long, spaced 48 in. OC. Cross channels, 4 ft long, installed perpendicular
to main runners and spaced 24 in. OC. Additional cross channels required
8 in. from and on each side of wallboard end joints, and 8 in. from each
side of light fixtures. Cross tees, 4 ft. long installed perpendicular to
main runners to support the 4 ft sides of light fixtures. J- shaped metal
trim molding, installed at perimeter of light fixtures to cover and support
the exposed wallboard edges.
Chicago Metallic Corp. —Type 630.
16. Wallboard, Gypsum * —(For use with steel framing members described in
Items 15 and 15C) -1/2 and 5/8 in. thick, 4 ft wide, installed with tong
dimension perpendicular to cross channels with side joints centered
along main runners. Wallboard fastened to cross channels with 1 in. tong
wallboard screws located 1/2 in. from end joints and 1 -3/4 in. from each
side joint and spaced 12 in. C along the end joints and in the field. End
joints of adjacent wallboard sheets shall be staggered not less than 2 ft.
Wallboard sheets screw - attached to leg of wall angle with wallboard
screws spaced 12 in. OC.
When alternate Steet Framing Members* (Item 15C) are used, wallboards
installed with tong dimension (side joints) perpendicular to the cross
LOOK FOR MARK ON PRODUCT
FIRE RESISTANCE DIRECTORY (BXRH) 523
FIRE RESISTANCE RATINGS - ANSI/U1263 (BXUV) Continued
channels and 4 ft cross tees, and with the side joints centered along the
main runners. Wallboard fastened to cross channels with wallboard screws
located 1/2 in. from butted end joints, with one screw located at the
midspan of the cross channel, one screw located 12 in. from and on each
side of the channel midspan, and one screw located 2 -3/4 in. from each
side joint End joints of the sheets shalt be staggered as described above
Joints to be covered with paper tape and joint compound.
Wallboard Restrained Unrestrained
Mildness. Assembly Assembly
In. Rating Rating
1/2 1hr l
5/8 1 -1/2 hr 1 -1/2 hr
Borst Gypsum Inc. —Type BG-C.
Canadian Gypsum Company —Type C or IP -X2.
Celotex Corp. —Type FRP.
Continental Gypsum Company —Type CG-C.
Eagle - Gypsum Products —Type EG-C.
6-P Gypsum Corp. —Types 5, GPFS -C.
Pabco Gypsum Co. —Type C or PG-C.
Republic Gypsum Co. —Type RG-C.
Standard Gypsum Corp. —Type SG-C.
Temple- Inland Forest Products Corp. —Type TP -5.
United States Gypsum Co. —Types C, IP -X2.
Yeso Panamericano SA de CV —Types C, IP -X2.
16A. Wallboard, Gypsum *—(For use with steel framing members described in
Item 15A) -1/2 and 5/8 in. thick, 4 ft wide, installed with long
dimension perpendicular to cross tees with side joints centered along
main runners. Wallboard fastened to each cross tee with five wallboard
screws with one screw located at the midspan of the aoss tee, one screw
located 12 in. from and on each side of the aoss tee midspan, and one
screw located 1 -1/2 in. from each wallboard side joint Except at
wallboard end joints, wallboard screws shall be located on alternating
sides of cross tee flange. At wallboard end joints, wallboard saews shall
be located 1/2 in. from the joint Wallboard fastened to main runners
with wallboard screws, 1/2 in. from side joints, midway between
intersections with cross tees (24 in. OC). End joints of adjacent wallboard
sheets shall be staggered not less than 4 ft OC. Wallboard sheets
screw - attached to leg of wall angle with wallboard screws spaced 12 in.
OC.
Wallboard Restrained Unrestrained
Thidmess, Assembly Assembly
In. Rating Rating
1/2 1 hr 1 hr
5/8 1 -1/2 hr 1 -1/2 hr
Borat Gypsum Inc.—Type BG-C.
Canadian Gypsum Company —Type C or IP -X2.
Celotex Corp. —Type FRP.
Continental Gypsum Company —Type CG-C.
Eagle- Gypsum Products —Type EG-C.
G-P Gypsum Corp. —Types 5, GPFS -C.
Pabco Gypsum Co. —Types C, PG-C.
Republic Gypsum Co. —Type RG-C.
Standard Gypsum Corp. —Type SG-C.
Temple- Inland Forest Products Corp. —Type TP -5.
United States Gypsum Co. —Types C, IP -X2.
Yeso Panamericano SA de CV —Type C or IP -X2.
17. Metal Trim Molding —Min 0.026 in. thick (22 gauge) gals steel molding,
measuring 5/8 in. wide with 9/16 and 1 -3/8 in. long legs. Placed on
wallboard edges around light fixtures and secured to the cross tees and
main runners with 1 in. long wallboard screws. Sparing of saews approx
8 in. 0.C. along 4 ft side and 10 in. 0 C. along 2 ft side of light fixtures.
18. Screw, Wallboard —Type 5-12, 1 in. long, self - drilling and self- tapping,
0.163 in. thread diam, 5/16 in. diam heads.
19. Finishing System —Paper tape embedded in compound over joints and
covered with additional compound. Exposed screw heads covered with
compound. Edges of compound feathered out.
20. Wall Angle —(Not shown) — Min 0.019 in. thick (26 gauge) gals steel .
angle with 1 -1/8 in. legs, nailed to the walls along perimeter of ceiling
to support steel framing member ends and for screw - attachment of the
gypsum wallboard.
*Bearing the UL Classification Marking
JUN -02 -2005 THU 11:27 PM
FAX COVER
DATE:
TO:
COMPANY:
FAX:
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SA Consultants, LLC
General Contractors
# PAGES: ?
(Including Cover Sheet)
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2150 Coral Way, Suite # 7B. . Miami, Florida 33145. Tel. 305- 857 -9220 . Fax. 305- 857 -922
P. 01
JUN -02 -2005 THU 11:27 PM
JUN -4 -2005
12: 01; FROM:WORTECH RSSOCI RTES •X.9549840576 TD: 13059579221
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FIRE RESISTANCE DIRECTORY (BXRH)
THROUGH - PENETRATION FIRESTOP SYSTEMS. Continued
the Building Materials Directory for names of manufacturers. Any pipe
covering material meeting the above specifications and bearing the
UL Classification Marking with a Flame Spread Index of 25 or less and
a Smoke Developed Index of 50 or less may be used.
B. Pipe Cowering Materials* —Min 1/2 to max 3 in. thick unfaced
mineral fiber pipe insulation having a nom density of 3.5 pcf (or
heavier) and sized to the outside diam of pipe or tube. Pipe insulation
secured with min 8 AWG steel wire spaced max 12 in. OC. The annular
space between the insulated pipe and the periphery of the opening
shaft be min 0 in. (point contact) to max 4 in.
Owens Corning —Paroc 1200, Paroc BWT or Paroc Thermaloc 1200
' C. Sheathing Materials* —Used in conjunction with Item 3B.
foil - saim - kraft or all service jacket material shall be wrapped around
the outer circumference of the • pipe insulation (Item. 38) with the
kraft side exposed. Longitudinal joints and transverse joints sealed
with metal fasteners or butt tape.
See Sheathing Materials (BVOV) category in the Building Materials
Directory for names of manufacturers. Any sheathing matenal meeting
the above specifications and bearing the UL Classification Marking
with a Flame Spread Index of 25 or less and a Smoke Developed Index
of 50 or less may be used.
The T Rating of the firestop system is dependent upon the nom thickness
of the pipe covering. If the nom thickness of the pipe covering is 3 in.,
the T Rating is 1 hr. If the nom thickness of the pipe covering is Less than
3 in., the T Rating is 1/2 hr.
'4 Hnestop System —The firestop system shall consist of the following:
A. Pack-hip Material —Min 4 in. thickness of min 4 pcf mineral wool batt
insulation firmly .packed into opening as a permanent form. Packing
material to be recessed from top surface of floor or from both surfaces
of waft as required to accommodate the required thic of fill
material.
B. Fill, Void or Cavity Material * —Caulk —Min 1/4 in. thickness of fill
material applied within the annulus flush with top surface of floor or
with both surfaces of walL At point contact: location between
penetrating item and concrete, a min 1/4 in. thick bead of fill
material shall be applied at the concrete /penetrating item interface
on top surface of floor and both surfaces of wall.
A/D Fire Protection Sys Ina —A/D FrreBarrier Silicone 5/l.
(for floors only) and A/D FireBarrier Silicone (for floors and
walls).
Bearing the UL Classification Marking
System No. C - AJ - 5065.
F Rating -2 Hr
T Rating -1 Hr
SECTION A -A
Moor or Waft Assembly —Min 4-1/2 in. thick reinforced normal weight
(140-150 pcf) concrete. Wall may also be constructed of any UL Classified
Bladcs•. Max dram of opening is 30 in.
See Concrete Blocks (CAZT) category in the Fire Resistance Directory
for names of manufacturers.
Through Penetrants —Nom 24 in. diam (or smaller) Schedule 40 (or
heaves) steel pipe installed within the firestop system. One pipe to be
iiatalled either concentrically or eccentrically within the firestop system.
pe to be rigidly supported on both sides of floor or wall assembly.
Pipe Cowering * — One of the following types of pipe coverings shall be
Pipe'and Equipment Covering— Materials * -Nom 3/4 in. thick
" hollow cylindrical heavy density (min 3.5 pcf) glass fiber units
jacketed on the outside with an all service jacket. Longitudinal joints
'seated with 'metal fasteners or factory- applied, self - sealing lap tape.
1 /SAW rim u • roar- Aar nnnows.►
•
FIRE RESISTANCE DIRECTORY (BM) 323
THROUGH- PENETRATION FIRESTOP SYSTEMS (XHEZ) Continued
Transverse joints secured with metal fasteners or with butt tape
supplied with the product. The annular space between the insulated
pipe and the periphery of the opening shaft be min 0 in. (point
contact) to max 4 in.
See Pipe and Equipment Covering — Materials (BRGU) category in
the Building Materials Directory for names of manufacturers. Any pipe
covering material meeting the above specifications and bearing the
UL Classification Marking with a Flame Spread Index of 25 or less and
a Smoke Developed Index. of 50 or less may be used.
B. Pipe Covering Materials *--Nom 3/4 in. thick unfaced mineral fiber
pipe insulation having a nom density of 3.5 pcf (or heavier) and sized
to the outside diem of pipe or tube. Pipe insulation secured with min
8 AWG steel wire spaced max 12 in. 0C. The annular space between the
insulated pipe and the. periphery of the opening shall be min 0 in.
(point contact) to max 4 in.
Owens Coming — Paroc 1200, Paroc BWT or Paroc Thermaloc 1200
C. Sheathing Material* — Used in conjunction with Item 38.
Foil - scrim -kraft or all service jacket material shall be wrapped around
• the outer circumference of the pipe insulation (Item 3B) with the
kraft side exposed. Longitudinal joints and transverse joints sealed
with metal fasteners or butt tape. -
See Sheathing Materials (BVDV) category in the Building Materials
Directory for names of manufacturers. Any sheathing material meeting
the above specifications and bearing the 1.11 Classification Marking
with a Flame Spread Index of 25 or less and a Smoke Developed Index
of 50 or less may be used.
4. Firestop System —The firestop system shad consist of the following:
A. Packing Material —Min 4 in. thickness of min 4 pcf mineral wool batt
insulation finely packed into opening as a permanent form. Packing
material to be recessed from top surface of floor or from both surfaces
of wall as required to accommodate the required thickness of fill
materiaL
B. Fill, Void or Cavity Material * — Caulk —Min 1/4 in. thickness of fill
• material applied within the annulus flush with top surface of floor or
with both surfaces of walL At point contact location between
penetrating item and concrete, a min 1/4 in. thick bead of fill
material shall be applied at the concrete /penetrating item interface
on top surface of floor and both surfaces of wall.
A/D Fire Protection Systems Ina — A/0 FireBarier Silicone 5/l.
(for floors only) and A/D FireBarrier Silicone (for floors and
walls).
*Bearing the UL Classification Marking
System No. C -AJ -5066
F Rating -3 Hr
T Ratings -1/2 and 1 -1/2 Hr (See' Item 3)
• SECTION A -A
1. Floor or Wall Assembly —Min 4-1/2 in. thick reinforced lightweight or
normal weight (100 -150 pcf) concrete floor or min 6 in. thick reinforced
lightweight or normal weight concrete wall. Wall may also be constructed
of any UL Classified Concrete Blocks *. Max diam of opening is 8 in.
See Concrete Blocks (CAZT) category in the Fire Resistance Directory
for names of manufacturers.
2. Through Penetrants —One metallic pipe or tubing to be installed either
concentrically or eccentrically within the firestop system. Pipe or tubing
to be rigidly supported on both sides of floor or wall assembly. The
324 FIRE RESISTANCE•DIRECTORY (BXRH)
THROUGH PENETRATION FIRESTOP SYSTEMS (XHEZ) Continued
following types and sizes of metallic pipes or tubing may be used:
A. Steel Pipe —Nom 4 in. diam (or smaller) Schedule 10 (or heavier)
steel pipe.
El. Copper Tubing —Nom 4 in. diem (or smaller) Type L (or heavier)
copper tubing.
C. Copper Pipe —Nom 4 in. diam (or smaller) Regular (or heavier) copper
PIPS
3. Pipe Coverings *—One of the following types of pipe coverings shall be
used:
A. Pipe and Equipment Covering and Materials* —Min 1/2 in. to max
1 -1/2 in. thick hollow cylindrical heavy density (min 3.5' pcf) glass
fiber units jacketed on the outside with an all service jacket.
Longitudinal joints sealed with metal fasteners or factory -apps
self-sealing lap tape. Transverse joints secured with metal fasteners or
with butt tape supplied with the product. The annular space within
the firestop system shall be min 1/8 in. to Max 3/4 in.
See Pipe and Equipment Covering -- Materials (BRGU) category in
the Building Materials Directory for names of manufacturers. Any pipe
covering material meeting the above specifications and bearing the
UL Classification Marking with a Flame Spread Index of 25 or less and
. a Smoke Developed Index of 50 or less may be used.
B. Pipe Covering Materials* —Min 1/2 in. to max 1 -1/2 in. thick
unfaced mineral fiber pipe insulation having a nom density of 3.5 pcf
(or heavier) and sized to the outside •diam of pipe or tube. Pipe
insulation secured with min 8 AWG steel wire spaced max 12 in. OC.
The annular space within the firestop system shall be min 1/8 in. to
max 3/4 in.
Owens Coming —Paroc 1200, Paroc BWT or Paroc Thermatoc 1200
C. Sheeting Material* —Used in conjunction with Item 3B.
Foilscrim-kraft or all service jacket material shall be wrapped around
the outer drcumference of the pipe insulation (Item 38) with the
kraft side exposed. Longitudinal joints and transverse joints sealed
with metal fasteners or butt tape.
See Sheathing Materials (BVDV) category in the Building Materials
Directory for names of manufacturers. Any sheathing material meeting
the above specifications and bearing the UL Classification Marking
with a Flame Spread Index of 25 or less and a Smoke Developed Index
of 50 or less may be used.
The T Rating of the firestop system is dependent upon the nom thidmess
of the pipe covering. If the nom thickness of the pipe covering is less
than 1 -1/2 in., the T Rating is 1/2 h. If the nom thickness of the pipe
is 1 -1/2 in., the T Rating is 1 -1/2 h.
4. Rrestop System —The firestop system shall consist of the following:
A. Packing Material- -Min 3 in. thickness of min 4 pcf mineral wool batt
insulation firmly packed into opening as a permanent form. Paddng
material to be recessed from bottom surface of floor or from both
wtfaces of wall as required to accommodate the required thidmess of
fill materiaL
B. RU, Void or Cavity Material * — Putty —Min 1 -1/2 in. thidmess of fill
material applied within the annulus, flush with bottom surface of
floor or both surfaces of wall
Nelson Firestop Products —FSP Putty
*Bearing the UL Classification Marking
LOOK FOR MARK ON PRODUCT
FIRE RESISTANCE DIRECTORY (BXRH)
THROUGH - PENETRATION FIRESTOP SYSTEMS PM — Continued
System No. C-A1 -5067
F Rating -1 -1/2 Hr and 2 Hr (See Item 4)
T Rating -1/2, 1 & 1 -1/2 Hr
SECTION A-A
1. Floor or WaU Assembly — Min 4-1/2 in. thick reinforced lightweight or
normal weight (100 -150 pcf) concrete floor or min 4-3/4 in. thick
reinforced bghtweight or normal weight concrete wall. Wall may also be
constructed of any UL Classified Concrete Bloch *. Max diam of opening
is 16 in.
See Concrete Blocks (CAZT) category in the Fire Resistance Directory
for names of manufacturers. -
2. Through Penetrants —One metallic pipe, conduit or tubing to be installed
either concentrically or eccentrically within the firestop system. Pipe,
conduit or tubing to be rigidly supported on both sides of floor or wall
assembly. The following types and sizes of metallic pipes, conduits or
tubing may be used:
A. steel Steel. Pipe —Nom 10 in. diam (or smaller) Schedule 10 (or heavier)
B. Copp�ubing —Nom 4 in. diam (or smaUer) Type M (or heavier)
copper tubing.
C. Copper Pipe —Nom 4 in. diem (or smaller) Regular (or heavier) copper
3. Pipe Coverinngg* Hollow cylindrical heavy density (min 3.5 pcf) glass
fiber units jaeeted on the outside with an all service Jacket. Longitudinal
joints sealed with metal fasteners or factory - applied self - sealing lap
tape. Transverse joints secured with metal fasteners or with butt tape
supplied with the product. The annular space and thickness are specified
in the table below.
See Pipe and Equipment Covering— Materials (BRGU) category in
the Building Materials Directory for names of manufacturers. Any pipe
covering material meeting the above sperm cations and bearing the
UL Classification Marking with a Flame Spread Index of 25 or less and
a Smoke Developed Index of 50 or less may be used.
4. Firestop System —The F and T Ratings of the system is dependent upon
the pipe type, pipe diam, thickness of pipe covering, annular spacer
packing material thidmess, and fill material thickness as shown in the
table below:
Max Pepe Thins Of Pipe Annular Min Packing Min Fief F T
Type Of Due Covering Space Mel Thies Nti Thins Rating Rating
pe In. In. in. In. in. Hr lir
SP, CT, 3 1 1/4 to 1 -3/8 3-1/2 1/2 1 -1/2 1/2
a
SP, Cr, 3 - 1 1/4 to 5/8 3-1/2 1/4 ' 1 -1/2 1/2
W
SP Ci, 4 1/2 1/4 to 5/8 . 4-1/4
CP
SP
SP
10 1 1/2 to 1 4 -1/4 - 1/4 2 1
10 2 1/2 to 3/4 4-1/4 1/4 1 -1/2 14/2
SP .. Steel Pipe, CT m Copper Tube, CP @ Copper Pipe.
A. Paddng Material — Mineral wool batt insulation having a min density
of 4.0 pcf firmly packed into opening as a permanent form at the min
thickness specified in the above table (Item 4). Paddng material to be
recessed from top surface of floor or from both surfaces of wall as
requited to B. Void or accommodate the required thickness of fill materiaL
Cavity Material* —Caulk —Min thidmess of fill material
as specified in the above table (Item 4) applied within the annulus,
DATE: 08/18/04
NAME OF PROJECT:
FASTRACK FOR REWORK
FIRE ENGINEERING & WATER SUPPLY BUREAU
11805 SW 26 STREET, SUITE 150, MIAMI, FL. 33175
TELEPHONE (786) 315 -2771 EMAIL r1w @miamidade.gov
4 .^
FIRE REVIEW DISAPPROVAL COMMENTS
REVIEW BY: R L (Larry) Welch
FD TRACKING NUMBER 9047
MIAMI SHORES PRESBYTERIAN
ADDRESS: 602 NE 96 ST ,
1) 1 -HOUR FIRE RATED ARE'B'LABEL. PG A2. COMA-1.- �' COMA-1.-
2) NEW STAIR ENTRY DOOR PG A2 BLOCKS EGRESS FROM ROOM 117. Cov&Z-61 A
3) ACCESS TO EXIT ENCLOSURES IS PERMITTED ONLY FROM NORMALLY OCCUPIED
SPACES. CLARIFY THE USE OF ROOM 117. 101 - 7.1.3.2.1 c S (La-, S
Co(U A•'t i A - 3 q.--
RICIIARB PLIIMER
Zoning Board
Miami Shores Village
Miami Shores, Florida
Gentlemen::
RBP:bw
dictaphoned
r►sitHre - t.T iteriors
155 N. E. FORTIETH STREET MIAMI 37, FLORIDA
January 26, 1951
This will certify that in constructing
the proposed addition to our residence, 913 N. E.
98th Street, it is our intention not to use the
addition for rental purposes.
Respectfully,
RICHARD B. PLUMER
F eSW '..eke u" .:
• ;a s �wf `!,x'`43 „<. ° s s .�. air.
tkca,;�t�
The above aerial photograph shows the present church property and parking lot and
also the RENUART LUMBER YARD property.
The acquisition of the Renuart property will provide Sunday School facilities, recrea-
tion areas and additional parking.
The cost is $266,000.00, which can be financed over a long period of years. The Renu-
art property outlined in the photograph runs from 96th Street (North) to 94th Street
(South) — Railroad Avenue (West) to railroad tracks (East). The aquisition of this
property will not interfere with the present expansion program.
Parcel (A) will be •leased to Renuarts for ten years.
Parcel (B) will be converted into Sunday School and recreational facilities. This is now
Renuarts' Mill.
Parcel (C) will be leased to James Jones.
The remaining land, which is unmarked, will be converted into parking areas for more
than 150 automobiles.
HEIGHTS OF TOWERS, CHURCH SPIRES ETC.
In preparation of this report the following were contacted:
Dade County, Miami, North Miami, Miami Beach, and North Miami Beach.
All agencies reported that provisions were made for special considera-
tion but each case was handled on its own merit.
Dade County said "the top of the structure shall not be higher above
its foundation than ninety percent of the horizontal distance from its
base to the nearest point on adjacent property under another ownership
or to the nearest edge of a highway right -of -way. There is also an
over all height limitation of 150 feet if approved by F.A.A. and meeting
requirements of the South Florida Building Code.
The City of Miami in residential zones limit height of towers to the
height of buildings permitted in the area. This height is 35 feet for
single family and 30 feet for apartment zoning.
The City of Miami Beach will allow a height of 25 feet above the required
set back. If the set back were 10', the height permitted would be 35 feet.
Radio towers are limited to 125 feet and there is required approval by
the F.A.A.
The City of North Miami limit height to 40 feet and plans must be
approved by:
1. Architectural Board
2. Board of Adjustments
3. Planning Board
4. The City Council
The City of North Miami Beach have a height limitation of 35 feet and
structure taller than this require a variance.
SPIRE: A narrow tapering roo f supporting a tower, ( a steeple )
STEEPLE A tall structure , usually topped with a spire, built on top of
a church tower; also, a church tower
TOWER A building or structure typically higher than its diameter, or relatively
high by its position, either isolated as a campanelj or appended to a
large structure as a church belfry.
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33 -55
ZONING § 33 -61
permitted in any other district, shall be set back at least
twenty -five feet from the lot line fronting on any street or
thoroughfare, for the first five feet additional height above
the thirty -five foot limits, plus one additional foot setback for
each five feet of such additional height. (Ord. No. 57 -19, § 29
(F), 10- 22 -57)
Sec. 33 -58. Height of building limited to width of street in
certain districts.
No building in RU -4, RU -4A, BU -2, BU -3, IU -1, IU -2, IU -3
or GU districts shall be of a height greater than the width
of the widest street upon which such building abuts, except
after application is made and permit issued as a result of
public hearing. (Ord. No. 57 -1q, § 29(G), 10- 22 -57)
Sec. 33 -59. Fire resistive construction of building over 55 feet.
No building erected within the boundaries of any district
established by this chapter, or any amendment thereof, shall
exceed fifty -five feet in height unless of type 1 fire resistive
construction, as specified by the building code. (Ord. No. 57-
19, § 29(H), 10-22-57)
Article IV. Towers, Poles and Blasts*
Sec. 33 -60. Compliance with article.
Before erection of a water tower, standpipe, windmill,
tower or mast for any purpose, over ten feet in height above
y /1► V the roof of a structure or over twenty feet in height if erected
on natural ground, the requirements of this article and the
construction requirements of the South Florida Building Code
shall be observed. (Ord. No. 57 -19, § 28(B), 10- 22 -57)
Sec. 33 -61. Plans and specifications to accompany application
for permit.
Plans and specifications for the structures provided in
section 33 -60 shall be submitted to the director showing all
*Cross reference— Height of buildings not applicable to church steeples,
spires, domes, etc.,•§ 33 -65.
Supp. No. 35
885 .
886
§ 33 -61 DADE COUNTY CODE $ 33 -63
dimensions, size and kind of members, footings, guy wires;
location, depth and type of guy anchors and footings, type
and weight of antenna, apparatus or structures to be attached
to or supported by the structure, and application made for
permit. (Ord. No. 57 -19, § 28(B) (1) , 10- 22 -57)
Sec. 33 -62. Height.
The top of the structure shall not be higher above its
foundation than ninety • pe +'
� cent of the horizontal distance fromits base to the nearest point on adjacent property under
another ownership or to the nearest edge of a highway right-
of-way, except that masts or other structures located on roofs
of buildings in a BU or IU district shall be designed and
erected as required by the South Florida Building Code and
signi shall meet the requirements of Article VI of this chap-
ter; anything to the contrary notwithstanding, radio towers
where incidental to a business or industrial use on the prem-
ises in a BU - or any IU zone, need not conform to the re-
quirements of this section, provided the same does not exceed
a height of 150 feet measured from ground elevation and the
same conforms to the provisions of the South Florida Building
Code; provided, however, that such installation shall conform
to the previsions of all airport zoning regulations contained
herein. (Ord. No. 57 -19, § 28(B) (2), 10-22-57; Ord. No. 66 -3,
§ 1, 2 -1 -66)
Amendment note —Ord. No. 66 -3, § 1, amended § 33 -62 to except radio
towers, where incidental to a business or industrial use in a BU -3 or
IU Zone, from the requirements of said section.
Sec. 33 -63. Antennas for amateur radio stations.
Poles, masts and towers for supporting antenna used in
the operation of amateur radio stations licensed by the Fed-
eral Communications Commission shall be excepted from the
above regulations and shall be governed by the following
requirements:
(a) Location on property. All such poles, masts and towers
shall be placed no closer than five feet to an official
right -of -way line or to property ,under different owner-
ship, or closer than one foot to an easement. If beam
(array) type of antenna installed, no element or part
SYpp• No. :35
1,'
HEIGHTS OF TOWERS, CHURCH SPIRES ETC.
In preparation of this report the following were contacted:
Dade County, Miami, North Miami, Miami Beach, and North Miami Beach.
All agencies reported that provisions were made for special considera—
tion but each case was handled on its own merit.
Dade County said "the top of the structure shall not be higher above
its foundation than ninety percent of the horizontal distance from its
base to the nearest point on adjacent property under another ownership
or to the nearest edge of a highway right —of —way. There is also an
over all height limitation of 150 feet if approved by F.A.A. and meeting
requirements of the South Florida Building Code.
The City of Miami in residential zones limit height of towers to the
height of buildings permitted in the area. This height is 35 feet for
single family and 30 feet for apartment zoning.
The City of Miami Beach will allow a height of 25 feet above the required
set back. If the set back were 10', the height permitted would be 35 feet.
Radio towers are limited to 125 feet and there is required approval by
the F.A.A.
The City of North Miami limit height to 40 feet and plans must be
approved by:
1. Architectural Board
2. Board of Adjustments
3. Planning Board
4. The City Council
The City of North Miami Beach have a height limitation of 35 feet and
structure taller than this require a variance.