CC-07-2027 (2)340
MINORCA
AVENUE
CORAL
GABLES
FLORIDA
33134
305.446.7799
HEISENBOITLE
A R C H I T E C T S
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January 4, 2008
BY:
Mr. Claudio Grande, C.B.O. • • ®• •
Building Official/Director • ;• {• Sol: • •: •. a• a t • • •
Miami Shores Village Building D e p a r t m e n t ; : • a t • • • • • •
10050 N.E. Second Avenue • • • •
Miami Shores, FL 33138
Name of Project: Playground Theatre
Address: 9806 N.E. 2' Avenue
Miami Shores, FL 33138
Folio/Parcel #: 11- 3206 - 013 -2240
Permit Type: Building & Electrical
Scope of Work: Life Safety Improvements
RE: Letter of Substitution
Dear Mr. Grande:
Please accept this Letter of Substitution with respect to two items originally
indicated on Permit Issue Drawings, dated September 26, 2007 and subsequently
revised in accordance with Fire Departments Comments, dated October 12,
2007.
Substitution No. 1— New Exterior Doors: Original NOA No. 04- 0923.02 to be
replaced by new NOA No. 06- 0512.04. Copies of original and new NOAs have
been enclosed for your reference.
Substitution No. 2 — Electrical Wiring: Installation of MC -Cable in lieu of #10
wire in conduit. The installation of the MC -Cable shall conform to NEC Article
330. MC -Cable shall not be used where it is subject to physical damage, direct
burial or placement in concrete.
Please do not hesitate to call me at (305) 446 -7799, ext. 23, if further
explanation or discussion is required to facilitate these substitutions.
Sincerely,
R. J. HFISENBO ' CHITECTS, P.A.
Arnold N. Zwibel,
Senior Project Manager
Enclosures
A Professional Association
AAC001513
tvllarni Shores Village
�.���,� n _ -� ICY
°T
JbJRCT TO COMPLIANC:V I IH ALL FEDERAL
TF.. AND COUNTY RULES AND REGULATIONS
DAIS
MIAMI
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
COUNTY
NOTICE OF ACCEPTANCE (NOA)
Firedoor Division of Ark II Manufacturing
7400 NW 13th Avenue
Miami, FL 33147
MIAMI DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUrrE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.buildingcodeonline.com
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade. County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "8080 HMD -F Outswing Commercial Steel Door- L.M.I.
APPROVAL DOCUMENT: Drawing No "W06-31", titled "S -8080 I MD -F Out-Swing Commercial Steel
Door", sheets 1 through 7 of 7, prepared by AL Farooq Corporation, dated 04/15/06 and last revised on 07 /13/06,
signed and sealed by Humayoun Farooq, 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.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety. • • • •
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacth rorits dislribut ,ors
and shall be available for inspection at the job site at the request of the Building Official. •
This NOA consists of this page 1 and evidences page E -1, as well as approval document 'maned above,
The submitted documentation was reviewed by Jaime D. Gascon, P.E. •••• •
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vOrdo 06- 05111 14
Expiration Date: SePtethber 22; 20f1.
Approval Date: September 21; 20d6
Page 1
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Firedoor Division of. Ark II Manufacturing
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's parts and sections drawings.
2. Drawing No "W06 -31 ", titled "S -8080 HMD -F Out -Swing Commercial Steel
Door", sheets 1 through 7 of 7, prepared by AL- Farooq Corporation, dated 04 /15/06
and last revised on 07/13/06, signed and sealed by Humayoun Farooq, P. E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94
3) Water Resistant Test, per FBC, TAS 202 -94)
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94
Along with marked -up drawings and installation diagram of outswing steel door, prepared by
Fenestration Testing Laboratory, Inc., Test Report No, FTL. 4844, dated 03/27/06, signed and
sealed by Edmundo Largaespada, P.E.
Note: The above test report has been revised with addendum letters dated June 23, 2006 and a
by. Fenestration Testing Laboratory, Inc., Test Report F 1'L 4844, signed and sealed by
Edmundo Largaespada, P.E.
CALCULATIONS:
1. Anchor Verification Calculations, complying w/ FBC -2004, dated 07/25/06, prepared,
signed and sealed by Humayoun Farroq, P. E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Tensile Test report No. FTL 4932, dated April 27, 20064, issued by Fenestration
Testing Laboratory, Inc., as per ASTMS -8, signed & sealed by Edmundo
Largaespada, P.E.
2. Notice of Acceptance No. 01- 1108.09, issued to Apache Products Company for "EPS-
expanded Polystyrene Insulation ", expiring on 01/11/2007.
F. STATEMENTS
1. Statement letter of conformance and "No financial interest ", both dated 04/4)6'
signed by Humayoun Farooq, P. E.
G. OTHER
1. None
E -1
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:Gasco prE. • • •
Chief, Prodtori Cobtrol Arian.
N04.1Yo o6- 0512b4
Expiration Date: ffeinerhber 21,'ZWk.
Approval Date: September 21, ThO
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• •
ADDL ANCHOR REOD. FOR
3/8' DUL HILTI SLEEVE ANCHORS
AND 5 /t5' DUB. TAPCONS
(XX)
SERIES -8080F —HMO —F
• 1-1,1 k • ,, ,, :t .c. •11a
kOLS
THIS PRODUCT RATED FOR LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION
RESISTANC • I Rap:), • • • • • • •
SEE SHE : 7 FOR W:T10LTS•F SIRE OPTIONS.
FRAME g TRIM $NIDTHO =01- 10/4*TO•?• •
FRAME JAMB SEPTH a 5'3a" lti !3/$" • •
• •
FRAME HMI TRIM' (1VI ITH) m•1 -1%4' TO 4"•
THIS PRODUCT HAS BEEN DESIGNED AND IEblED TO COMPLY WITH THE
REQUIREMENTS THE FLORIDA, BLMLRIYG CODB•1014 .EDITION (REV. 2005)
INCLUIy •HIGjjVOCITY HURSCAN ZONE. (HVH:). - _
ANCHl It H4 A% UST SPARED A.9 SHOWN 011 DERAILS, ANCHORS
EMBED TO MATERyL SHALL I•E•BEYOND Mod. DRE NG DR STUCCO.
ANCHORMG OR•LOADING•G��Dm01�1S NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL - -
(X
TYPICAL ELEVATIONS
MAXIMUM DESIGN LOAD RATING = + 90.0 PSF
(SORU SITES .SHOWN ABOVE OR SMALLER) — 90.0 PSF
NOTE
EGRESS REQUIREMENTS TO BE REVIEWED
BY BUILDING OFFICIAL
12'
MA%.
ADDL ANCHOR READ.
AT XX DOORS ONLY
HEAD ANCHOR NOT REOD.
HEAD TO BE GROUTED
'T' ANCHOR SPACING
res
BFI ^ �� Jr.
Eng,: DR. H RO � FAROO4
FLA. PE # 18557
CAN. 3538
L 2 6 2006
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8
e
1
drawing •no.
W06 -31
(sheet 1 of 7
(sheet 2 at 7
GROUT READ.
ONLY AT
HAT ANCHOR SPACER.
TYPICAL ANCHORS
RECD. AT DOUBLE
DOORS ONLY
GROUT READ.
ONLY AT
HAT ANCHOR SPACER
TYPICAL ANCHORS
READ. AT DOUBLE
DOORS ONLY
TYPICAL ANCHORS ® HEAD /JAMB: SEE ELEV. FOR SPACING
5/16° DIA. TAPCON
DIRECTLY INTO fc' =3000 PSI CONCRETE
1 -3/4° MIN. EMBED
2- 1 /2 ° MIN. EDGE DISTANCE
3/8° DIA. CARBON STEEL SLEEVE ANCHOR HILT(
DIRECTLY INTO fc' =3000 PSI CONCRETE
DIRECTLY INTO fc' =1500 PSI MASONRY BLOCK
1 -1/4° MIN. EMBED
3 -3/4° MIN. EDGE DISTANCE
3/8° DIA. KINGPIN SLEEVE ANCHOR
DIRECTLY INTO fc'=6000 PSI CONCRETE
4° MIN. EMBED
2 -1/4° MIN. EDGE DISTANCE
3/8" DIA. SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS)
INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.)
STEEL : Fy = 36 KSI MIN.
ALUMINUM : 6063 -T5 MIN.
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
'1' ANCHORS
EMBEDED BETWEEN BLOCKS, SEE SHEET 4 FOR DETAIL
TYPICAL ANCHORS ® THRESHOLD;
1/4° DIA. TAPCON$
DIRECTLY INTO CONC.
WITH 1 -t /4° MIN. EMBED INTO CONC.
METAL STRUCTURES
(STEEL OR ALUM. 1/8' MIN. THICK)
STEAL : Fy = 38 KSI MIN.
ALUMINUM : 8063 —T8 MN..
GROUT REED.
ONLY AT
HAT ANCHOR SPACER
TYPICAL ANCHORS
REQD. AT DOUBLE
DOORS ONLY
METAL STRUCTURES NOT BY FIREWGR
MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM. AND
TRANSFER THEM TO THE BUILDING STRUCTURE
SEALANT:
ALL JOINTS AND CORNERS SEALED WITH SILICONE.
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m
8
k
drawing no.
W06 -31
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
1/4' MAX.
SHIM SPACE
1/4' MAX.
SHIM SPACE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS CONCRETE
SEE ELEV. FOR SPACING
OPNG. WIDTH
LOCK OPTIONS.
SEE SHEET 6
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
GROUT RECD. AT HEAD /JAMBS WITH HAT ANCHOR SPACER
GROUT NOT RECD. AT JAMBS W[TFI PIPE ANCHORS
SEE DETAILS ON SHEET 4.
FLUSH BOLTS
TOP /BOTTOM
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•- • •• • • • • •
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•• ••• •• • • • ••
LOCK OPTIONS
OPNG. WIDTH SEE SHEET 8
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drawing no.
W06 -31
sheet 3 of 7
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
1/4° MAX. TYPICAL. ANCHORS
SHIM SEE ELEV.
FOR SPACING
TYPICAL. ANCHORS
SEE ELEV.
FOR. SPACING
1/4° MAX.
SHIM
I
EXTERIOR
OPNG. WIDTH
LOCK OPTIONS
SEE SHEET 6
FRAME WIDTH
3/4° 0.0. X 5/8° I.D.
GALV. PIPE
WELDED TO PLATE
2° X 16 GA. PLATE
WELDED TO FRAME
• ,1I'
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•
HAT ANCHOR 4
TYPICAL
FRAME W/ GROUT
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FRAI12 R4E- 2PTIOM • • iRAMB WRHBUT•GROtIT OPTION
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•
PIPE ANCHOR
OPTIONAL TO SPACER
FRAME W/O GROUT
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• • •
98 GA. STEEL PLATE
TO FIT SNUG INTO FRAME JAMB
18 GA. STEEL PLATE
EMBEOED BETWEEN BLOCKS
INNEN
MASONRY 1 ANCHOR OPTION
SEE ELEV: F`OR SPACING
1/4° MAX.
SHIM
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
1- 1/4 °.X 1 -3/4° X .080° INK.
STEEL ANGLE, 4-1/2° LONG
WELDED TO FRAME JAMBS
I
3/16` D0. TAPCONS !
MIN. EMBED �I
011BOTTOM CORNER ANCHORS DETAIL
,4
Append twoontSiMialw *
Oats
FRAME TRIM -1/4°
Ewan OR. 18111AYOUN FM000
STRUCTURES
F 0 N /3537
JUL 252505
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zE
O°
a s
OE
0S <°°
00 rea t
44 la
1 it M -_'
m
drawing no.
W06 -31
(sheet 4 of 7
I/4- MAX.
SHIM
TYPICAL. ANCHORS
SEE ELEV.
FOR SPACING
(4) 5/18' X 1 -1/4' FH MS
EXTERIOR
OPNO. WIDTH
LOCK OPTION t5
1/4` MAX.
SHIM SPACE
REMOVABLE
STEEL MUWON
MULLION 1.090 CAPACITY — PSF
WITHOUT MATH
000R 0185. REINFORCING REINFORCING
DOOR WIDTH DOOR HEIGHT EXE.(t)/INT.( -) EM.(i)/INF.(—)
96' - 59.0 90.0
84' 98' 879 90.0
72' 78.8 90.0
90' 72.0 90.0
84'. 90° 77.0 80.0
72 °. 90.0 90.0
84` 84° 90.0 90.0
VON DUPRIN #9954 W
REMOVABLE STEEL MUWON
(1 /2 X 3 X 1/8' MIN.).
OPTIONAL
(UR SE ONLY WOH #99 RIM DOT DEVICE)
O
YALE MIOOF FOR USE WITH
7100 EXIT DEVICE 5j
LTHERMAL i 1 J 1�
EXTERIOR
OPNG. WIDTH
FRAME WIDTH
LOCK OPTION #ft
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JUL 2 5 2006
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drawing no.
W06 -31
shoot 5 of 7
LOCK OPTIONS;
ACTIVE LEAF;
OPTION 11•
'SCHLAGE' AL OR 'SCHLAGE' D SERIES SURFACE MOUNT ST /ST
CYLNDRICAL LOCK KEY OPERATE ON EXTERIOR & THUMB TURN
ON INTERIOR AT 38' FROM BOTTOM.
4-7/8 LONG ST. STEEL STRIKE PLATE AT 38' FROM BOTTOM
'SCHLAGE' -B SERIES SURFACE MOUNT DEAD BOLT LOCK, KEY
OPERATE ON EXTERIOR & THUMB TURN ON INTERIOR, AT 48"
FROM BOTTOM.
2 -3/4" LONG 5T. STEEL STRIKE PLATE AT 48' FROM BOTTOM
YALE' 53001.14 OR 'YALE' 5400 LN SERIES SURFACE MOUNT
ST /ST CYLINDRICAL LOCK KEY OPERATE ON EXTERIOR & THUMB
TURN ON INTERIOR AT 38' FROM BOTTOM.
4-7/8" LONG ST. STEEL STRIKE PLATE AT 38' FROM BOTTOM
YALE' 3800 SURFACE MOUNT DEAD BOLT LOCK, KEY OPERATE
ON EXTERIOR & THUMB TURN. ON INTERIOR, AT 48" FROM
8071094..
2 -3/4° LONG 57. STEEL STRIKE PLATE AT. 48' FROM BOTTOM
OPTION #3:
'PARKER' 517180 SERIES SURFACE MOUNT ST /S1 CYLINDRICAL
LOCK KEY OPERATE ON EXTERIOR & THUMB TURN ON INTERIOR
AT 38' FROM BOTTOM.
4-7/8° LONG 5T. STEEL STRIKE PLATE AT 38° FROM BOTTOM
'SCHLAGE' B SERIES SURFACE MOUNT. DEAD BOLT LOCK, KEY
OPERATE ON EXTERIOR & THUMB TURN ON INTERIOR, AT 48°
FROM BOTTOM.
2 -3/4° LONG ST. STEEL STRIKE PLATE AT 48 FROM BOTTOM
=Lit
'SCHLAGE' L OR 'YALE' 8700 SERIES SURFACE MOUNT ST /ST
MORTISE LOCK rem A DEAD BOLT. KEY OPERATE ON EXTERIOR
& THUMB TURN ON INTERIOR AT 38' FROM BOTTOM.
4-7/8° LONG ST. STEEL STRIKE PLATE AT 38° FROM BOTTOM
INACTIVE LEAF
ROCKWOOD 555 FLUSHIOLTS MOUNTED 12" FROM EACH END OF
DOOR TO CENIERUNE
4-7/8° X 1 -1/4° X 1/16° ASA STRIKE
NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE
ENGAGED DURING PERIODS OF HURRICANE WARNING.
ACTIVE /INACTIVE LEAF;
OPTION g5;
VON 9927.61R 1AL4 711Q9SURFFCE YERTIf•ROD
ST /ST P �r MIME ON 411.1TEESTOR•ST. •STEL LRVEINTYPE
HANDLE :' KEY ORERAT811 ON RIOENIOROAT I9- 1$/•16"
FROM. =••RPM. •• • • • • •••
t • - • • • • • • • •
=tilt
YON DUPRIN' 99 OR 'YALE' 7100 RIM EXITS ST /ST PANIC
DEVICE ON 1NTERIOR. ST. STEEL .LEVER TYPE HANDLE WITH KEY
OPERATED ON EXTERIOR AT 39- 11/18` FROM BOTTOM.
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0
OPTION #1. 2. 3
CYL140010 . LOCK
+ DEAD BOLT
FLUSH BOL7
OPTION #4
MORTISE LOCK
+ DEAD BOLT
.01310 -0
911014 6
ITEM NO.
PART NO.
QUANTITY
DESCRIPTION
MATERIAL
MAN}'. /SUPPUEB/REMARKS
1 -
-
AS REM.
FRAME HEAD (5 -3/4' X 2°)
STEEL
16 GA (.053') MIN. Fy = 43.0 KSI
1A
-
AS REED.
FRAME HEAD (5 -3/4' X 4')
STEEL.
16 GA. (.o531 MIN. Fy = 43.0 K5I
18
-
AS REM.
FRAME HEAD (8- 3/4 °X 4')
STEEL
16 G4: - (.0537 MIN. Fy =.43.0 1(51
1C
-
AS REM.
FRAME HEAD (5 -3/4' X 1 -1/47
STEEL
16 GA. (.053*) MN. Fy = 43.0 KSI
2
-
AS REQD.
FRAME JAMB (5 -3/4° X 2")
STEEL
16 GA (.053) MIN. Fy = 43.0 KSI
20
-
AS REED.
FRAME JAMB (8 -3/4° X 2')
STEEL
18 GA (.0537 MN. Fy = 43.0 KSI
28 -
-
- AS READ.
FRAME JAMB (5 -3/4' X 1 -1/4'
STEEL
18 GA (.0533' MN. Fy = 43.0 KSI
3 -
2005
1 -
.THRESHOLD
ALUMINUM
PEMKO
AS READ.
BOLT SPACER (2° FRAME)
STEEL
2° X 2 -5/8' X 18 GA.
4A
-
AS REED.
BOLT SPACER (1 -1/4° FRAME)
STEEL
2° X 1- 7/8 °.X 18 GA.
5
-
c
ASTRAGAL
-
1 -1/4° X 12 GA
5A
305.
-
SPLR ASTRAGAL
-
PEMKO
6 -
-
-
2/ INACTIVE LEAF
DOOR
SIEA
18 GA(.045") OR 18 O&(.053') MIN. Fy = 43.0 KSI
7
-
SERIES 555 FLUSH BOLTS (OPTIONS 1, 2. 3 & 4)
STEEL
ROCKW000
8 -
-
- OPTIONAL
FRAME GROUT
CONC.
3000 P51 MN.
9
-
8/ LEAF
HAT STIFFENER 114 PAIRS (4 ROWS VERTICAL)
STEEL -
22 04.
10
-
1
POLYSTYRENE
-
DYPLAST W/ CURRENT NM
10A
10A
1
1
THERMAL INSULATION
OWENS CORNING RA -24 Ran
11
-
1/ 0011
TOP AND BOTTOM RAN. CHANNEL (FULL LENGTH)
STEEL
13/18 X 1 -21/32 -X 13/18 X 15 GA.
12
-
1/ RAIL
TOP RAIL CHANNEL (FULL LENGTH)
STEEL
11/18 X 1 -1/2 %11/16 X 18 GA
13
-
2/ HINGE
HINGE. REINFORCEMENT- (FRAME /DOOR) - -
51881
1 -1/4" X 10' X 3/18'
14
588
1
HEAD /JAMB WEATHERSTRIP
VINYL
PEMKO
18
1279.
3/ LEAF -
MORTISE HINGES
STEEL
149088 - -
17
-
2/ LOCK
LOCI< REINFORCEMENT PLATE
-
1-1/4° W X 2 -3/4' HIGH X 12 GA
18
-
1/ STRIKE
- STRIKE REINFORCEMENT
-
1 -3/8° X 8 -1/2' X 16. GA
'TINGES;
STEEL MORTISE HINGE 1279
AT 7 -1/4' FROM TOP TO CL. OF HINGE.
AT 12 -1/4' FROM 60TT0M TO CL OF HINGE
CENTER HINGE EQUALLY SPACED FROM TOP & BOTTOM HUGE
DOOR EDGE CONSTRUCTION OPTIONS;
OPTION 411•
LOCK SEAM EDGE CONSTRUCTION
LOCK SEAM
TACK WELDED
OPTION #1•
BUTT SEAM EDGE CONSTRUCTION
CONTINUOUSLY
WIELDED SEAM
: BSI 6001 RE9 F.
PIA. PE 5.18557
CAN. 3538
JUL 2 5 2006
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drawing no.
W06 -31
(sheet 6 08 7
19
FRAME HEAD
1.838
1.250 MN.
2.000 MAX
O O FRAME HEAD /JAMB
FRAME HEAD
3.500
.028
2.500
HAT CHANNEL REINFORCING
75
1.938
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5.750 MIN. • •10•i •. •
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FRAME H!1D /JAMBi • • • 16 • .134" THICK SIttL HINGE
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#12 -24 MS
4 PER LEAF
4.500
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4.500
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ANCHOR SPACER
F.250
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5 000 '17
O BUMPER THRESHOLD
FRAME CONTINUOUSLY WELDED
AND GROUND SMOOTH
FRAME CORNERS
Engn OR. HUMAYOUN FAR000
STRUCTURES
FI C $313 7
JUL 2 6 2006
drawing no.
W06 -31
sheet 7 of 7
BE REVIEWED
•
p� BUI I E;..Y�C , .ARTMENT
Herbert S. Saffir Permitting and Inspection Center
11805 SW 26th Street (Coral Way), • Miami, Florida 33175 -2474 • (786) 315 -2100
APPLICATION FOR MUNICIPAL PERMIT APPLICANTS
THAT REQUIRE PLAN REVIEW FROM MIAMI -DADE FIRE RESCUE
AND /OR DEPARTMENT OF ENVIRONMENTAL RESOIWCGESS MANAGEMENT
PROVIDE MUNICIPAL PROCESS NUMBER HERE
LOCATION OF
IMPROVEMENTS
Job Address c/ tO (O /4-)V {] 4.4.1
CONTRACTOR
INFORMATION
Contractor No.
Last four (4) digits Qualifier No. OW/
Folio
ooff
Contractor Name 'ELI �a.0.4.% (?
Lot
Block
Qualifier Name
Subdivision
PBpg
Address
Metes and bounds
City State Tip
TYPE OF
IMPROVEMENTS
[ ] New Construction on [ ] Demolish
Vacant Land [ ]Shell Only
[ ] Alteration Interior [ ] Addition Attached
[ ] Alteration Exterior [ ] Addition Detached
[ ] Relocation of Structure [ ] Re -Roof
[ ]Enclosure [ ] Foundation Only
[ ] Repair
[ ] Repair Due to Fire
Current
use of property keit <]
otw
Description
iii:..:.,..
of Work
y 1 ,V 4 ,i
Sq. Ft.
Value
Units Floors
of WoT 7 ()ISO
PERMIT TYPE
[ ] MELD ,*
Category
REVIEW STATUS
[ ] Chg. Contractor
[ ] Re -Issue
[ ] Re -stamp
['f Revision
[ ] Not Applicable for
Fire
OWNER'S NAME
Owner mt AviA4 c' 14404.C. C-64-436 G.C.C.
Address % /0 1 /ilk Std
[ ] MELE
City MLitt". (%CA State Pc, Tip 33144
[ ] MLPG
Phone
[ ] MMEC
Last four (4) digits of
Owner's Social Security No.
1 1 FIRE
PERSON TO
PICK UP PLANS
Name
ARCHITECT /
ENGINEER
Name 1tccbt#4 6[etse,vvoo WL 7A
Address
i
Address 3'fo %14 IA/ONC.,ii* AV/ Swot 10
City State Tip
CitycggiNtip, State A... Zip 33/ 3 Y
Phone
Phone 3os ,. eiYi + 77 j
FIRE SPECIAL
REQUEST PLAN
REVIEW (SRI)
I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $190 for the first hour and
$65 per each addition hour in addition to the review fees. Minimum charge one -hour.
1st Request: Date:
2"d Request: Date:
3'" Request: Date:
DERM OPTIONAL PLAN
REVIEW (OPR)
/ am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline. Additional
review fees may apply.
1st Request: Date:
2"d Request: Date:
3"t Request: Date:
Y:�Pmms�080102-M oicipei P. mit AppUiwtion.doc
BUILDING PERMIT CATEGORIES
CATEGORY DESCRIPTION : PERMIT WOE'
BUILDING
01 GENERAL BUILDING - COMMERCIAL
02 SUB - GENERAL BUILDING - RESIDENTIAL
08 CANVAS AWNING
10 COMMUNICATION TOWER
15 - ` - . OEMODTION
29 METAL AWNING & STORM SHUTTER
48 SCREEN ENCLOSURES
55 SWIMMING POOL
56 TENNIS COURTS (SURFACE PAVING)
86 TRAILER TIE DOWN
88 WALK -IN COOLER
91 MARINAS
92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH
MODIFIED, SINGLE PLY) MBLD
95 SHINGLES (ASPHALT, FIBERGLASS) MBLD
96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD
97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD
99 y r SOIL IMPROVEMENT MBLD
0100 BULK STORAGE • PROPANE TANK MBLD
0101 REMOVABLE STORM PANELS MBLD
0107 TILE ROOF MBLD
0110 WATER MAIN , MBLD
0111 SITE PLAN MBLD
0112 INDOOR EVENT /EXHIBIT MBLD
ELECTRICAL
04 FIRE ALARM SPECIALTY MELE
16 SPECIALTY WIRING MELE
38 GENERATORS MELE
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
MBL4
MILD
MBLD
MBLD
MBLD
MBLD
LPGX
01 LIQUEFIED PETROLEUM GAS MLPG
02 MISCELLANEOUS MLPG
04 •. LIQUEFIEDD PETROL. GAS /STATE MLPG
MECHANICAL
09 ABOVE/BELOW GROUND TANKS / PUMPS
& POLLUTANT STORAGE SYSTEM MMEC
38 COMMERCIAL HOODS MMEC
43 FIRE CHEMICAL MMEC
46 SPRAY BOOTHS MMEC
48 SMOKE CONTROL MMEC
52 RESIDENTIAL ELEVATOR MMEC
FIRE
32
FIRE SPRINKLER FIRE
YAFanrem80102- Municipal Parch Applicatiovdoc
DOUGLAS WOOD
& ASSOCIATES, INC. ❑ STRUCTURAL ENGINEERS
299 ALHAMBRA CIRCLE ❑ SUITE 510
CORAL GABLES, FLORIDA 33134.
(305) 461 -3450 FAX: (305) 461 -3650
WWW.DOUGLASWOOD.BIZ
STRUCTURAL CALCULATIONS
REV. 2
FOR
THE PLAYGROUND THEATRE FOR YOUNG AUDIENCES
AT
THE SHORES PERFORMING ARTS THEATRE
9806 NE 2ND AVENUE
MIAMI SHORES, FLORIDA
JANUARY '15, 2008
(PAGES 1 - 8)
1.1
DOUGLAS WOOD, P.E.
P.E. #32092
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AFFIRMATIVE ACTION / EQUAL OPPORTUNITY EMPLOYER EB 6353
DOUGLAS WOOD & ASSOCIATES, INC,
STRUCTURAL ENGINEERS
4199 ALHAMBRA CIRCLE /1 SUITE 510
CORAL GABLES, FLORIDA 33134
(305) 461-3450 DESIGN • LCULATIO 461-3650
NS
JOB
SHEET NO. 1 OF
CALCULATED BY ° k . 0
CHECKED BY
DATE I1 L .5/°
DATE
DOUGLAS WOOD & ASSOCIATES, INC.
STRUCTURAL ENGINEERS
,299 ALHAMBRA CIRCLE U SUITE 510
CORAL GABLES, FLORIDA 33134
(305) 461 -3450 U FAX (305) 461 -3650
DESIGN CALCULATIONS
JOB
SHEET NO
OF
CALCULATED BY - IBC s 0 DATE /1 S
CHECKED BY DATE
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Company
Address
City, State
Phone
other
JOB TITLE Playgrpund Theater
JOB NO. SHEET NO.
CALCULATED BY DSW - -- - DATE 12/28/07_
CHECKED BY DATE
V. Wind Loads - Components & Cladding: Buildings 560' & Altemate design 60' <h <90
Kz = Kh (case 1) = 1.08 GCpi = +/ -0.18 NOT);If tributary area is greater than
Base pressure (qh) = 67.7 psf a = 13.0 ft 700sf, MWFRS pressure may be used.
Minimum parapet height at building perimeter = 0.0 ft
Roof
Are a
Negative Zone 1
Negative Zone 2
Negative Zone 3
Positive All Zones
Overhang Zone 1 &2
Overhang Zone 3
Walls
Roof Angle = 0.0 deg
Type of roof = Hip
GCp +/- GC
$ i
Surface Pressure psf)
User input
10 sf
50 sf
100 sf
10 sf
50 sf
100 sf
20 sf
70 sf
-1.18
-1.11
-1.08
-80 psf
-75 psf
-73 ps
-78 psf
-74 ps
-1.98
-1.49
-1.28
-134 psf
-101 psf
-87 ps
-120 psf
-94 ps
-1.98
-1.49
-1.28
-134 psf
-101 psf
-87 ps
-120 psf
-94 ps
0.48
0.41
0.38
32 psf
28 psf
26 ps
30 psf
27 ps
-1.70
-1.63
-1.60
-115 psf
-110 psf
-108 ps
-113 psf
-109 psf
-1.70
-1.63
-1.60
-115 psf
-110 psf
-108 ps
-113 psf
-109 ps
Area
Negative Zone 4
Negative Zone 5
Positive Zone 4 & 5
Parapet
Negative zone 3 = zone 2, since hip roof with angle <= 25 degrees
GCp +/- GC7i
10 sf ;
Surface Pressure (psf)
User input
10 sf
100 sf
500 sf
10 sf
100 sf
500 sf
17 sf
21 sf
-1.17
-1.01
-0.90
-79.2 psf
-68.4 psf
-60.9 psf
-76.7 psf
-75.7 psf
-1.44
-1.12
-0.90
-97.5 psf
-76.0 psf
- 60.9'psf
-92.5 psf
-90.5 psf
1.08
0.92
0.81
73.1 psf
62.3 psf
54.5 psf
70.6 psf
69.6 psf
Note: GCp reduced by 0% due to roof angle <= 10 deg.
CASE A = pressure towards building
CASE B = pressure away from building
OM. iffir
et 42
qp = 68.1 psf
at to
Solid Parapet Pressure
10 sf ;
100 sf
500 sf
:ASE A : Interior zone :
Corner zone :
0.o. `psf
0.0 psf
0.0 psf
0.0 psf
0.0 psf
0.0 psf
:ASE B : Interior zone :
Corner zone :
0." psf
C;0 psf
0.0 psf
0.0 psf
0.0 psf
0.0 psf
1
0
_4
11--- - -r�--
cOP iii
0 s 7 degrees and Monoslope roofs
Monoslope S. 3 degrees 3° < 8 <_ 10°
Monoslope roofs 10° < 0 S. 30°
0 > 7 degrees
> 7 degrees
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