65 NE 96 St (5).5uft ' o /Y
1 HEREBY CERTIFY that the attached sketch r presents
a curve/ made under my direction and is t ue and
correct 10 the best of my knowledge and be I of
There are no encroachmeata, `x pt sb
-
REGISTERED LAND St7RYEYOR 427
STATE OF FLORIDA
75,
,c'ov,er /_ %ilu i'1 5'd9 �Ilt_.gf
'27," `vr62
A ) Y L / Wes r 2 .y ci P' ;Go r-
A n- /( ' /2'9 2 / ,W/'131/
According to the Plat thereof as recorded in Plat Book /c9 , at Page 7,9
1
Public Records of Dade County, Florida. %
For /YJ,e 0 /c" C Li/ <i 5,;5€ .(/ Date ,..14 r', / )
1. B. FORD
1712 S. W. lot Street
Miami 35, Florida
Telephones: 9-3508 86 -4092
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for •
HOEFLE CON3T RUCT /ON
65 NE 9G ST MIAMI SHORES
by
ALUIVA SCREEN PANELS INC
2540 NW 3 8 C FL A
6063 T5
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PLAN OF ROOF
EAHLL CUHNEC�O��
NICOPRE33 OVAL 3LEEVB
5/l2 CABLE USS 134')
1/8 t ' CABLE, U313 18s3 -:1
_33) H L ;i3 _.
A I - - - 3 ~ 3PACXNOi .
N N. _ ..c.o . I 62 m
1;3 r , I r 1
2t:13- .I:bb .166 USI3 1s E50 DAR
2410 3.M.SCREN3
1100? BEAM ..i4 [ . (J ROOF BEAM
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ROOD BEAM 3BE: 3HEEsT -1 - -41
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AL'TEENA`PE &EV1i DETAIL NO
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5 USE Gib; M I R RA
OTHER $ CONDARY MEMBERS
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CABLE (21
3103 BRACING
SECT 0 -A
3E C TION D �.
A :a N0OD CRE 'S
2OL 3 1 FASO IA_
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OLTS 4
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BOLTS 4
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CA33 1
CA33 2
CA33 3
41:3D BRACING
711
CA38 I CA33 2 CA3I3 3
SCREEN ENCL03URE3 MITH ONE OR LS33 1'REK 3TAliDING CORNERS R;3QU1R.1 NO WINIY8RAOINO
3;REEN L1NCLOEURE3 NIrit 'T80 OR MORS FREE $'PANDING COHNER3 REgUIR13 VER'I'IC%t , (:311;x;)
BRAC I G AT. EACH FREE 3TANDINO CORNER. 3813 3103 AND END ELEVATIONS. 3E3 1100?
PLAN Y0&1 ROOF BRAC ING, IF R1JW IHED.
SCREEN ENCL03URES NI'1'H ALL CORNERS FREE 3 VERTICAL (510') I3PAC1tit
AT EACH CORNER LEACH NAY. 3E8 3ID13 ELEVATION3,3S3E RCOF PLAN FOR ROOF f31 WOG:
DESIGN CRITERIA: ALL '3CREHN 3UI1f•'ACES,HOii1'ZONTAL & ViR1'ICAL 10 P3F, UPLIFT I0 P3F.
ALUMINUM ALL0Y3 ; YIELD 3'T'RENO'TH3 3H0NN ARE 11N.UNLE3S SHONE OTHEANIA I4 BEAN CHEDlf6E'.
6063 -T Y.3.- 16 KSI, Nr),KJN,G., - * 3 K31. 6i 61 -16 Y.3... K31, NORK INO P a .5 1(:,31,.
60b3 -'T6 Y.3.- 25 K31, Ni.RK 1N � , v' 12.5 K'3I. 5005 -H36 Y.3.-23 K5I, ►10RKING P • 1 1. j K31,
MALE THICKNIr33E3 ARE MINIMUM. 4WFAL:3 SHONE HERE ARE ALUMINUM, EXCEPT DOLTS,NUr3,+MASHEI3
SCHENS,PIPE,`T'UHNI3UCKLE3 AND MIRE MAY BE ANTI -RUST PLA1ED 3TEEL,3TAINLE33 3'fEEL OR BR,OB.
AIL C0LUMN3, 31LLS & JAYI3S 3HALL BE ANCHORED AS SHCNN. ANC1i0R3 IN CONCRETE SHALL I313 Jt)11flAt
PLAS'T'IC EXPAN3I0N PLUGS, THUNDER BOLTS OR LAG SCRE3N3 IN LEAD SHIELDS SET IN HOLES LRILLE)
TO PROPER SIZE AND DEPTH BY ROTARY TYPES BIT. NO STAR DRILLS MILL. BE PERMITTED. 3U13$'FUT
ANCHOR3 MUST BE APPROVED BY 1E1E ENOIN1iER.
ALL LOADS IMP03ED ON AN EXISTING 3 RL'C'1URE MUST BE SRAN3r'ERRBD TO A POINT WHERE THEY ARS
SAFELY BORNE E?Y 3L'CH E3XISTIN' 31RUCTURE. ROOF AND 3IDES 3NALL BE COVERED MITIi 3CR13E:N
MATERIAL 1313IN0 60A OR GREATER OPEN. THE ADDITION OF 30LID ROO?INt3 OR SIDING MATERIAL OF
ANY TYPE SHALL NOT 1313 PERMITTED UNLE33 AUTHORIZED BY THE ENGINEER. ROOF SCREEN EIRE MALI
NOT BE SPLINE0 TO ROOF PURLIN3. IATCI1E3 ON DCOR3 ON S,IMMINO POOL E3NCL03URE3 SHALL 13E3 _.
bb" ABOVE THE THRE3HOLD AND SHALL BR 3ELF- LATCHING AND SELF - LOCKING.
THIS SCREEN ENCLOSURE NA3 DE3SIGNED AND TESTED IN ACCORDANCE; MITH THE 30Ur'H FLORIDA
BUILDING) CODE METROPOLITAN DAD}' COUNTY BUILDING AND ZONING DEP T . `'DE.3IUN C E I T E R I A AND
TH3'T REgUtREMENT3 FOR ALUMINUM SCREEN EiNCL03URt:3T EFFECTIVE JAN.1,1961.
CON1RAC'TOR 3HALL SUBMIT 3 T3 OF PLANS TO 1'H13 B3UILDING DEPARTMENT TO OBTAIN A BUILDING
PERMIT. 1 3ET OF PLANS SHALL CONSIST OF 1 PR13'r OF YAUER CRANING, 1 PRINT &RA►hN TO ECALI
$HOMING ROOF PAN AND ALL SIDE ELEiVA'TIONS, PLOT PLAN 3HONINU ELECTRICAL 3EsRVIC13, 3EPTIC
'DANK AND DRAIN FIELD. CONTRACTOR WET BE _WE AT ALL TIDES TO VERIFY ALLOY AND TE 4 1R OF
ALL ALUMIMUM BEING UYED.
PRINTS FOR HUILDINO PERMIT PURPOSE33 ARE VALID ONLY /HEN'TH13 ACTUAL PRINT 13 SIGNED EY. ,
THIS ENGINEER OVER HIS IMPRESSED SEAL.
THE SCREEN 'MIRE MATERIAL SHALL 13L01 AWAY FREES OF THE SCREEN iiNCLO3URE FRAYS MIEN A ►IND'
LOAD OF 10 P3? 012 GREATER 13 APPLIED. THE PLASTIC SPLINE HOLDING I'HES 3CR1:EN MIRE IN PIACI.
3HALL CONFORM TO THE FOLLOIMINO MINIMUM PROPERTIES. (A) DUROMETER IiARL'NES3 OF 10 TO 90.
(B) A DECRFAEa IN TaNs3XL 'STRENGTH OF Yu GREATER THAN 20$ NITH NO PLASTICIZEsR i XUV,I'rIOY
AHEM TEETEiD IN ACCORDANCE MITE ASrM DE3IONATION D412.51r AFTER 2000 HOURS OF A('CIiLENAT'E; D
NEATHERIN0 CONDUCTED IN ACCORDANCE NI ASTII DE?3I0NATION E42 -57T.
6063.16 ALUMINUM ALLOY BEA3t3 `N1LL DEAR EXTRUDERS IDE3NTIPICATION MARK STAMPED 1•FP. 'r11031
EACH 3ND OF BEAM. FOLLONINO A171i APPROVED MARKS, BON ,6063-16, MX 63 -16, JAW 6063 -16
1 - 1/4 BOLTS SPACED AS SHOWN IN BEAM 3CH1D.
2 u- 'TYPE 1 8" `E'ECO CONN.AT EA.J013T (3138 24 )
3 - 2" NOM. NA3C IA 1 5/$" MIN.
4 ) /4 yl %COD SCREWS 2 1 2" OE. El 1 "C.C.
5 • 1 /t1" 0 LAG SCRE:N3 2 1 2° LG. 4 18"C .0 .
MAX 14 JORDAN ANCHORS OR MAL.
6 - i/8' x 1/2" SWAP KITH 6• #10 3.U.3CRBN3
AEI, 0E03 DEEPER THAN 11 ".
' j 1 L 2 "x 2 1 x 1 /8" 1" LONG.
3 2 - #10 3.M. 3CR1AS,EACH SIDE.
9 - 311E 13i?AM 3CHECUL3 FOR N00D 3CR1:N3.
hBBN ANCHORING TO MA30NRY U38 2- 1 /4"
LAO 3CRE 2 1/2" 1,43. IN JORDAN
ANCHORS #1020
10 - L 2 4 x 2 1 /0 x 2 Lowe
11 - 2- 1/4" 0 LAO 3CRE'rr3 x 2 1/2" LONG IN
JORDAN ANCHORS.
La-CHAIR RAIL 11. 410 3.11. SORE N3
1 1/2" L01(0.
13 - .PURLIN,t4 -#1.0 3.11. 3CRENS EA. END
1 1/2" LONG.
111 • 1-Tum 'Al BEAM, 2 - ,O10 3.31. SCREE3
EACH END 1i 4 LONG.
15 1 -TYPES 'A' BEAM CONTINUOU3.
I6. QU'r ?ROM MEMBER 'J'.
17 - 2 x 2 i/1 PLATE,4. #10 3.31. WRENS
PLATE EACH 3IC1 OF BEAM.
B 'IL5i3p 5 -16 -61
R1V I333D 1 -26 -61
CONTRACTO4 314ALL VERIFY ALl. OlUEN3ION3
t8 - 5/16" N13LDED HEX 3CI1'? % IN RANL PLUG
19 - t %n � C )QC RI',TI3 3 / LAB, NI TH $ M1i31j,r t3' c Q"
•Ul 4DO,rN I' N. 44 BAR CONT.
20 - 5/16 ME 00LT, ,rarDED writ.
21 - WV" STAINLESS 3`T'EEL CABLE.
22 • 1 /t" STAINLESS 3MEHL CABLE.
25 • N IC0PRE33 OVAL 3L13I VB.
214 3/4 3/l4 CHANAEL 3
25 2 • 1 5 /1 11 .'t 1 /3 BOX 5 LONG.
- AL'tE11NAfl FOR ITEM 2. U313 2,161 Ok.
400D :3CRAN3 MIN., 1/2 PENETRATION
INTO ENDS OF EACH RAFTER.
27 • 2 "x1 /3 "PIATz NI lT i10
-'./ ,: T, __ T;'N A C y , l
1• CARR 3 N41 T VI EN A 3 SO 0 I A,;r
2600 w Esr F LAG LE R, MIAMI, FL'0N10
c;0N3UL1 iN0 E N 0 1 N/ E13 :'
QaTE__ 1- SI Ra�l 1 . K.T. 4S1GN E.C.S FECK E .0 73. TILE NO i SOtEit'
SCF EEN ENCLOSUF E _fY ?IGAL - UEp .