386 NE 99 St (8)SOLO` 0
ELECTRICAL ❑
FLUNIMG ❑
RO9FING ❑
0
%tiding ail41 4
Archite'f
Continuer
or Builder
Legal
Descrip
Address ei
Building
This permit is granted to the c
tion herefer in strict compliance with all
plans, drawings, statements or specifications
ad
of this iengatide to sae thin
.*iet conformity with the _
1 attune responsibility for all work d
ILLAGE, FLORIDA
10261
Su
er named above to construct the buil
pertaining thereto and with the under
ay have been submitted to and approved by
BY
Contractor's
License No.
Amara's eiblialbee
L,. 40 v1,4 -
444.1•*-4teel 3 ,
Sq. Ft. ",
Value of - Amount a#
Project $ 11 Permit •$
to install the equipment or device described in the applica-
at thework will be performed in compliance with any
er unicipal authorities. This Permit may be revoked
at any time if the wort is not done in compliant saoh ordinances or if the plane are changed w thaut authorization. A further condition upon which this
permit is granted is the understanding that the contractor or builder named above assumes the nBspons:bilit3y -for a thorough knowledge of the ordinances and
regulations pertaining to the work covered hereby whether shows on the plans or drawings or in the statements or specifications and that he assumes respon-
sibility for work done by his agents, se - stn
Ica with all or
e proper authorities of
lo yee.
036a
33810
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village. Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date 7 -22 -68
A:iami h
Shores Communit Church
y 1s..
Owner's Name and Address... 3 street. E. 9 9 � St.
Regered Architect and /or Engineer - -. Carr Smith & Associates
JALCO INC. 7111 N. W.
, 5 Street, .•tiami, Florida.
Name and address of licensed contractor_
Location and legal description of lot to be built on:
Lot_. Block __. . Subdivision
Street and Number where work is to be done 386 N. E. 99 Street,
State work to be done and purpose of building (by floors)._
– – - - - -- - - and for no other purpose.
New Building Remodeling._ _____ __.. Addition Repairs No. of Stories.....
To be constructed of Kind of foundation.__ Roof Covering_
2.50
337.
Estimated Total cost of improvements $
Zone cubage required
Distance to next nearest building __..
Maximum live load to be borne by each floor___
I hereby submit all the plans and specifications
George H. Harvey sent g y
MIAMI SHORES VILLAGE
The undersigned applicant for this building permit doc hereby certify that he understands and accepts his •bligations as an employer
of labor under the Florida Workmen s Compensation Act, being Section 5966, Compiled General Laws of Fl. . a, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or su• •.ntractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the sit .f the work such ublic notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on w• to be per • e• under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
— ----- – – to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true
Chairman
Member _______________
Member .
Council Approved
Permit No._ ....
Disapproved ___ _ _ ____ Date_
( Signed) ._
Building nspector
Date __._ - - C
PLANN
NOTE: A charge of $1.00 will be made for
the Planning Board.
A re- inspection fee of 51.00 will be charged
materials and /or workinanship.
aluminum Storm Panels.
Amount of Permit $
Plan Cubage _...
Size of Building Lot
Niami Shores, Florida.
Install aluminum fold -down
foi said building. All notices with reference to the building and its construction may
_ _ Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
'My Commission Expires__
BOARD__ __ . DATE
Member
Member
Member
_Date Disapproved
making corrections or changes to this application after approval
when such re- inspection is made necessary by improper notice
awnings and
Date
has been obtained from
for inspection or faulty
Opening No. Size Style Proj. Const.
1. 12 sections Storm Panels 70" lgth Aluminum
91 X 65 ")
2. gl7DRCUlt$ Catalina 60" "
)
3. 91 x 65") " 60" II
)
L. 91 X 65 ") to look as one. 60" "
5. 4 sections Storm Panels 83" lgth it
Owner:
I4 '
Contractor: JALCO, INC.
R E S I D E N C E
i
Miami Shores Community Church
386 N. E. 99 Street
Miami Shores, Florida.
/o'
F. Isis:
' T JAC
ANCHOR
SEE
SCHEDULE
•
J
■
ANGLE 35
X 25' X 09cf
AWNING CLOSED
.06d EXTRUSIONS
I- PI S.M. SCREW EA. SLAT
USE ONE FOR SPANS
Ge OR GREATM.
:.:C FOR SEE SCHEDULE
DITERXEDL:TE STAN LOCI
1 /3"PX 3/ II ALLRtD:El:
PROJECTION A E
E - 2E
7 • 32 - .
- MEADER hINGE
•10 S.M. SCREW
WING DETAIL
VALANCE
SUPPORT ARM
B UTTON
CAMEL BACK
AWNING OPEN
TO LOCK AWNING IN STORM POSITION, REMOVE
CAMEL BACK P N OR BOLT, RELOCATE ARMS,
FOLD AWNING DOWN AND REPLACE CAMEL
BACK PIN OR BOLT THRU VALANCE.
D ROLL ROOF SLATS 2 SMS.
S. EA. TL
( ,�.0.40 . GUSSET PLATE 4 SMS.
( ADJUSTMENT HOLES
I/4 BUTTON
CAMEL BACK DETAIL
TYPICAL PURLIN
..2 ANGLES (SEE PURL IN DETAIL )
CJ' RKC -.Y:� S+•.4__ 3E L0C-LTCC A! 'r4:4 E7 PT AL
W P T n. C •`LTE-F ' IV A 5E' .'f. \"LITHE GREATER
TKAA 7: 5r 4� hy_ 2 ANCr A' EA'} ENC
IC
CC ,144X
j
I' 0.D.TUBE
7 /B'TUBE .0 WALL
CAMEL BACK AB0 FOLDED PL.
I /4 "01A. PIN OR BOLT
TWO ANCHORS EA. CAMEL BACK
STRAP HINGE I X .040' 4 - SMS.
PURJIIS
I'
IX
MAX, 9
PLAN OF AWNING
-
-�— 5 /8" SO BUTT JOINT TUBE .040" WALL
IISE "I!:' - FP3 , 20L TE STORE LACY -' • EACB
LRI:) A: = AT L_LSPAN FOR WIDTHS
GFTA:1 THAN 60 ".
s"040 GUSSET PLATE 4- SMS
INSIDE SLAT I EVERY 3RD SLAT )
I/4 HOLE FOR
CLOSED POSITION r
SECTION '
.04f WALL
7Y16' BOLT`C
IK' -20 BOLTS
Ar
ROOFS TS �
,- I - SM.SCREW EA SLAT STAGGERED, ALL PURLI
1
Ofd
1i .
1/
2- • I0S.M.SCREWS
L- I V4'X I 113 Ve
PURLIN
(SHOWING CONNECTION
AT EA. END OF NOSE PURLIN)
'All F.
SLAT DETAIL
VALENCE 6'
SEE SCHEDULE
FOR THICKNESS
ROOF SLATS
VALANCE
SEE SCHEDULE
FOR THICKNESS
SECTION I Y— Y
PURLIN
PJRLIN 6 VG,__1.Z S 1EDl1E
PR0. ;MAX U 144.!.41 P:1R:IA S.TLANG
. wl 'Y "W:1.H 3S TC N^SE.TD 1f ' 3i LTYPCC3.L f
SE' 7E' ,040'
T P
71
7f
91' I .040' 1 12
.040'
.063
063'
ALUMINUM ALLOY OF AWNING COMPONENTS
ROOF SLATS 5005-H34 BOLTS 2024 -
VALANCES 3003-1414
ARMS 3003-H18
PURLINS 5005 -1416
ALL AWNING SIZES SHOWN ARE MAX LESSER SIZES MAY
BE USED.
THE JALCO SUNMASTER CATALINA AWNINGS WERE DE--
SIGNED ANO TESTED IN ACCORDANCE WITH THE METRO-
POLITAN DADE COUNTY BUILDING AND ZONING DEPART'
M ENT POLICY FOR PLANT PRODUCED PREFABRICATED
RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, DATED
OCT IC, 1960. BASED 014 SO FLA BLDG. CODE
AWNING ARMS MAY BE MOUNTED OVERHEAD USING SAME
FITTINGS AND DIMENSIONS
THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL
AWNINGS:
JALCO INC. CERTIFIES THAT THE ALLOY AND HEAT
TREATMENT OF ALL METAL 144 THIS PRODUCT CON-
FORMS TO THE SPECIFICATIONS CONTAINED IN THE
PLANS SUBMITTED FOR PERMIT COVERING THIS IN
STALLATION. THIS AWNING MUST BE CLOSED ANO
SECURED TO T148 WALL DURING A HURRICANE WAiWIN6
OR ALERT.
ANCHOR SCHEDULE
CONCRETE HOLLOW WALL
I /4" X F I/6' DIAM IM X 20 LONG 4
HAMMER DRIVE NAL WING TOGGLE SCREW
OR U4 ""20 SUPER -
GRIP JORDAN 103x W
LAG.
WOOD _
NO.14 -M Lt.
WOOD SCREW
JALCO INC.
745 N. W. 54th STREET
MIAMI, FLORIDA
CARR SMITH & ASSOCIATES
a [ •
•.W. Z t AVE . . • MIAMI. FLORID*
C O N S U L T I N G E N G I N E E R•
cawr..ceoa — — ALL o•e1.a..111
At SITE MI.WI AOC[m.M SATIN WO.a
NMI
64139
I OF 4
SUNMASTER CATALINA °j°
ALLOWABLE SPANS
HEIGHT
ABOVE
GRUB
TYPE OF PANEL - THICKNESS
ALUMINUM •
STEEL
.032"
.o40"
.050"
24 GA.
20 GA.
00
lnr “,,,,,,,,,,,,0 1 nr -rr4 rl
C , r1 N MM l.-O
■ a e t rla
�oo.o
• - aoa
4'Y
`fi - r 000,0.0`4:0
• ° �cc f r
.W:5Anls°
PART
ALLOY
CCYPRESSION
YIELD STRESS
STORM PANEL
3004 ■H34
23;000
ANGLES & CHANNELS
6063-T5
16;000
BOLTS & SCREWS*
2024 -T4
40"000
1
CLEAR
— . SECTION J♦
PERSPECTIVE
A
r B f►
LL_G
TYPICAL ELEVATION
1
T SE�TN;O� -P
1
=STING
AWNING
CLOSED
L__ 1
HQTB: SHUTTER MAY HE
MOUNTED HORIZON♦LLY AS
WELL AS VERTICALLY, OBSERVING
THE ALLOWABLE SPANS.
SECTION
SECTION D■D
1/4" BOLLS WITH
I WASHERS AND 'AINGNUTS
r 24" CAC
f/ ANCHORS _
156 c.c:
SECTION H-H -" SECTION
rrr
SECTION 8-E
N
.4
NOTE: WHEN WEB' IS
d)))Ri'E i THAN 3"
!USE ANCHOR IN WEB
i ONLY.
WHEN WEB IS LESS
- THAN 3" USE
ANCHOR IN LEG ONLY
DESIGN CRITERIA:
LIVE LOADS ARE IN ACC CRDANCE WITH SECTION 2306.2 IN
THE SOUTH FLORIDA BUILDING CODE..
TEST LOAD ......... . ... 1.5 TIMES LIVE LOAD
3 TIMES LIVE LOAD
CONNECTIONS:
DEFLECTION:
MAIN MEMBERS 1/180
SECONDARY /TUBERS i ✓
RECOVERY FROM TEST LOAD gtl
•
ALUMINUM ALLOY OF SHUTTER COMPONENTS
IN ACCORDANCN WITH "THE ALUMINUM ASSOCIATION".
* MAY BE GALVANIZED OR STAINLESS STEEL.
GENERAL AOTES:
1) THIS SHUTTER WAS DESIGNED IN ACCORDANCE WITH THE
LTTROPOLITAN DADE COUNTY BUILDING & TONING DEPT.
POLICY, DATED JULY 20; 1962, BASED ON THE SOUTH
FLORIDA BUILDING CODE.
2) ALL ALUMINUM EXTRUSIONS SHALL HAVE A MINIMUM
THICKNESS OF .055;
3) 18 GAGE STEEL SECTIONS CAN REPLACE TEA .055
ALUMINUM EXTRUSIONS.
4) PRINTS ARE VALID FOR BUILDING DEPARTMENT PURPOSES
ONLY WHEN SIGNED BY THE ENGIN ER OVER HIS SEAL.
5) N IA PN C
EXCEEDS 6' CENTERS. L MUST BE BOLTED TOGETHER
AT
JALCO, INC.
745 N.W 50 STREET
MIAMI FLORIDA
CARR SMITH & ASSOCIATES, INC.
CONSULTING ENGINEERS
CORAL GABLES FLORIDA
DATE 7 6? IDRAWNJTOI DESIGN KNI FILE NO. I SHEET NO.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS 67 °7 1 OF I
AT SITE BEFORE PROCEEDING WITH WORD.
DETAIL OF STORM PANEL
• JALCO STORM PANEL