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ANY DESCREPANCIES, OR VARIATION FROM
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WRITTEN DIMENSIONS ON THESE DRAWING SHALLHAVE PRECEDENCE OVER SALE
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WEAVER RESCENCE
344 N.E. 102 ND. ST. MIAMI, FLORIDA
APPROVED BY ORAWKif
EDWARD A. LANDERS 1 VSSED
Ex
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DADE CANVAS PRODUCTS co
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allime.vmonoirometwoommommla
3470 N.W. 7th STREET
iAlAIVI I, FL 33125
PR: (305) 649-4511
FAX: (305) 643-96!59
SCALE.
DKAWN BY: A A
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PAGE
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MARTI- A 1,i rA\./
Q.5,- 1672
__KLAL\41 33.V36
10"
11
(A)
Y4 rx 2" S T L. f�
WELDED TO HEAD PIP...
2 -6" O. C. a
ATTACHED TO WALL
WITH 3/8,x 3" RED
SLEEVE ANCHORS
I
113E C-0"
Ati7Au1 T� (?S
[ EP \iP 4i�k -4orz5
`O t
GENERAL NOTES: W N o g
1. All tubing to be ALLIED 50/55 with Gmorshield" a, W N p .1. n
All pipe to be ASA Schedule 40, galvanized. id O t
2. All welds shall comply with the A.W.S. Code (latest edition — no
3. All welds covered with corrosion resistant coating. V t
4. All suucarres designed in accordance with the ` V Id t) O e.
following Codes (latest edition). Z r
W L —
A South Florida Building Code, Chapter 43 °11. ft 0 �
B. Southern Standard Building Code, Chao.= 12 P.B.C. amended for wind forces.
►_� $
c. Ciry of Palm Beach ordinance modification to X1 ui_AC
Souaern Standard Code, Section 2201.3 (4) (d) W N V _ _ _
Awning covers shall be removed during periods of high N O CC O —
words; spe tally, winds in excess of 75 m.ph
Al) connections shall be- fully welded (U.O.N).
-2 U h t) m
All frames have been designed using rational' analysis
4T(i6 i 1n (r3s ,»/ coo
's' >< 3'' 71,rc■e,
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,GEINERAL NOTEQ '
T
WORK PE SHALL. COMPLY WITH THS FOLLOWING:
A. THESE GENERAL NOTES (UNLESS OTHERWISE NOTED ON
PLANS OR SPEC1FICATIONS).
B. SOUTH FLORIDA BUILDING CODE. LATEST [EDITION.
C. ALL APPLICABLE STATE AND LOCAL CODES ORDINANCES AND
REG E AYIt NS.
D. NAT $ONA ELECTRIC CODE, OSHA AND NATIONAL BOARD OF
VIRE3.. U�t URWRITERS.
2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS
SHALL. SE THE RESPONSIBILITY OF THE SUB - CONTRACTOR.
NOTED DIMENSIONS ARE PRECEDENT OVER SCALE.
3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT
THE JOB UNLESS OTHERWISE NOTED OR SHOWN.
4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND
COORDINATE ALL DRAWINGS, WHEN IN THE OPINION OF rHE
CONTRACTOR A DISCREPANCY EXISTS HE SHALL PROMPTLY REPQRr
IT TO THE ARCHITECT FOR PROPER ADJUSTMENT BEFORE
PROCEEDING WITH THE WORK. .
5. ALL CONDITIONS AND ALL APPLICABLE REQUIREMENTS OF THE
CONTRACT BETWEEN THE CONTRACTOR AND THE OWNER SHALL
GOVERN ALL SECTIONS OF THE SPECIFICATIONS.
. OMISSION$: IN THE EVENT THAT CERTAIN FEATURES OF THE
CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN
THEIR CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR
SIMILAR CONDITIONS THAT ARK SHOWN.
7. ALL WORK THAT I3 EITHER IMPLIED OR REASONABLY INFERRED
FROM THE CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS
SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL
DRAWING$ AND SPECIFICATIONS ARE DIRECTED TO THE
ATTENTION OF THE CONTRACTOR AND THE INCLUSION OF ANY
WORK BY MENTION, NOTE OR DETAIL, ITEMIZATION OR
IMPLICATIONS HOWEVER BRIEF, MEANS THE CONTRACTOR SHALL
PROVIDE AND INSTALL SANE. ALL WORK PERFORMED TO ESE PART
OF A COMPLETE PACKAGE WITHIN THE DEFINITIONS NORMAL
INDUSTRY STANDARDS.
8. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBER SHALL
BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCA1
WITHOUT PRIOR APPROVAL BY THE ARCHITECT.
S: ALL PERMITS, INSPECTIONS, APPROVALS, ETC. SHALL BE
APPLIED FOR AND PAID BY THE CONTRACTOR Its - ALL FIELDS OF
HIS WORK, AND HE SHALL as RESPONSIBLE FOR THE
COORDINATION OF INSPECTION AND APPROVAL OF HIS WORK.
PRIMO BUILDING PERMITS SHALL BE OBTAINED BY THE
CONTRACTOR AND PAID FOR BY THE OWNER.
ALL WORK COMPLETED' OR OTHERWISE, SHALL pE PROPERLY
PROTECTED AT ALL TINES. CONTRACTOR SHALL FOLLOW ALL
ACCEPTED METHOD$ OF SAFETY PRACTICE AND PROVIDE ALL
FENCES, BARRICADES, ETC. AS MAY BE NEEDED TO PROTECT
LIFE AND PROPERTY AND AS MAY BE REQUIRED BY ALL
AUTHORITIES HAVING JURISDICTION OVER THIS WORK. HE
SHALL, REPAIR AT HIS OWN COST ANY DAMAGES TO THE
PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION.
11. . DISCREPANCIES: THE CONTRACTOR SHALL FAMILIARIZE; HIMSELF
WITH PROJECT THOROUGHLY, INSPECT THE SITE, THE DRAWINGS
AND' $PEC1IICATIONS, SO AS TO THOROUGHLY UNDERSTAND THE
WORK. ANY AND ALL DISCREPANCIES AND OMISSIONS SHALL BE
REI ORTE;D TO THE, ARCHITECT. IT IS THE RESPONSIEILITY OF
THE,. CONTRAGTOR Tq POURS THAT DISCREPANCIE =S ANQ
O?1S3ION3' REPORTED AND CLARIFICATION OBTAINED.
12. seroRe COMMLiNCING WITH THE WORK, THE CONTRACTOR SHALL
FILE WITH OWNER CURRENT INSURANCE CERTIFICATIONS IN'THE
AMOUNTS REQUESTED EY THE OWNER FOR WORKMEN COMPENSA4 1ON,
COMPREHENSIVE GENERAL LIABILITY , BODILY INJURY AND
PROPERTY DAMAGE. IT IS THE INTENTIONS OF THE PARTIES
THAT THE CONTRACTOR SHALL INDEMNIFY THE OWNER AND THi:
ARCHITECT FOR ANY AND ALL COSTS, CLAIMS, SUITS, AND
JUDGEMENTS FOR PROPERTY DAMAGE, AND PERSONAL INJURY,
(INCLUDING DENTAL), ARISING OUT OF THE WORK OF THEs
CONTRACTOR. -
13. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB
IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL
MANUFACTURES LABELS.
Fz
1e.
14. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS
WORKMANLIKE MANNER, MATCHING AND ALIGNING ALL SURFACES
WHEREi' APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE.
CONTRACTOR SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND
REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES
OF THE TRADES. ALL ADJACENT SURFACES T THEIR WORK SHALL
BE LBF't A$ THEY APPEAR PRIOR TO THE COMMENCEMENT OF THE
CONTRACTOR'S WORK 70 BE DONE. CONTRACTOR SHALL PROTECT
AL4. ADJACENT SURFACES DURING THE COURSE OF HIS
INSTALLATIONS. ALL GLASS AND HARDWARE SHALL BE
THOROUGHLY CLEANED IN A MANNER ACCEPTABLE TO THE{ O%NEk.
10•- THE CONTRACTOR HALL GUARANTEE IN WRITING IN A min AS
ACCEPTABLe TO THEI OWNER ALL LABOR AND MATERIAL INSTALLED
BY HIM FOR A PERIOD OF (1) ONE YEAR AFTER DATE OF
ACCEPTANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED
HEREIN OR ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL
WORK SHALL BEI REPLACED- OR PROPERLY REPAIRED AT NO
ADDITIONAL COST TO THS OWNER.
16. ALL WORK AND /OR 1 ATERIALS SHALL BE INSTALLED IN STRICT
ACCORDANCE WITH MANUFACTURERS OR INDUSTRIES
RECOHMENQATION$ QV SPECIFICATIONS.
1/. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN
CONSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED by
THE ARCHITECT, THE CONTRACTOR AND THE OWNER.
18. THE CONTRACTOR SHALL CORRELATE THE DIMENSION INDICATED
IN THE DRAWINGS AND THE ACTUAL FIELD CONDITIONS ANY
DISCREPANCIES SHOULD BE REPORTED TO THE ARCHITECT.
DIVISION 2 SITE WORK
1. NEW FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED
COMPACTED FILL.
2. FILL UNDER BUILDING: COMPACTED WITH SAND: NOT MORE BY 10
PERCENT BY WEIGHT PASSING NO. SIEVE. ROCK WASHINGS NOT
ACCEPTABLE,
3. FILL FOR ROUGH GRADING AND UNDER SIDEWALKS: CLEAN PIT
ROCK AND /OR SAND CONTAINING MINIMUM 80 PERCENT SAND WITH
NO ROCK LARGER THAN WILL PASS THROUGH A 2 -1 /2" RING.
4. CLEARING: REMOVE ORGANIC AND OTHER DELETERIOUS MATERIALS
INCLUDING DESIGNATED TREES, ROOTS, ETC. FROM 'rHE ENf1RE
SITE. AREAS TO BE COVERED BY BUILDINGS SLAB ON FILL,
AND ALL AREAS UNDER SIDEWALKS AND PAVING SCARIFIED TO A
MINIMUM DEPTH OF 8" AND AS OTHERWISE REQUIRED, TO REMOVE
STUMPS, ROOTS, ETC. COMPLETE WORK BEFORE STARTING
FOUNDATION WORK. REMOVE ALL TRASH AND OTHER DELETERIOUS
MATERIALS FROM SITE AND STOCKPILE: APPROVED MATERIALS FOR
SITE GRADING.
5. EXCAVATION: EXCAVATE FOOTING TRENCHES TO DEPTHS
INDICATED ON STRUCTURAL DRAWINGS AND DETAILS. HELOCArE
EXCAVATED MATERIAL. BACKFILL UNDER FOUNDATION 15
STRICTLY PROHIBITED OTHER THAN FOR SPECIAL SYSTEMS AS
DESIGNED.
6. MINIMUM BEARING CAPACITY OF SOIL AT ALL FOUNDATIONS TO
BE 2,000 P.S.F.
7. •FILLING AND BACKFILLING: PLACE FILL UNDER SLABS IN
LAYERS NOT MORE THAN 12" THICK. COMPACT TO A MINIMUM OF
NINETY-FIVE PERCENT (95x) OF MAXIMUM DENSITY AT OPTi1UN
MOISTURE AS DETERMINED ASTN 01557. PLACE FILL OUfSLEJE
OF BUILDINGS IN LAYERS NOT MORE THAN 12" THICK. '.IATER
AND COMPACT EACH LAYER TO SOLID MASS EQUAL TO
SURROUNDINGS UNDISTURBED SOIL.
8. PROVIDE GROUND' POISONING PER FHA N.P.S. UNDER ENTIRK
SURFACE OF FLOOR, PATIO AND STOOP SLABS AND BOTH SIDES
OF FOUNDATION WALLS WHICH ARE NEW.
DIVISION 4 MASONRY
1. CONCRETE MASONRY UNITS A.S.T.M. C90 -70, GRADE A.
2. STORE MATERIAL UNDER COVER IN DRY PLACE.
3. GENERAL ERECT 1 'ASONRY INCLUDING SE r BOLTS, ANCHORS,
INSERTS, SLE$V1 3 AND OTHER ITEMS SPECIFIED I L5kwHERE BUT
REQUIRED TO BE IN MASONRY. PROVIDE OPENINGS
REQUIRED BY TRADES. ERECT BLOCK ABUTTING CONCRETE
WORK IS POURED ; UNLEesS OTHERWISE INDICATED. DO NOT USE
SQUARE END BLOCKS ABUTTING CONCRETE COLUMNS, WHERE
BLOCKS ABUTS COLUMNS POURED PRIOR TO LAYING USE T-
ANCHORS IN DOVETAIL SLOTS EVERY THIRD COURSE OF BLOCK.
4. ' MORTAR MIX 1 AIgr PORTLAND CEMENT, 1/2 PART LINE PUTTY,
3 1/2 PARTS SAW: A3TM C-2/0 AND ASTM C -90, USE "TYPE
"B.. BELOW GRAD ANC, TYPE “s. ABOVE GRADE. - °'
5. GROUT MIX 1 PAST CEMENT 3 PARTS SAND.
Na 102 NU. 'sr
101 5T -sT
LOCATION MAP
•
107'6'
0
REMOVE
EX61i t4C-1
P�Uia.+ < WA1 U1.
SCALER F1 ow
DAT oD 'o0• q6,
N
tl
102nd. SI
ASPHALT PA 'JIN��
SIDEWALK
"' 4J
N
1
'sX�ST!Nh
O•JE 3Tor /
NE1J CEG(
3O' -&'
, 15
"
APPROVED BY
EOWARO A. ►„ANpag. ,
LEGAL DESCRIPTION
• LOT 7, BLOCK 38, SUBDIVISION
MIAMI SHORES SECTION ONE
AMENDED ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT NO.
10, PAGE NO 70 OF THE PUBLIC
RECORDS OF DADE COUNTY, FLORIDA.
W�AUER RESJDE\CE
34 4 N.E, 102 ND ST. MIAMI, FLORIDA
=EDWARD A. LANDEt2S , P. E. *038398 (305). 823-3938
7850 N.W. 146 STREET. SUITE 5o9 • MIAMI LAKES, FL. 330ICo
Ira
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WEAVER RESIDENCE
344 N,E. 102ND. ST. MIAMI, FLORIDA
SC A LE AS SHOWN APPROVED BY 1CRAAN BY
EDWARD A. LANDERS RE vISED
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EDWARD A. LANDERS, P.E. *038398 (3c5)823-3938
7650 N 146 STET SUITE 509 MIAM( LAKES, FL. 3301G9
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