HomeMy WebLinkAboutBIN B-5 PERMIT 7013
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HURRICANE ANCHOH
@ EACH RAFTER -
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_=-=-=- -- R-19 INSULATION
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METAL EAVES DRIP ---+_
2 X 6 FASCIA BOARD : -.--'
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WRAPPED W/ALUMINUM~" /
VENTED ALUMINUM SOFIT ~
CONCRETE fiLLED .. U" t3LOCK
wI 1-15 BAR CONT
(lAP SPLICE CORNERS 25")
ALUMINUM FRAMED
WINDOW W/SCREEN --------_.~
---
-
PRECAST CONCRETE SILL----
a x a x 16 CONCRETE BLOCK-~
#5X.33" REBAR, EPOXY DOWELLED
INTO EXISTING CONCRETE - SEE PLAN_______
----=
1 It' DRYWALL
3
PIC LINTEL Wlf5' SE~T
NOTE: EXTEND WOOD BLOCKING
BEYOND WINDOW & DOOR
OPENINGS TO PROVIDE ATTACHMENT
OF DRAPERY RODS BY OWNER
--- CULTURAL MARBLE
WINDOW STOOL
-"""---1 X 2 P,T. FURRING
STRIP @ 1 ft O.C,
6'-8"
R-4.5 FOIL INSULATION ON
INT, BLOCK WALLS
1 X 4 P. T. BASE NAILER
EXL FINISH (SEE ELf.VAflONS) ~ J 1 14" WD. BASE
'- FINISH FLOOR PER SPEC'S
- COVER PER OWNER
TOP OF EXISTING. SLAB . ~,. ., '--', ....;. ."Y','-~. ".,'....~'~.."'....:..:...., "'. '-"~' ......~,: 'c~".r. - 4".L
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-6X6 X W1.4XW1.4 WWF - CTR'D
LEVELING COURSE PER ELEVATIONS
~~~EL 1~~?~~?ifN EB
GENEF~AL NOTES:
1. ftLL LUMBER IN CONTACT WITH CONCRETE OR MASONRY
SHAl~ BE PRESSURE TRfATED, USING WOLMAN CC
OR E:QUIVALENT.
2. LUMaER FOR STRUCTURAL FRAMING AND WALLS SHALL BE SURFACED DRY
STRUCTURAL GRADE SOUTHERN YELLOW PINE MEETING OR EXCEEDING THE
FOlLOWING MINIMUM CRITERIA, (UON)
2X4 STUD WALLS - SruD GRADE
2X6 AND LARGER FRAMING - NO. 2 GRADE
3. ALL WORK SHALL BE IN ACCORDANCE WITH THE 1994 STANDARD BUILDING
CODE, LOCAL ORDINANCE AND REGULATIONS.
4. WINO LOADS: 100 MPH WINO SPEED = 20.4 PSF, BASIC
DESIGN PER SBC SECTION 1606.
5. ALL NEW WINDOWS, THEIR FRAMES AND ANCHORS MUST SATISFY CHAPTERS
16 AND 24 OF THE 1994 sec.
6. MATIiRIALS Of CONSTRUCTION AND NOTES
ALd CONCRETE TO BE IN ACCORDANCE WITH .. BUILDING CODE REQUIREMENTS
FOR REINFORCED CONCRETt' (ACI 318-89).
I;
Alii CONCRETE------t'c ::: 2,500 PSI
MAX. SLUMP == 5 INCHES; FILLED CELLS == 9 INCHES.
All. REINfORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH Of 40,000 PSI
AND SHALL CONFORM TO AS1M A-615, lAP SPLICE BARS 25".
ALl. WELDED WIRE fABRIC SHALL CONFORM TO ASTM A-la5,
MASONRY
r
1. HOL~low REGUlAR WEIGHT CONCRETE MASONRY UNITS EIGHT 8 INCHES AND OVER
IN ',10TH SHALL CONFORM TO STANDARD SPECifiCATIONS FOR HOLLOW LOAD-
BEA. ING CONCRETE MASONRY UNITS, GRADE N-l1 CONFORMING TO ASTM C90,
Win A 28 DAY COMPRESSIVE STRENGTH OF NOT LESS THAN 1,500 PSI, f'rn
(ne~ section area),
2. MORTAR MIXES SHALL MEET ASTM C-270, PROPORTION PER THE FOLLOWING TYPES:
TYPE S (1,800 PSI) OR M (2,500 PSI).
3. CEL~S CONTAINING VERTICAL REINFORCING6 BARS SHALL BE FILLED WITH GROUT OR 'PEAROel<'"
CONCRETE AT A 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI AND CONTAINING
NOt LESS THAN 5 BAGS OF CEMENT PER CUBIC YARD AND A SLUMP OF
9 INCHES MAXIMUM.
ART V. ROSET, P,A.
STRUCTURAL CONSULTANTS
THE ENGINEtR WILL NOT BE RESPONSIBLE NOR ASSUME ANY UABIUrf FOR
ANY DEVIATION FROM THESE CONSTRUCTION CONTRACT DOCUMENTS WHETHER
DIRECTED BY THE OWNER OR THE CONTRACTOR UNLESS SPECIFICALLY
APPROVED IN WRITING BY ART Y. ROSET, P .A.
Tl-HS BUllOlNO IS OESICNEO to CONfORM TO
CIWTtR t~.$ECnON f60~ OF Oil '99. STANCAAD
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EQU\REO
APPROV~~ ~~~~E
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ALL WORK SHALL COMPLY
WITH ALL PREVAILING CODES,
STANDARD BUILDING, PLUMBING,
MECHANICAL, N.E.C. AND CITY
OF ZEPHVRHlLLS ORDINANCES.
plANS RE\J\EWe.O
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9th. STREET
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PAGE 54,
OF PASCO
EXISTING ZONING: F~-2
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ANNE-r-rE S. COBEF~T
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V7053
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SHEET 1 OF 2
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EXIST. ELECTRIC & AIC LINES TO REMAIN
EXIST. VTR TO REMAIN
EXIST. PLUMBING TO REMAIN
EXIST. PHONE TO BE RELOCATED
EXIST. ELECTRIC TO BE RELOCATED
\" EXIST. DRYER VENT TO BE RELOCATED
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STRUCTURAL CONSULTANTS
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THE ENGINEER WILL NOT BE RESPONSIBLE NOR ASSUME ANY LIABILITY FOR
ANY DEVIATION FROM fHESE CONSTRUCTION CONTRACT DOCUMENTS WHETHER
DIRECTED BY THE OWNER OR THE CONTRACTOR UNLESS SPECIFICALLY
APPROVED IN WRITING' BY ART V. ROSET, P.A.
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HURR.CANE ANCHOR
o EACH RAfTtR -
- EXISTING 2X8 RAftERS
=- ..., .orl"''''' --;
R-t9 INSUlATION
METAL EAVES DRIP --_
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CONCRETE fILLED .. tj' BLOCK
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INTO EXISTING CONCRETE - SEE P~___
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P /e LINTEL \.Vfff Sf A. r
NOTE: EXTEND WOOD BLOCKING
BEYOND WINDOW & DOOR
OPENINGS TO PROVIDE ATTACHMENT
OF DRAPERY HODS BY OWNER
---- CULTURAL MARBLE
WINDOW STOOL
----1 X 2 P.T. FURRING
STRIP @ 10' O.C.
6'-8"
R-4.5 FOIL INSULATION ON
INT, BLOCK WALLS
1 X 4 P. T. BASE NAILER
EXL FINISH (SEE ELtvATIONS)~ 3 1/4" WD. BASE
...... FINISH FLOOR PER SPEC'S
- COVER PER OWNER
TOP OF EXISTINQ SLAB '. _ "~''''......:.<'< .~' ~.~'. ...'"'.....V~',,'J".~...y.T"'..,'...~r 4":t:
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LEVELING COURSE PER ELEVATIONS
~~~E~ l;2"E?~~~:J EB
GENERAL NOTES:
1. ALL LU~'. 8ER IN CONTACT wm~ CONCRETE OR MASONRY
SHALL E PRESSURE TREATED, USING WOLMAN CC
OR EQU AlENT.
I
2. LUMBER FOR STRUCTURAL FRAMING AND WALLS SHALL BE SURFACED DRY
STRUCT(J. RAl GRADE SOUTHERN YELLOW PINE MEETING OR EXCEEDING THE
FOLLOwtNG MINIMUM CRITERIA. (UON)
~X4 STUD WALLS - STUD GRADE
2X6 AND lARGER FRAMING - NO. 2 GRADE
3. ALL WORK SHALL BE IN ACCORDANCE WITH THE 1994 STANDARD BUILDING
CODE, ~OCAL ORDINANCE AND REGULATIONS,
4. WIND LOADS: 100 MPH WIND SPEED = 20.4 PSF, BASIC
DESIGN PER sac SECTION 1 606.
5. ALL N~ WINDOWS, lliEIR FRAMES AND ANCHORS MUST SATISFY CHAPTERS
16 AND, 24 OF THE 1994 SBC.
6. MATERIALS OF CONSTRUCTION AND NOTES
ALL CONCRETE TO BE IN ACCORDANCE WITH .. BUILDING CODE REQUIREMENTS
FOR ~EINFORCED CONCRETt' (ACI 318-89).
ALL CONCRETE------f'c = 2500 PSI
" ,
MAX. pLUMP ::: 5 INCHES; FILLED CELLS = 9 INCHES.
ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 40,000 PSI
AND SHALL CONFORM TO ASTM A-61S. lAP SPLICE BARS 25",
ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-la5.
MASONRY
1. HOLLOW REGULAR WEIGHT CONCRETE MASONRY UNITS EIGHT 8 INCHES AND OVER
IN WIDTH SHALL CONFORM TO STANDARD SPECIFICATIONS FOR HOllOW LOAD-
BEARING CONCRETE MASONRY UNITS, GRADE N-' 1 CONFORMING TO ASTM C90,
WITH A 28 DAY COMPRESSIVE STRENGTH OF NOT LESS THAN 1,500 PSI, f'm
(net section area).
2. MORTAR MIXES SHAlL MEET ASTM C-270, PROPORTION PER THE FOLLOWING TYPES;
TYPE S (1,800 PSI) OR M (2,500 PSI).
3. CELLS CONTAINING VERTICAL RE1NFORClNG6 BARS SHALL BE FILLED WITH GROUT OR 'PEAROCK"
CONCRETE AT A 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI AND CONTAINING
NOT LESS THAN 5 BAGS OF CEMENT PER CUBIC YARD AND A SLUMP OF
9 INCHES MAXIMUM.
ART . V. ROSET, P.A.
STRYCTURAL CONSULTANTS
THE I ENGINEER WILL NOT BE RESPONSIBLE NOR ASSUME ANY L1ABIUlY FOR
ANY I, DEVIATION FROM THESE CONSTRUCTION CONTRACT DOCUMENTS WHETHER
DIREC. TED BY THE OWNER OR THE CONTRACTOR UNLESS SPECIFICALLY
APP~OVED IN WRITING BY ARf V. ROSET, P.A.
THIS BU1l0lNGIS p(SICNEO TO CONfORM TO
CHAPTER 1~, SECnON 160& Of TliE 1994 STAAOAAO
eUllOl~ COO( fOR to() MPH WINO lOAl)S.
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EXIST. ELECTRIC TO BE RELOCATED
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STRUCTURAL CONSULTANTS
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n11S 6UlLO...ING IS.,.DESlGNED TO CON .roR....Bo
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