1268 NE 93 St (2)I
LhX
4
Ali
1C.
`
•
ELEVATION
- v.4.1516a
3•5 •• C.ov>;e.dft
. SLAT
SECTION B -B
N.T.S.
N.TS
Sag e- s II �
ezd e.. A fl G.✓;i 0 E
3Dre-om {,�yJJpp
ALT SECTION B -B N. TS.
CORNER DETAIL
FOR ASCE7 -88 WIND LOAD REQUIREMENTS
USE SHEET 92 -11B FOR BROWARD COUNTY (COASTAL ONLY)
USE SHEET 92 -11C FOR MONROE COUNTY
SECTION A - A
N.T S
N. S.
COASTAL EXPOSURE
BUILDINGS HEIGHT LESS 80 PT
: MAX. ;ANCHOR;
HUT 20N1 LOAD : SLAT ;SPACE
PT PSF SPAN : 1N.
;INTER; 30.2 :13' -1"1 25 :
0 -15 1 HND 35.1 :12' -8": 29 :
;INTER; 37.0 :12' -2 - 1 22
15 -25 : BND 42.9 :11' -4 ": 20 :
1
;INTER 41.4 :11' -8 "1 21
25 -35 : HND 48.1 :10' -8": 19 :
:INTER 45.9 110' -11: 20 :
35 -55 ; END 53.3 ;10' -2": 18 :
BUILDIN05 HEIGHT OVER 80 P7
MAX. :ANCHOR:
BL1T :IONE LOAD : SLAT :SPAC1N:
PT PSP SPAM : IN. '
:INT11 32.4 :12' -101 24 1
0 - 15 : END 51.3 :10' -4" 19 :
:I8T391 39.3 111' -9" 21 :
15 -25 1 END ; 82.9 19' -4" 17 1
1
1181881 44.4 111' -1" 20 1
25 -35 1 END 1 70.3 18' -10" 18 I
:INTE1: 48.2 110• -7 19 1
35 -55 1 END : 77.8 18' -5" 15
1
:INTER: 55.2 110' -0" 18
55 -75 : END : 87.4 16' -0" : 14 1
:INTER: 80.0 :8' -7 ' 17
75 -100 1 END : 95.0 17' -4 14 :
:INTERS 88.0 :9' -1" 17 :
100 -1501 END ; 104.5 :8' -8" 14 ;
1 1
;INTER: 75.8 :8' -8- . 15 :
:150 -250: END : 119.7 :5' -10 ": 14 :
:INTER: 85.2 18' -0" 15 :
:250 -3501 END : 134.9 :5' -2" ' 14 :
HEADER
TOP
VENTED PANEL
: SOUTH FLORIDA BUILDING CODE:
STANDARD EXPOSURE
BUILDINGS ALL HEIGHTS
■ ; :
MAY. 1ANCHOR
1 8LEV ;LOAD 1 SLAT ;SPACE
PT 1 PSI : SPAN : IN.
:0 - 15 129.7 113' -1" ' 21
1 15 -25 138.3 112' -4" 22
1 25 -35 140.7 111' -7" : 21
I
: 35 -55 :45.1 111' -0" 1 20
: 55 -75 150.8 110' -5" 1 19
175 -100 :55.0 110' -0" 16
1100 - 150160.5 : 9' -8" : 17
1 1
:150 - 250169.3 16' -11" 1 18
i
1250 - 350178.1 : 8' -5" : 15
! 1 1
BOT TOM
S ILL
MOUNTING
HINGE
CENTER LOCK
$I4.4. ADAPTER
APPROVED ASCOMP' -SING WITH THE
SOUTH •••ppp--- ��^� BUILDI0 G CODE
DATE J) 4 • I4 19 4,Z
BT
CONTRCLOMSCN
8U0.DING C.A. COMPLNNCIL O/►CE
ACCEPTANCE N0. 92� 07 / ° "/
G NE ERAL NOT85
1. THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH 1988 SOOTS
FLORIDA BUILDING CODE.
2. DESIGN CRITERIA FOR ALUMINUM. MINIMUM MECHANICAL P10PE1TI13
A SAFETY FACTORS ARE IN ACCORDANCE WITS THE •ALUE1lUE
CONSTRUCTION MANUAL•, LATEST EDITI01.
3. ALUMINUM ALLOTS: ALL 917855IONS SHALL BE ALLOTS AS MOTUD IN
DETAIL DRAWING, ALL MEET SHALL BE ALLOT 7003 -914.
4. STEEL SURFACES TO BE PLACED I1 CONTACT WITS ALUMINUM SMALL
BE GIVEN ONE COAT OF 2INC CHROMATE PRIMER IN ACCORDANCI WITH
FEDERAL SPEC. N0. 7TP -645, 01 BE GALVANIZED.
5. AICEOIS INTO COICISTI SMALL BI 1/4 TAPCON, 1 -3/4 minmin
OR 114 SMS WITH RAWL PLUGS OR EQUIVALENT.
6. ALL BOLTS, NUTS AND NAMES SHALL BE STAINLESS STEEL OR
ALUMINUM ALLOT 2024 -T4 OR 7075 -76, OE PLATED 8Ti8I..
7. THE DESIGN OF ANT SHUTTER AT A GIVEN ELEVATION mu. COMPLY
4IT9 T93 TAILES PERTAINING TO 711 IIPOSUII /ZONE:
R. D88IGN CRITERIA: DEFLECTION 1 L/30 OR 2• e.
SOUTH FLORIDA BUILDING CODE
1988 DADE 1992 BROWARD
S URI 7 laiC HUT TEE -
ROLLADEN . INC
550_ AALSIAL SLvBL
- HALLANGALI[_ FI • --3] oaR--
®9 p a AL.- FAROOO CORPORATION
Z 5 I �C rE evHc ay., sa�ai o.00� ee e
OAT. arms
DOAw:MO NO
9 2 -11
ONT.
FIRE DEPARTE'IEN
P;i8LIC V10KS
POLICE DEPt..;;TIAL:'.:T
P.Ull..DING
PLAN::NG & Z3;;:13
VILLAGE COUNCIL
COMPLIANCE VI:III THE SC'HiN :10....iD OUI' ( .1 CODE AS ADOPTED
BY MIAMI SHO:ZL.3 VP.LAGE. IS IEQU:I.:EI). 1..E Al;CHITECT, BUILDER 8
SUB CONTRi.;;TOTS C '""'"!.7.) ''.. ''''' ! OF ALL BUIL
ING REGULATIONS WHETHER OR NOT SPECIFICALLY tINDECATED HERElk
THESE PLANS ARE APPROVED FO ISSUANCE OF A BV_DING PERMIT
EI WIN NO VARMNCES 0 WITH VAR/ACE(s) USTE) IN "REPPIKS"
NO OTHER DEVIATWS FIV1 THE MAN; SHORES BlreinINc /VD ZONING
ORDINANCES Vila 3E F'ERT,IITTED. UNLESS SPECIrl.:21L 'I LISTED GE! CV.
Al.t. OTHER APPLICf,Dt.E STATE AND COUNTY 1..r.", ;,!UST CE COMPLED
VVITH 3Y ALL PARTIF_S.
APPROVAL
PRELIMINARY
FINAL:
REMARKS: