HomeMy WebLinkAbout106 Grove Hollow Ct (rev) (a) (2)Type of Work:
Description of Work:
Plan Review Contact Person:
Phone:`y
t'
6 1 t I Fax:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction
q
Value: $ el G 11 0
3n73
Historic District: Yes No .
Residential Commercial
uo Change of Usev Move
Email: M (H
Property Owner Information
1NamePhuue:l:tl
Street: o Ic 0i 0& 1-tesident of property'!
City, State Zip: r) -Nyc)
Contractor Information
Narue c i
11 ` Phone: f 7 tf j o(f,
Street: i
City, State Zip: State Liceuse No.: _
Architect/Engineer Information
Name: (1 1' I 1" L'1 f Phone:
Street: r" /fi r' 1 J t(iC 041 Ce, Fax:
City, St, zip: E-mail:
Mortgage Lender: Bonding Company:
Address: Address:
o"L
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT LVLI ,Y RESULT IN YOUR
PAYING 'TWICE FOR IMPROVEIMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOI''ICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shrill be inscribed with the dawof application and the code ill effect as of that date: 5" Edition (201 !) Florida 13t ilding Code
Revised: June 30, 2015
Permit Application
EXISTING HOUSE
DRY EXIST. F.F.E. 0.0' WASP
45 BARS @48" o/c DOWEL
INTO EXISTING FOOTING
MIN, 6" WITH EP XY
NEW F.F.E. 0.0'
POUR 2" MIN 2500 PSI C NC, SLAB
WITH FIBER (TERMITE TREATED FILL
TYPICAL TIE NEW FOOTING
16"x16" F TING WITH 2#5 5'-6" TO EXISTING WITH 2#5 BARS
REBAR CUNT, MIN• 25" LAP- 6" EMBED WITH EPDXY
2 LOCATIONS) -Y=
REFFlo
FOUNDATION NOTES
L ALL CONCRETE SLABS SHALL HAVE A COMPRESSIVE
STRENGTH OF NUT LESS THAN 2500 PSI @ 28 DAYS
2, SLABS SHALL BE REINFORCED WITH FIBER MESH
OVER TERMITE TREATED FILL
3, CONCRETE F TINGS SHALL HAVE A COMPRESSIVE
STRENGTH OF NOT LESS THAN 2500 PSI @ 28 DAYS
4. REINF RCE F TINGS AND WALLS WITH 45 REBAR
AS INDICATED ALL BARS SHALL BE DEF RMED AND
CONFORM TO GRADE 40 ASTM DESIGNATI N A365,
AND BE CLEAN AND FREE FROM RUST AND SCALE
5, SPLICES MUST OVERLAP AT LEAST 25"
6, ASSUMED 2000 PSF S IL DENSITY
7, "N WOOD GRADE STAKES PERMITTED"
8, CONTRACTOR SHALL CALL FOR SLAB INSPECTI N
BEFORE POURING MONO SLAB
RECORD COPY
SLEEVE PIPE MIN,
a SIZES LARGER
THAN PIPE
M N F TING
SEE F UNDATION
PENETRATION DETAIL
SANFORD BUILDING DIVISION
REVIEWED FOR CODE COMPLIANCE A PERMIT ISSUED SHALL BE CONS (RUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
PLANS EXAMINER ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
p Z-5- (fe
DATE
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
iEQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
SANOR .%26
IMPORTANT NOTES
ENERGY CALCULATIONS TO BE PERFORMED BY AN AIR CONDITIONING COMPANY PRIOR TO
SUBMITTING PLANS TO CITY/COUNTY FOR REVIEW. AIR CONDITION COMPANY IS ALSO TO DESIGN
HEATING AND A/C DUCTING PLAN FOR OWNER.
OWNER TO SUPPLY WINDOW & DOOR MANUFACTURED SPECIFICATIONS FOR CITY/COUNTY WITH
PLANS SUBMITTAL FOR FLORIDA BUILDING CODE APPROVAL.
CONTRATOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. THESE
PLANS WERE DEVELOPED FROM FIELD MEASUREMENTS OF HOME AND VARY SLIGHTLY.
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6' _ 7"
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FOUNDATION PLAN
GENERAL NOTES
1. ALL LUMBER TO BE #2 syp EXCEPT STUDS, PLATE, BLOCKING
AND WALL USE #2 SPF MAX. M.C. OF 19% EXTERIOR LUMBER
AND LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE
TREATED.
2. EXTERIOR WINDOWS AND GLASS DOORS
MTJ`.-T-wRFri F E REQUIREMENTS OF R-612-1
u210'14THE FLORIDA RESIDENTIAL BUILDING CODE
EDITION
612-1 EXT IOR WINDOWS AND GLASS DOORS
R F TING AND LABELING. EXTERIOR WINDOWS
AND GLASS DOORS SHALL BE TESTED BY AN APPROVED
INDEPENDANT TESTING LABORATORY, AND BEAR AN AAMA
OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE
MANUFACTURER, PERFORMANCE CHARACTERISTICS AND
APPROVED PRODUCT EVALUATION ENTITY TO INDICATE
COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING
SPECIFICATION:
WINDOWS-ANSI/AAMA/NWWDA 101/IS2 2/97
3. WEATHER PROTECTION:
A.) ALL FRAMED CONSTRUCTION EXPOSED TO EXTERIOR
TO HAVE A VAPOR BARRIER
INSTALLED BEFORE WALL FINISH IS APPLIED.
B.) ALL ROOF DECKS SHALL BE COVERED WITH
APPROVED ROOF COVERINGS IN ACCORDANCE
WITH CURRENT FLORIDA BUILDING CODE. ROOF
ASSEMBLIES SHALL BE INSTALLLED IN
ACCORDANCE WITH THIS CODE AND THE
APPROVED MANUFACTURER'S INSTALLATION
INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY
SHALL PROTECT THE BUILDING AND STRUCTURE.
C.) FLASHING TO BE INSTALLED TO PREVENT MOISTURE
FROM ENTERING THE WALLS AND ROOFS THROUGH
COPINGS, THROUGH MOISTURE PERMEABLE
MATERIALS, AND AT INTERSECTIONS WITH PARAPET
WALLS OR OTHER PENETRATIONS THROUGH ALL ROOF
PLANES,
USE METAL FLASHING WITH GALV. 090 26 GA.
STEEL AND INSTALL AT WALL AND ROOF
THROUGH JOINTS IN COPINGS, THROUGH MOISTURE
PERMEABLE MATERIALS, AND AT INTERSECTIONS,
WHEREVER THERE IS A CHANGE IN SLOPE OR
DIRECTION AND AROUND ALL ROOF OPENINGS. ALL
METAL FLASHING SHALL BE CORROSION RESISTANT
AND THICKNESS TO BE NOT LESS THAN DESCRIBED
IN FLORIDA BUILDING CODE TABLE R903.2.1
FLASHING NOT REQUIRED AT HIP AND RIDGE JUNCTIONS.
4. ROOF VENTILATION:
ROOF VENTS TO BE PLACED A MIN. OF 3' ABOVE VENTILATED
SOFFITS.
ALL SOFFITS AT EAVES TO BE VENTILATED. FOR EVERY 300 S.F.
OF ATTIC THERE IS 1 S.F. OF ROOF VENTING.
EXISTING ROOF TO REMAIN
TYP, LSTA12 STRAP
@ 32" o/c
WALL SHEATHING
7/8" STUCCO W/WIRE LATH N FRAME
1/2" CDX PLYWOOD or 7/16" SB
USE 8d NAILS 6" ,C, EDGES
8o NAILS 12" •C• INTERI R
2"x4" PT BOTTOM PLATE
W/1/2"0 ANCHOR BOLTS
@ 32" o/c MAX,
GRADE VARIE
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cc
I
1 —4
1/2" NON SAG CLG, DRYWALL
NEW ATTIC INSULATION (R-19 MIN.)
SEE ENERGY CALC.)
EXISTING WOOD BEAM
TO REMAIN
2"x4" STUDS @ 16" o/c
POUR 2" MIN 2500 PSI C NC, SLAB
WITH FIBER (TERMITE TREATED FILL
XISTING C NC, SLAB
REMAIN
EW F TER WITH
450 BARS C NT
FRAME WALL SECTION
SCALE:3/4"=1'--0"
EXIST. OURED TIE BEAM
OPEN BLOCK TO ALLOW
NEW CELL FILLING
EPDXY DOWEL TO EXISTING
BEAM, MIN. 4" EMBEDMENT
LAP NEW STEEL 25" C
ALL LOCATIONS MIN.
OPENINGS MAY VARY IN WIDTH"
OPEN BLOCK TO ALLOW
DOWEL INSTALATION.
CLOSE UP WITH FORM
AND FILL CELL TO EXISTIN
BOND BEAM.
EPDXY DOWEL TO EXISTING
FOOTING, MIN. 4" EMBEDMEN
DOWEL = # 5 RE -BAR 0 30" LENGTH MIN.
EPDXY = SIMPSON "SET" OR EQ. HIGH
STRENGTH EPDXY.
RETRO-FIT CELL DETAIL
LEGAL DESCRIPTION:
LOT 90, REPLAT OF GROVEVIEW VILLAGE SECOND
REPLAT, ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 26, PAGE 7-8, OF THE
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
RE VISIONS
1 09-09-16
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DRAWN:
N.A.
REVISED:
K.E.
SCALE:
1 /4,.-1
3-
0,.
DATE:
05-09-1 6
SHEET
1 2of
REVISIONS
DRY
EXISTING HOUSE
EXIST. F.F.E. 0.0'
5 BARS @48" o/c DOWEL
INT EXISTING FOOTING
MIN. 6" WITH EPDXY
NEW F.F.E. 0.0'
POUR 2" MIN 2500 PSI CONC. SLAB!
WITH FIBER (TERMITE TREATED FILL
5'-6"
REF
24'x24'x12' FOOTING WITH
3#5 REBAR B/W
F.F.E. - 4'
4" 2500 PSI CONCRETE SLAB
r.
WITH FIBER OVER 6 MIL_ VAPOR
BARRIER OVER CLEAN COMPACTED
FILL
28'-0"
FOUNDATION NOTES
1, ALL CONCRETE SLABS SHALL HAVE A C M,PRESSIVE
STRENGTH F' NOT LESS THAN 2500 PSI C 28 DAYS
2, SLABS SHALL BE REINFORCED WITH FIBER MESH
OVER TERMITE TREATED FILL
3, CONCRETE F CITING% SHALL HAVE A C MPRESSIVE
STRENGTH OF NOT LESS THAN 2500 PSI (22 28 DAYS
4, REINFORCE FOOTINGS AND WALLS WITH 45 REBAR
ANDASRMTOGRADEB40ASTMDESIGNATIONIIA35,
AND BE CLEAN AND FREE- FROM RUST AND .SCALE
5, SPLICES MUST OVERLAP AT LEAST 25"
6. ASSUMED 2000 PSF S IL_ DENSITY
7, "N WOOD GRADE STAKES PERMITTED"
8, CONTRACTOR SHALL CALL FOR SLAB INSPE'CTI N
BEFORE POURING M N SLAB
SLEEVI_ PIPE' MIN,
2 SIZES LARGER
THAN 'IPE
M NCI F TING
SEE FOUNDATI N
PENETRATION DETAIL
IMPORTANT NOTES
ENERGY CALCULATIONS TO BE PERFORMED BY AN AIR CONDITIONING COMPANY PRIOR TO
SUBMITTING PLANS TO CITY/COUNTY FOR REVIEW. AIR CONDITION COMPANY IS ALSO TO DE` v,-N
HEATING AND A/C DUCTING PLAN FOR OWNER.
OWNER TO SUPPLY WINDOW & DOOR MANUFACTURED SPECIFICATIONS FOR CITY/COUN 1Y WITH
PLANS SUBMITTAL FOR FLORIDA BUILDING CODE APPROVAL.
CONTRATOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION, THEE
PLANS WERE DEVELOPED FROM FIELD MEASUREMENTS OF HOME AND VARY SLIGHTLY,
6'-7" I,
DW
FOUNDATION PLAN
ENERAL NO-FES
1. ALL LUMBER '10 BE #2 syp EXCEPT STUDS, PLATE, BLOCKING
AND WALL USE #2 SPF MAX. M.C. OF 19% EXTERIOR LUMBER
AND LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE
TREATED.
2. EXTERIOR WINDOWS AND GLASS DOORS
K!UST MEET THE REQUIREMENTS OF R-612-1
CF THE FLORIDA RESIDENTIAL BUILDING CODE
2014 EDITION
R-612-1 EXTERIOR WINDOWS AND GLASS DOORS
R-612-6 TESTING AND LABELING, EXTERIOR WINDOWS
AND GLASS DOORS SHALL BE TESTED BY AN APPROVED
INDEPErIOR WDMDAANTOR OTHER APPROSTING VEDLABELFIIDENTIIFIDENTIFYING -TAN
HEIR P!.
ANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED
PRODUCT EVALUATION EN FITY TO INDICATE COMPLIANCE
WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION:
WINDOWS-
ANSI/AAMA/NWWDA 101 /IS2 2/97 3.
ti,EATHER F'ROIECTION:_ A.)
ALL FRAMED CONSTRUCTION EXPOSED -10 EXTERIOR TO
HAVE A VAPOR BARRIER INSTALLED
BEFORE WALL FINISH IS APPLIED. B.)
ALL ROOF DECKS SHALL BE COVERED WITH APPROVED
ROOF COVERINGS IN ACCORDANCE WITH
CURRENT FLORIDA BUILDING CODE. ROOF ASSEMBLIES
SHALL BE INSTALLLED IN ACCORDANCE
WITH THIS CODE AND THE APPROVED
MANUFACTURER'S INSTALLATION INSTRUCTIONS
SUCH THAT THE ROOF ASSEMBLY SHALL
PROTECT THE BUILDING AND STRUCTURE. C.)
FLASHING TO BE INSTALLED TO PREVENT MOISTURE FROM
ENTERING THE WALLS AN ROOFS THROUGH COPINGS,
THROUGH MOISTURE PERMEABLE MATERIALS,
AND AT INTERSECTIONS W1111 PARAPET WALLS
OR OTHER PENETRATIONS THROUGH ALL ROOF PLANES.
USE
ME"FAL FLASHING WITH GALV. 090 26 GA. STEEL
AND INSTALL AT WALL AND ROOF THROUGH
JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE
MATERIALS, AND AT INTERSECTIONS, WHEREVER
THERE IS A CHANGE IN SLOPE OR DIRECTION
AND AROUND ALL ROOF OPENINGS. ALL METAL
FLASHING SHALL BE CORROSION RESISTANT AND
THICKNESS TO BE NOT LESS THAN DESCRIBED IN
FLORIDA BUILDING CODE TABLE R903.2,1 FLASHING
NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. 4.
ROOF VENTILATION: ROOF
VENTS TO BE PLACED A MIN. OF 3' ABOVE VENTILATED 30FFI
IS. ALL
SOFFITS AT EAVES TO BE VENTILATED. FOR EVERY 300 S.F. Or
ATTIC THERE IS 1 S.F. OF ROOF VENTING. EXISTING
ROOF TO REMAIN TYP.
LSTA12 STRAP @
32" o/c - WALL
SHExrI--IINO 7/
8' STUCCO W/WIRE LATH N FRAME 1/
2' CDX PLYWOOD or 7/16' SB --- USE
8d NAILS 6" ,C, EDGES 8d
NAILS 12" .C, INTERI R 2"
x4" PT BOTTOM PLATE W/
1/2"O ANCHOR B LTS @
32' o/c MAX. GRADE.
VARIES 1/
2" NON SAG CLG. DRYWALL. NEW
ATTIC INSULATION (R-19 MIN.) SEE
ENERGY CALL.) EXISTING
WOOD BEAM TO
REMAIN 2"
x4" STUDS @ 16" o/c 1/
2" DRYWALL INSUL.
ATI N (R-13 MIN. RSP4
B TThM PLATE POUR
3" MIN 2500 PSI C NC, SLAB WITH '
FIBER (TERMITE TREATED FILL XISTING
CONC. SLAB REMAIN
NEW
F TER WI-I,I 3#
5O BARS B/W SEE
F UNDATI N PLAN) FRAME
WALL SECTION SCALE:
3/4"=1'-0" 111. -
EXIST.
OURED rl _ BEAM OPEN
BLOCK TO ALLOW NEW
CELL FILLING EPDXY
DOWEL TO EXISTING BEAM,
MIN. 4' EMBEDMEN I LAP
NEW STEEL 25" Cry ALL
LOCATIONS MIN. OPENINGS
MAY VARY IN WIDTH" OPEN
BLOCK TO ALLOW DOWEL
INS rALATION. CLOSE
UP WITH FORM AND
FILL CELL TO EXISTING BOND
BEAM. EPDXY
DOWEL TO EXISTING FOOTING,
MIN. 4" EMBEDMENT DOWEL = #
5 RE —BAR U 30" LEws TH MIN. EPDXY =
SIMPSON "SET" OR EQ. HIGH STRENGTH
EPDXY. RETRQ-
Ell QaL OETAII LEGAL
DESCPTPTImN RECORD
COPY MAY
10 2017 LOT
90, RF_PLAT OF GROVEVIEW VILLAGE SECOND REPLAT,
ACCORDING TO THE PLAT THEREOF, AS RECORDED
IN PLAT BOOK 26, PAGE 7-8, OF THE PUBLIC
RECORDS OF SEMII",10LE COUNTY, FLORIDA. 1
097097l o 2 01-
03-17 3 A
Y
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REVISED: K.
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SCALE, I /
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1 ,_0>, DATE: 05-
09-
16 SHEET 1
0f
2
0
DRY I I MICAS
PANTRY
EXIST, MASTER BR.
5, 0„
EXIST. M, BATH
0"
AREA :320 SQ. FT.
EXISTING HOUSE
FGTR36 TIEDC]WN
NEW (3)1 3/4"xl6"
CMU WALL TO BE REMOVED
LVL BEAM -
SEE DETAIL FOR C NNECTION) (
SEE DETAIL)
P, RETR FIT CELL
LL AREA WITH CMU
3 LOCATIONS)
8'-8" 7 (a
ISLAND- ---
r
Eli
C)I0
I--
EXISTING SCREEN PORCH _
CONVERTED INTO DINING AND KITCHEN < <-I
I
REF « DW_
23SH
EXISTING 4"x4" PT POST;
2)3068FD
TO REMAIN
19'-8" 1, 5'-0"
26 -8"
F-GTR36 TIEDOWN
EXIST, BEDR M
FLOOR FLAN
REAR ELEVA
T.lON
EXIST, BEDR M
ELECTRICAL FLOOR PLAN
8" CM
FILLED CE
TYP.)
1ME WALL
JD BASED EXTERIOR SFIEA ri-MNG-OSB
1 LAYER 15#FELT DRAINAGE PLANE
PAPERBACK METAL LA'FI-I
7/8" NOMINAL STUCCO "IllICKNESS
AINAGE PLANE OVERLAP CONTROL
AD FLASHING AND MEMBERANE STRIP
ER WOOD FRAME/MASONRY CONNECTION
ME I'AL OR PLASTIC EXPANSION JOINT
MEMBRANE STRIP COVERING WOOD FRAME/
MASONRY INTERSECTION UNDER EXPANSION
JOINT EQUAL TO PROTEC TO WRAP BT-20XL-
9" WIDE. TO EX'[END 2" BELOW THE CMU
5/8" NOMINAL S'rUCCO FINISH
NOTE: NUMBERS INDICATE
SEQUENCE OF INSTALLATION
STUCCO FLASHING DETAIL
2X WALL FRAMING
DOURED LINTEL
3) "1/2"X8" ANCHOR BOLTS
W 2'XZX1/8 WASHER AND
NGT SPACED EVENLY FROM
FLOOR TO E30ND BEAM. `.E"r
IN JOINTS PRIOR TO FILLING.
EXT, FRAME WAL.Iw.... _ EI
BLOCK WALL CONNED C_ION
NEW (3)1 3//I"xI6"
LVL_ BEAM
FCTR36 TIED WN
XISTING ROOF
XISTING TRUSS
6"x6" PT BILL CKING
ELU__
2)16cl NAILS
EXISTING CMU WALL
BEAM TO CMU WALL CONNECTION
DOUBLE T')P PLATE
TRUSS (OR RAFTER)
W/ CONNECTOR
see frame plan
SP4 E
STUD
l
SP2-
PPLE STUDS-
LSTA 12
MIN. DE3L_ 2x6 HDR.
ETA 1? FULL LE
WALL Sl
FI` ADER STUDS—
MID-WAI
CON T.
f T i l_
IAII_ PER sP
8l I
SP2 STUD FOP CLIP
IGTH
UDS
L 13LKG.
STUD BO'T. CLIP
P.T. SILL PLATE' W/ DOLTS \P4 CLIP EA. STUD IF ONseewallsectiru )
LUAlf SEARING WALLS
HEADER/SI JIVSFRAP CHART
2 S.Y,P. NAXINUN HEAOEF' ;fUD(S) FULL LENGTH STRAF(S) AT
HEADER SPAN @ EAC'5J0 STUDS @ EACH EACH END OF
SIZE END HEADER
12) 2'X6' 5'-1'
2) 2'X8' 6'-0' 1 1
2) 21XIO'
2)
x SIHPSON LSTA 12 OR USP LASF12 WITH .V'lPSUN ----
SP4 OR USP SPIT R EA. JACK SIUD.
PROVIDE I SINPSUN SP4 OR USP SP14 @ HE IUP
AND DUTTUN OF ONE WALL SIUD AI EACH 'aE OF OPENINGS.
xx ANY ALLOWABLE HEADERS THAT EXCEED '>'F NAXINUN SPAN SHALL BE
NUIED ON THE ROOF PLAIT,—
I-FRAME CifLNT.I I .._...-TAIL.
LEI MAX
Sf Al.,i`IG OLUCY,ING FIE GHTSIZE, lli GRADE If OF Rows
2x4 SPRUCE FIR i' N[11E-
2A SPRUCE FIR 10'-0'
2x4 SPRUCE FIR, 1"
UNE._ _—
Iwo 12'-0'
2x4 SPRUCE FIR T THREE
2x4 SUUIHERN PINE _. 3:' 11IREE 13'-4'
2x4 SOUTHERN PINE THREE l5'-0'
2x6 SPRUCE FIR i4w NONE 91_0'
2x6 SPRUCE I IR I:' THU 14'-4'
24 SPRUCE FIR 1HREE
THREE 17'-0' 2x6 SOUTHERN PINE 4'
2x6 SUUIHERN PINE 1;" HIRE[ 19'-8'
2x8 SPRUCE FIR 1.:' THREE 18'-0'
2x8 SPRUCE FIR 1%'' IHP,EE 21'-0'
2x8 SOUTHERN PINE 1E' THREE
IHREE
22'-4'
2x8 SOUTHERN PINE I%"
LIMITING HEIGHT Fe..STUDS
t '
NEW (3:1 3/4'x16„
L V L BM I
NEW
FRAME WALL TYP, THA218 HANCERS WITI-
I :Lod NAILS I I I
I - E:XIS I'. CMU WALL_ 1O
BE DEMOLISHED I
I EXISTING
TRUSSES TO NEW BE:ffi,r0' []I\aECTI0N EXIS"IING
I-11IME HAZARD DETECTION UPGRADES 1.) PROVIDE
SMOKE DETECTORS IN ALL SLEEPING ROOMS AND WI-rl-IIN THE IMMEDIATE
VICINITY( OF SLEEPING ROOMS IF NOT EXISTING. 2,) ALL
SMOKE DETECTORS ARE TO BE HARDWIRED AND INTERCONNECTED SO THAT IN THE
EVENT ONE IS ACTIVATED, ALL ARE ACTIVATED IF NOT
EXISTING) UNLESS SAID
INTERCONNECTING AND HARDWIRING WOULD REQUIRE REMOVAL OF INTERIOR WALL
OR CEILING FINISHES WHICH EXPOSE '['HE STRUCTURE. ELECTRICAL NOTES
1. ALL
NEW RECEPTACLES LIGHTING AND SAFETY PROTECTION DEVICES (i.
e. SD, CMD) SHALL BE ON CIRCUITRY PROTECTED BY A U.
L. LISTED ARC -FAULT CIRCUIT INTERRUPTER (EXCEPT IN LAUNDRY, KITCHEN,
BA ITIS, GARAGE AND PORCHES). 2. ALL
RECEPTACLES SHALL BE A U.L. LISTED TAMPER RESISTANT AND ALL
GFIC RECEPTACLE SI-IALL ALSO BE WEA'FFIER RESISTANT RECEP
rACLES. 3. ALL
SMOKE DETECTORS HAVE BATTERY BACK-UP AND ARE INTERCONNECTED SO
TI-IAT IN "TIE "[FIAT IN TIIE EVENT ONE IS ACTIVATED, ALL
ARE ACTIVATED. 4. SMOKE
AND CARBON MONOXIDE DETECTOR MUST BE MORE THAN 36" AWAY
FROM CEILING FAN BLADES, ALSO NOT MORE THAN 10' FROM SLEEPING
ROOMS DOOR WINDOW DEIGN
PRESURE REUIREM EN T`. ALI_ SIZES & CONFIGURArION
S : - --__ POSITIVE PRESSURE OF
25.9 I.).s.1. NLGATIVL PRESSURE OF
34.7 p.s.f. DOOR DEIGN PRESSURE
REQUIREMENTS SLIDING GLASS DOORS
ALL SIZES - A.
POSITIVE PRESSURE
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DESIGN CRITERIA AND ASCE 7-10 '10 '
THE BEST OF MY KNOWLEDGE THESE CONIRACT DOCUMENTS PREPARED UNDER
MY DIRECT SUPERVISION, COMPLY WITH THE
APPLICABLE MINIMUM CODE REOUIREMENFS AND THE SAFETY
STANDARDS AS DETERMINED C3''( '[HE LOCAL AUTHORITY
IN ACCORDANCE WNH CHAPTERS 553 AND 633 OF
TIIE FLORIDA 51ATUT BrdN. H A19" ILL YL P.J{A'
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