318 S Oceanwalk Dr RESA19-0003 addition permitPROJECT ANALY515 FOR ADDITION:
5QUAoRE FOOTAGE INFORMATION:
* CONDITIONED SPACE: 421sf
' GARAGE SPACE: 210sf
' UNCONDITIONED SPICE: 262sf
* TOTAL COVERED SPACE: 893sf
5TRUCTURE HEIGHT & NUMBER OF 5TORIE5:
* MEAN ROOF HEIGHT = 10'-6"
* PEAK ROOF HEIGHT = 1:21-611
* NUMBER OF 5TORIE5 = 1
TYPE OF CON5TRUCTION:
' TYPE: V -B
* PROTECTION: UNPROTECTED & UN5PRINKLERED
INDEX OF DRAeY4IN65:
*A101 - SCOPE OF WORK, 51TE PLAN, NOTES & ANALY515
*A102 - FLOOR PLAN, FOUNDATION PLAN
*A103 - ROOF & FRAMING PLAN, ELECTRICAL FLOOR PLAN
*A104 - ELEVATIONS, ARCHITECTURAL NOTES
*A105 - FLASHING NOTES & DETAILS
GENERAL 5TRUCTURAL NOTE5:
Y41NO LOAD NOTES:
DESIGN LODE: FLORIDA BUILDING CODE 2011 AND A5CE-1-10
ULTIMATE DESIGN WIND SPEED: VOLT.: 140 MPH
WIND IMPORTANCE FACTOR: I = 1.0
BUILDING R15K CATEGORY: III
WIND EXP05URE: D
ENCLOSURE: ENCLOSED BUILDING
INTERNAL PRE55URE COEFFICIENT: GGPI = +.15 OR -.18
WIND PRE55URE TO COMPONENTS/ CLADDINGS (MEAN ROOF HEIGHT 13')
END ZONE = 3'
ZONE EFFECTIVE WIND AREA(5F) WIND LOADS (P5F)
P051TIVE SUCTION
INTERIOR 10 +51.4 -55.6
20 +49.1 -53.5
50 +46.0 -50.4
100 +43.1 -48.1
END ZONE 10 +51.4 -68.8
20 +49.1 -64.2
50 +46.0 -55.1
100 +43.1 -53.5
NOTE:
AlN5 DESIGN PRE55URE = ULTIMATE PRE55URE X 0.6 OR DIVIDE WITH 1.6
MArTERIAtL5:
WOOD MEMBERS FOR BEAMS & POSTS: (#2 5YP)
14000 MEMBERS FOR STUDS: (#2 5YP OR BETTER)
MICROLLAM: 1.9E
CONCRETE:
ALL CONCRETE TO BE DE51ONED A5 PER AGI 315 LATEST EDITION.
FOOTI NG5: 3000psi
SLAB ON GRADE: 3000p5i
ALL OTHERS: 3000p5i
5PLICE5 IN REINFORCING WHERE PERMITTED
CONCRETE: 50 BAR DIAMETER
MA50NRY: 48 BAR DIAMETER
i UNLE55 SHOWN ON THESE DRAWINGS, MIN. CONCRETE FOR REINFORCING
CAST AGAINST EARTH: 3"
SLAB ON GRADE: CENTERED
EXF05ED TO EARTH OR WEATHER -
#6 THRU #11 BARS: 2"
#5 BARS & SMALLER: 1-1/2"
ALL REINFORCING SHALL BE HELD SECURELY IN P051TION WITH STANDARD
ACCESSORIES IN ACCORDANCE WITH ACI 315 DURING PLACEMENT OF CONCRETE.
TIMBER:
ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED A5 PER AITG &
TPI & NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION.
PROVIDE TEMPORARY TOP CHORD BRACING UNTIL ROOF 5HEATHING 15 IN PLACE.
ALL WOOD MEMBERS EXP05ED TO WEATHER SHALL BE PRE55URE TREATED.
PRE-ENGINEERED WOOD TRU55E5 SHALL COMPLY WITH TRU55 PLAT INSTITUTE
STANDARD WITH PROPER DEAD, LIVE AND WIND LOADS. ORAWIN65 SHALL BE
SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN THE
STATE OF FLORIDA.
PROVIDE HURRICANE CLIPS AT BOTH EN05 OF EACH RAFTER & TRUSS.
THE NUMBER AND 51ZE OF NAILS CONNECTING TO WOOD MEMBERS SHALL NOT BE
LE55 THAN TH05E SPECIFIED IN FBG 2010 TABLE 2304.9.1 FASTENING
SCHEDULE.
GENERAL NOTES:
1. ALL CONSTRUCTION MUST COMPLY WITH ALL GOVERNING C,ODE5
2. ALL CONTRACTORS AND 5UB-CONTRACTOR5 WILL THOROLIGHLY
FAMILIARIZE THEM5ELVE5 WITH THESE CONSTRUCTION DOCVUMENT5
AND WILL VERIFY EXISTING 51TE AND BUILDING CONDITIONS F'RIOR TO
SUBMITTING A BID.
3. 5UB-CONTRACTORS BEFORE 5TARTING THEIR WORK WILL CHECK
AND VERIFY THEIR PARTICULAR RELATED REOUIREMENT5 FOR
COMPLIANCE ALONG WITH MEASUREMENTS, SURFACE LEVEL15,
SURFACE CONDITIONS NEAR & ABOUT THEIR WORK. IT WILL BE
CONCLUDED THAT EACH BIDDER UNDER5TAND5 AND KN0W5 WHAT
WILL BE REQUIRED.
4. TH15 ARCHITECT AND H15 PROFE55IONAL CONSULTANTS W+ILL NOT
HAVE CONTROL OF & WILL NOT BE RESPONSIBLE FOR CONSTRUCTION
MEANS, METHODS, 5EOUENCE5, OR SAFETY PRECAUTIONS IN
CONNECTION WITH THE WORK ON THE PROJECT OR FOR THE ACTS
OR OM1510N5 OF THE CONTRACTOR, 51,113 -CONTRACTOR, OR p,NY
OTHER PERSONS PERFORMING ANY OF THE WORK ON TH15 SITE.
5. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/OR
SHORING TO INSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL
RELATED BUILDING COMPONENTS, I.E.: STRUCTURAL WALL5, INTERIOR
WALL A55EMBLIE5 ETC., DURING THE CONSTRUCTION PHA5E OF TH15
PROJECT.
6. ALL WORK WILL BE COORDINATED WITH OTHER TRADES IN ORDER
TO AVOID INTERFERENCE & PRESERVE MAXIMUM HEADROOM &
AVOID OM1510N5. EACH CONTRACTOR WILL INCLUDE ALL
M15CELLANEOU5 ITEMS REQUIRED BY CODE AND NEEDS TO
COMPLETE THIS WORK.
1. ALL MATERIAL USED WILL BE NEW & BEAR UL LABELS WHERE
REQUIRED & MEET NEMA STANDARDS.
8. LAYOUT ALL PARTITIONS BEFORE BEGINNING CON5TRUCTION TO
PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITIONS WILL
BE INSTALLED A5 NOTED ON THE DRAWING5.
DO NOT SCALE THE ORAWING5.
9. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING,
GUTTING, AND/OR INSTALLING MATERIAL, PRODUCT OR EQUIPMENT. IN
THE EVENT OF ANY DISCREPANCIES, CONTACT THE ARCHITECT
BEFORE PROCEEDING WITH THAT WORK.
10. ALL 5UB-CONTRACTOR5 WILL PROVIDE A CERTIFICATE OF
INSURANCE TO THE OWNER PRIOR TO 5TARTING ANY WORK ON TH15
PROJECT. CERTIFICATE OF INSURANCE CAN NOT BE TERMINATED OR
CANCELED WITHOUT 10 DAYS PRIOR WRITTEN NOTICE TO THE:
OWNER.
11. NO SUBSTITUTIONS OF ANY KIND FOR MATERIALS 5PECIFIE:D ON
THESE CONSTRUCTION DOCUMENTS 15 ALLOWED. NO "EQUIVALENT"
SUBSTITUTIONS WILL BE MADE, UNLE55 APPROVED IN WRITING BY
THE ARCHITECT & APPROVED BY THE OWNER DUE TO THE LA(;K OF
AVAILABILITY OF ORIGINAL, U.O.N. IN THESE DOCUMENTS
12. EACH CONTRACTOR 15 RESPONSIBLE FOR THE FIRST CLASS
WORKMAN5HIP & WILL A55UME ALL RESPON51BILITY FOR THE CARE
AND PROTECTIONS OF H15 OWN WORK & MATERIAL FRO DAMAGE.
HE Y41LL MAKE GOOD ANY DAMAGE TO H15 OWN OR OTHER
WORK CAUSED BY HIMSELF OR WORKMAN EMPLOYED BY HIM.
13. EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARI)5 &
RELATED 05HA STANDARDS FOR THE SAFETY OF THEIR
EMPLOYEES ON SITE. TH15 ARCHITECT AND H15 PROFE5510NA,L
CON5ULTANT5 WILL BE HARMLE55 BY THE: OWNER, GC, AND
RELATED AWARDED TRADES, ON TH15 PROJECT FOR ACCIDENTS OR
INJURIE5 CAUSED OR ACCRUED ON THIS PROPERTY DURING
CONSTRUCTION PHA5E5 OF TH15 PROJECT.
14. SHOULD FIRE ALARM & SPRINKLER DRAWIN65 BECOME A
REQUIREMENT, IT WILL BE THE RESPONSIBILITY OF THE
5UB-CONTRACTOR AND TO BE SUBMITTED A5 5EPERATE PERMIT
155UE.
130
140 -15 133
1 2D
4 ,I
144 • _ 140
-ism
144 +�
WIND-BORNE DEBRIS REGIONS: ,�,
150
UE3 t-atEG` wens Rtc'fe t� a baE G'n•I'-e 170
speE-_ is t -4 Vil'i or grear.e,. �.
_ HIS'. Vt- 00&,•-i.rficane Zone 1 ',; Hit; sr.
■
'M `,11'x_ and whin 1 in ._' he co --,as.
180
' Af:
m
Y41NOO BORNE MAP
5COPE OF Y40RK:
PLANS ARE BASED ON ADDITION OF 2415F OF COOLED SPACE OVER
EXISTING SLAB, OFF THE EAST END OF AN EX15TING 51NGLE STORY
RE51DENTIAL DWELLING
CODE5:
FLORIDA BUILDING CODE 2011, AMERICAN CONCRETE INSTITUTE,
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
CODE ANALY515:
"2011 FLORIDA BUILDING CODE - BUILDING (6TH EDITION)
*2011 FLORIDA BUILDING CODE - RE51DENTIAL (6TH EDITION)
*2011 FLORIDA BUILDING CODE - PLUMBING (6TH EDITION)
*2011 FLORIDA BUILDING CODE - MECHANICAL (6TH EDITION)
*2014 NATIONAL ELECTRICAL CODE
®COPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT
50 EVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.
LOCATION MAP
50AtLE - NO 50ArLE
OC'�
A
5500 03, p
9"�
LOT COVERAGE INFORMATION:
* LOT AREA: 1064&sf
RESIDENCE COVERAGE AREA: 3428sf
' PF
Npv.&,�_
34.g1'N.T__- G OUND 1/2.. /R
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qRG=88.00'DELTq_ � 88.Op�
01°44,33„
RADJU�28g3.86'
CURB 8 GUTTER
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FLOOD-- -
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DRAI NAGE
MPpF DITCH
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�� #66
DQE oFy lg7E or 96
FLOOD ZONE "AE"
--LOT 49 AND FLOODWAY
5ELVA NORTE UNIT ONE
PLAT BOOK 39, PAGE 94
site PI
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AND
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COMMUNITY DEVELOPMENT
APPROVED
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LAB ON GRADE:
UNLESS NOTED OTEHRWISE ON THE PLANS, SLAB THICKNESS IS 4
SLAB SHALL BE POURED OVERA 6 MIL. VAPOR BARRIER AND THE
SOIL SHALL BE TREATED WITH TERMITE POISON PRIOR TO
POURING, 6X6 W1.4 x W1.4 WWF TO BE PLACED IN THE CENTER OF
THE SLAB. WWF SHALL BE LAPPED 8" THE USE OF FIBERMESH SHALL
BEALLOWED IN LIEU OF WWF. MINIMUM FIBER LENGTH = 3/4".
FOOTINGS AND FOUN DATIONS:
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE
WITH FBC AND AS NOTED IN THESE PLANS.
SOILS:
MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 2500 PSI
SUBSURFACE SOIL CONDITIONS WERE NOTAVAILABLEATTHE
TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO THE
CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL
PREPARATIONS NOTED IN AID REPORT SHALL BE FOLLOWED
UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE
PLANS. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF
DEBRIS, ORGANIC MATERIAL, COHESIVE SOILDS OR ANY OTHER
DELETRIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95%
MODIFIED PROCTOR MAXIMUM DRY DENSITY FORA DEPTH OF 2'-
0" BELOW THE BOTTOM OF THE FOOTING
CONCRETE:
CONCRETE AND STEEL REIN FORCEMENT SHALL BE IN
ACCORDANCE WITH FBC. SLAB & DRIVE 3000 PSI W/ FIBER
STEEL REINFORCEMENT:
STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC, ACI
318 AND AS NOTED IN THESE PLANS. CONCRETE COVER SHALL BE
IN ACCORDANCE WITH FBC AND AS FOLLOWS:
3" FOR CONCRETE (-ASTA(-AINSTAN[ D PERMANENTLY
EXPOSED TO EARTH.
2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN
CONTACT WITH GROUND
1112" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN
CONTACT WITH GROUND
VERTICALAND HORIZONTAL REINFORCEMENT WILL BE APPLIED
FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER CORNER
REINFORCEMENT SHALL BE LAPPED 30", ALL REINFORCING STEEL
SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING
DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS. ALL
REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH
STANDARD ACCESSORIES DURING PLACING OF CONCRETE.
SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS
FOLLOWS:
MASONRY: 48 BAR DIA. CONCRETE: 40 BAR DIA.
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE
WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS.
SLAB FLOOR TH I_CKN ESS BY AREA:
PORCH 4" SLAB THICKNESS
HOUSE - 4" SLAB THICKNESS
GARAGE- 4" SLAB THICKNESS
SHOP - 4" SLAB THICKNESS
Foundation Plan
Scale - 1/4" = 1'
0
10'
in
Ln
Attic vent Calculations:
Total ,attic Square Footage: 421 sf
Required ventilation Square Footage: 3sf
*All 5offit is Vented therefore exceeds calculated requirement for consistent ventilation*
Proposed Roof Ventilation 5olution: Install (1) standard 13"x48" Ridge Vents (4sf Ea.)
along Roof Peak
Note: 5ee Header & King/Cripple Detail(s) Pg. A103 for tag reference and further instruction*
Window Schedule - 8' Header Height
Description:
Sym.:
Hdr.:
King/Grip.:
2010 Fixed Window w/Obscure Hazard Glass
1
1
1
2640 Single Hung Window
2
1
1
2650 Single Hung Window
3
1
1
Note: 5ee Header & King/Cripple Detail(s) Pg. A103 for tag reference and further instruction*
Door Schedule
Description:
Sym.:
Hdr.:
King/Grip.:
3068 Hinged Exterior Glass Door w/
Tempered Glass
A
2
�
8080 Garage Door
13
3
3
4" CONIC. SLAB
4" CONC. SLAB
I
o�
�a
v
(2) #5 CONT. W/
(2) #5 CONT. W/
= (1)#5 CONT. w/ 30" LAP
01 :��BEND
30" MIN. LAP BEND
30" MIN. LAP BEND
AROUND CORNERS
o
1' AROUND CORNERS
1' AROUND CORNERS
0'-8"
MONOLITHIC FOOTING @ HOME F
SCALE: 1/2" = 1' �
MONOLITHIC FOOTING @ STEP
DOWN SCALE: 1/2" =
C
1' r �
THICKENED EDGE SLAB
@
F4
X
SCALE: 1/2" = 1'
W
o
5' WIDE PARAPET WALL
ONLY AT SLAB RECESS
8" PT Past
4" CONCRETE
SLAB TOP OF F.F.
m,
"v
m
2
ABU Post Base
N
v
C'
co(2#5
D D P
r
#5 Ea. Way1-811
CONT V1
30) MIN LAP END
1 � � AROUND CORNERS
(1) #5 CONT. W/ 30" LAP
BEND AROUND CORNERS
p (3)
USE CHAIRS FOR ROD
pca
4'USE CHAIRS FOR ROD
SUSPENSION WITHIN FOOTERS
SUSPENSION WITHIN FOOTERS
°'
W
Q
PIER FOOTING @ POST
STEMWALL OR MONOLITHIC FTG.
�
STEP FOOTING @ GARAGE
c
SCALE: 1/2" = 1'@
SLAB STEPDOWN SCALE: 1/2" = 1'
SCALE: 1/2" = 1'
r
®COPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRA NING5 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT
50 EVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.
"Note: In all areas where Existing Footings/51abs are
being expanded, Dowel Pins are to be installed per the
Dowel Detail. Dowels are to be Epoxy set if installed in
any existing cured concrete."
Min. (2) #5 w/ 12" Embedmen
for Footer Continuation
""im 4+4 w/ 12" Embedment
14" O.C. for 51ab Continuation
Footing & Slab Dow
Scale - No Scale
24'-3"
10'
Floor Plan
5cal a 1,/4"
= 1'
.I Detail
Y4all Legend:
New
Existing
in
In
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M
HUG Beam to Beam /(2) 2x12 Beam(s)
(4) M5TA25 LVL to Post
2x8 Fascia Cont. -
H2.5A Rafter to Beam(s)-
3-1/2"x14" LVL Beam(s)—
(4) MSTA )A I VI to Pngt,
HUG Beam to Wall
2 --------------
- -
25RR Rafter to Hip
2x8 Rafters @ 24" O.G.
2x10 Hip Rafter
'I
25RR Rafter to Ledger
2x12 Ledger Fasten to
Trusses w/ (2)1/4"x3" 505
Roof & Framina Plan
Scale - 1/411 = 1'
gOTED OTHER4NI5E IN
rERIOR SHEAR WALL5.
PLATE TO THE
Architectural Shingle koofto Match Existing
Suggested 30# Felt over Zip System Sheathing
w/ 8d kincl Shank nails 6" O.C. Field & 6" O.C.
Edge
koof Truss System
Simpson H2.5A 0 Ea. Truss
2x2 w/metal
Drip Edge
2x4. Fascia Cont.
12" Overhang w/
Vented Soft
New Stucco to Match Existing, Over Moisture
Barrier, Over Zip System Sheathing Nailed
@ 6" O.G. Edges & 6" O.G. on Field
6" From Siding
to Finish Grade
9
5101
Wall Section Detail
Scale -1/2" =1'
King/Cripple Stud Schedule:
1: 0 - 36" - Use (1) King/cripple
2: 36" - 45" - Use (1) King/ (2) Cripple
3: 45" - 72" - Use (2) King/ (2) Cripple
4: 72" - 96" - Use (2) King/ (3) Cripple
5: q6" - 120" - Use (3) King/ (3) Cripple
6: 120" + - Use (3) King/ (4) Cripple
3°'x3"x1 /5" Thick
kNasher w/ Nut
Header, 5ee Schedule
5tuds @ 16" O.G.
(5YP #2)
Kings, 5ee Schedule
Cripples, See Schedule
Threaded Rod
Top of Concrete 51ab
P.T. Base Plate
k-30lnsulation
1/2" Drywall
2x4 Framing 016" O.C.
R-13 Insulation
3/8" Threaded Rod 0 48" O.C.
2x4 PT Bottom Plate
4" Conc. Slab
See Footer Details:
Pg.A102
Header
1: 0 - 36" - Use (2) 2x4 Ganged Headers
2: 36" - 60" - Use (2) 2xb Ganged Headers
3: 60" - 54" - Use (2) 2x8 Ganged Headers
4: 54" - 105" - Use (2) 2x10 Ganged Headers
5: 105"+ - Use (2) 2x12 Ganged Headers
for Attachment
Tupical Nindow Framing
5cale - No Scale
3"x3"x1/5" Thick
!dasher u
Header, See 5chedl
Studs @ 16" O
(5YP f
Kings, See 5chedt
Cripples, See 5chedi
Threaded R
Top of Concrete 51
P.T. Base PIg
Tupical Door Framina
Scale - No 5cale
®COPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DE5I6NER, EXPRE55LY RE5ERVE5 H15 GOPYRI(5HT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND PRA 41NG5 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT
50 EVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE A5516NED TO ANY PARTY WITHOUT FIRST OBTAINING 5AID WRITTEN CONSENT.
� I
WP
X,
1
*NOTE:
-Location of electric outlets are
a representation only.
outlets will be located per
local building code.
-Provide AFCI(arc-fault circuit interrupters)
in all dwelling unit bedrooms per NEC article 210-12)
Ii
-100% of all fixed light fixtures inside and outside
have CLF/LED Lamps.
i
-The required GFCI outlets (dwelling units) bathrooms,
kitchen countertops, outlets within 6ft of laundry,
utility wet bar sinks, accord to NEC210
-All outlets are tamper resistant
- For attics, at least one lighting outlet containing a
switch or controlled by a wall switch shall be installed.
At least one point of control shall be at the usual point
of entry to these spaces (NEC 210.70 A/3)
- AFCI Protection - 210.2 (B) Dwelling Units. All 120v,
single phase, 15/20a branch circuit supplying outlets
installed in: dwelling units, family rooms, dining rooms,
living rooms, parlors, libraries, dens, bedrooms,
sunrooms, recreation rooms, closets, hallways, or areas i
of similar use shall be protected by a listed AFCI
combination type. Install to provide protections of the
branch circuit (FBC R E3902.16)
WP
3 /
GFCI
ELECTRICAL LEGEND
5YMBOL
D 5 R
E G IPTION
Ceiling Fan w/ Lights
Ventilation Fans: Ceiling Mounted
09
Ceiling Mounted Light Fixtures: Surface/Pendant,
Recessed
o
�]
�r
ry
GFCI,_
P
110V Receptacles: Duplex, GFCI
ry
L
!-D �
Smoke Detectors: Ceiling Mounted, Nall Mounted
m
200A Electrical Breaker Panel II
NN�
!L
x
ry
X
w
ID
4)
HUG Beam to Wall
2 --------------
- -
25RR Rafter to Hip
2x8 Rafters @ 24" O.G.
2x10 Hip Rafter
'I
25RR Rafter to Ledger
2x12 Ledger Fasten to
Trusses w/ (2)1/4"x3" 505
Roof & Framina Plan
Scale - 1/411 = 1'
gOTED OTHER4NI5E IN
rERIOR SHEAR WALL5.
PLATE TO THE
Architectural Shingle koofto Match Existing
Suggested 30# Felt over Zip System Sheathing
w/ 8d kincl Shank nails 6" O.C. Field & 6" O.C.
Edge
koof Truss System
Simpson H2.5A 0 Ea. Truss
2x2 w/metal
Drip Edge
2x4. Fascia Cont.
12" Overhang w/
Vented Soft
New Stucco to Match Existing, Over Moisture
Barrier, Over Zip System Sheathing Nailed
@ 6" O.G. Edges & 6" O.G. on Field
6" From Siding
to Finish Grade
9
5101
Wall Section Detail
Scale -1/2" =1'
King/Cripple Stud Schedule:
1: 0 - 36" - Use (1) King/cripple
2: 36" - 45" - Use (1) King/ (2) Cripple
3: 45" - 72" - Use (2) King/ (2) Cripple
4: 72" - 96" - Use (2) King/ (3) Cripple
5: q6" - 120" - Use (3) King/ (3) Cripple
6: 120" + - Use (3) King/ (4) Cripple
3°'x3"x1 /5" Thick
kNasher w/ Nut
Header, 5ee Schedule
5tuds @ 16" O.G.
(5YP #2)
Kings, 5ee Schedule
Cripples, See Schedule
Threaded Rod
Top of Concrete 51ab
P.T. Base Plate
k-30lnsulation
1/2" Drywall
2x4 Framing 016" O.C.
R-13 Insulation
3/8" Threaded Rod 0 48" O.C.
2x4 PT Bottom Plate
4" Conc. Slab
See Footer Details:
Pg.A102
Header
1: 0 - 36" - Use (2) 2x4 Ganged Headers
2: 36" - 60" - Use (2) 2xb Ganged Headers
3: 60" - 54" - Use (2) 2x8 Ganged Headers
4: 54" - 105" - Use (2) 2x10 Ganged Headers
5: 105"+ - Use (2) 2x12 Ganged Headers
for Attachment
Tupical Nindow Framing
5cale - No Scale
3"x3"x1/5" Thick
!dasher u
Header, See 5chedl
Studs @ 16" O
(5YP f
Kings, See 5chedt
Cripples, See 5chedi
Threaded R
Top of Concrete 51
P.T. Base PIg
Tupical Door Framina
Scale - No 5cale
®COPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DE5I6NER, EXPRE55LY RE5ERVE5 H15 GOPYRI(5HT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND PRA 41NG5 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT
50 EVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE A5516NED TO ANY PARTY WITHOUT FIRST OBTAINING 5AID WRITTEN CONSENT.
� I
WP
X,
1
*NOTE:
-Location of electric outlets are
a representation only.
outlets will be located per
local building code.
-Provide AFCI(arc-fault circuit interrupters)
in all dwelling unit bedrooms per NEC article 210-12)
Ii
-100% of all fixed light fixtures inside and outside
have CLF/LED Lamps.
i
-The required GFCI outlets (dwelling units) bathrooms,
kitchen countertops, outlets within 6ft of laundry,
utility wet bar sinks, accord to NEC210
-All outlets are tamper resistant
- For attics, at least one lighting outlet containing a
switch or controlled by a wall switch shall be installed.
At least one point of control shall be at the usual point
of entry to these spaces (NEC 210.70 A/3)
- AFCI Protection - 210.2 (B) Dwelling Units. All 120v,
single phase, 15/20a branch circuit supplying outlets
installed in: dwelling units, family rooms, dining rooms,
living rooms, parlors, libraries, dens, bedrooms,
sunrooms, recreation rooms, closets, hallways, or areas i
of similar use shall be protected by a listed AFCI
combination type. Install to provide protections of the
branch circuit (FBC R E3902.16)
WP
3 /
GFCI
ELECTRICAL LEGEND
5YMBOL
D 5 R
E G IPTION
Ceiling Fan w/ Lights
Ventilation Fans: Ceiling Mounted
09
Ceiling Mounted Light Fixtures: Surface/Pendant,
Recessed
Nall Mounted Light Fixtures: Nall Sconce
�]
Fluorescent Light Fixture
240V Receptacle
GFCI,_
P
110V Receptacles: Duplex, GFCI
� T$ 3$
5witches: Single Pole, Door, 3 -Nay
!-D �
Smoke Detectors: Ceiling Mounted, Nall Mounted
EP
200A Electrical Breaker Panel II
— -1
42"
0 '1 AG
HVAC PAD
— —J
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North Elevation
Scale - 1/411 = 1'
Wing
Existing
b' -b" PH
Stucco Siding
to Match Existing
----- New Gonstruction w/ Truss Frame Roof
E---------------
ppr
—
ME ' ..
E
Truss Frame Roof
F-12
3
New Construction
12'-b" Peal:
H
South Elevation
Scale - 1/4"' = 1'
5101
Existing
5" PT P
— — — — — — — — — — —
------12,-b"PH----�
r 12
- -L -�
-=F
b
ZIT �_ T TL_�1
X3/12 Roof Pitch=�.
[3010 N.]
2640 2640 2640
2650 2650 2650 Window Window Window 2650 E
Window Window Window Nindow
3068
Door
Nest Elevation
Scale - 1/411 = 1'
Existing Gonst.
V -b" PH
Stucco Siding
to Match Existing
�vVi iNI%.l-1 I LV 17 vl�-rw mv- F, 1 cc,1 , rL. "o.;lv uc5iv Nr:m, tnrrcttP5Lr Kt=KVtS +-115 L UrTKIVH] AND OTHER PROPERTY RIGHT IN THE5E PLAN5. THE5E PLAN5 AND DRAWIN65 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT
50 EVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN GON5ENT OF GERARD VERMEY, ARGHITEGT, NOR ARE THEY TO BE A55I6NED TO ANY PARTY WITHOUT FIRST OBTAINING 5AID WRITTEN GON5ENT.
ROOF ASSEMBLIES:
ROOF A55EMBLIE5 SHALL BE IN ACCORDANCE WITH FBG.
FOOTINC75 AND FOUNDATIONS: j
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBG AND AS NOTED IN THESE PLANS.
SOILS
MINIMUM ALLOWABLE 50IL BEARING CAPACITY = 2500 P51
€bUB5URFACE 501L CONDITIONS WERE NOT AVAILABLE AT THE TIME OF TH15 DESIGN. THE OWNER SHALL PROVIDE TO
THE CONTRACTOR A REPORT OF THE 5UB5URFACE CONDITIONS. 501L PREPARATIONS NOTED IN AID REPORT SHALL
BE FOLLOWED UNLE55 MORE STRINGENT DESIGN 15 SPECIFIED WITHIN THESE PLANS.
THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE 501LD5 OR ANY OTHER
DELETRIOU5 MATERIAL. 501L MUST BE COMPACTED TO q5% MODIFIED PROCTOR MAXIMUM DRY DEN5ITY FOR A DEPTH OF
2-0" BELOW THE BOTTOM OF THE FOOTING
I
CONCRETE
CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ?ACCORDANCE WITH FBG.
5LA13 & DRIVE 3000 P51 N/ FIBER
STEEL REINFORCEMENT:
STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBG, AGI 318 AND A5 NOTED IN THESE PLANS.
CONCRETE COVER 5HALL BE IN ACCORDANCE WITH RBC AND A5 FOLLOWS:
3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXP05ED TO EARTH.
2" FOR CONCRETE NOT EXP05ED TO WEATHER OR IN CONTACT WITH GROUND
1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE ALPPED FOR 36 BAR DIAMETERS OR 24", NHICEVER 15 GREATER
CORNER REINFORCEMENT 5HALL BE LAPPED 30". J
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS
OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN P051TION WITH STANDARD ACCESSORIES
DURING PLACING OF CONCRETE. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS:
MASONRY: 48 BAR DIA. CONCRETE: 40 BAR DIA.
ALL REINFORCING STEEL 5HALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING
DETAILS.
SLAB ON GRADE:
UNLE55 NOTED OTEHRNI5E ON THE PLAN5, SLAB THICKNES5 15 4". SLAB SHALL BE POURED OVER A 6
MIL. VAPOR BARRIER AND THE 501L SHALL BE TREATED WITH TERMITE P015ON PRIOR TO POURING.
6X6 N1.4 x N1.4 WWF TO BE PLACED IN THE CENTER OF THE SLAB. WWF 5HALL BE (LAPPED 8"
THE USE OF FIBERME51-1 5HALL BE ALLOWED IN LIEU OF NNF. MINIMUM FIBER LE I GTH = 1/2".
THREADED ROD:
TH15 SYSTEM USES A THREADED RDD (THRU-BOLT) CONTINUOUS FROM THE FOU DATION TO THE DOUBLE TOP PLATE.
3/8" ROD @ 4'=0" O.G. TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE F04L KING LOCATIONS:
5PAGED @ 6' O.G. AT THE EXTERIOR WALL SILL PLATE NHERE THE THRU-BOLT 5 AGING 15 GREATER THAN 6' O.G.
AT THE EXTERIOR NALL 51LL PLATES NHERE THE THRU-BOLT 15 MORE THAN f2" FROM THE END OF THE PLATE.
ANCHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING NALL SILL PLATES.
THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING AFTER THE ROOF SYSTEM 15 INSTALLED.
VERTICAL FRAMING:
USE 2x4 STUDS FOR ALL EXTERIOR NALL5 AND 2x4 STUDS FOR ALL INTERIOR NALL5, UNLE55 NOTED OTHERNI5E IN
THESE PLAN5.
SPACE STUDS @ 16" O.C. MINIMUM AT ALL EXTERIOR NALL5, INTERIOR BEARIN YLALL5 AND INTERIOR 5HEAR NALL5.
SPACE STUDS @ 24" O.C. MINIMUM AT ALL INTERIOR NON-BEARING NALL5.
USE 5PF #2 (OR BETTER) FOR ALL NALL5.
USE 5YP #2 TOP PLATES AND PT 5YP#2 SILL PLATES.
IN GENERAL THE THRU-BOLTS SERVE AS THE CONTINUOUS LOAD PATH FROM THE DOUBLE TOP PLATE TO THE
FOUNDATION.
HOOD:
HOOD FRAMING SHALL BE IN ACCORDANCE KITH FBC, EXCEPT A5 NOTED IN THESE PLAN5.
FASTENINGS:
THE "FA5TENING SCHEDULE" IN FBG SHALL BE USED UNLE55 OTHERNI5E IN THESE PLAN5.
THE DOUBLE TOP PLATE SHALL HAVE A 4' LAP AND 5HALL BE FAGE-NAILED WITH (3) 120 SINKERS.
5ILL5 ON CONCRETE:
TH15 5Y5TEM U5E5 A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION THROUGH
THE DOUBLE TOP PLATE. THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING
AFTER THE ROOF SYSTEM 15 INSTALLED TO ENSURE THE CONNECTION 15 FREE AND CLEAR OF GAP5.
TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FOLLONING LOCATIONS:
SPACED @ 6' O.G. AT THE EXTERIOR NALL 51LL PLATE NHERE THE THRU-BOLT SPACING IS GREATER THAN 6'
o.G.
AT THE EXTERIOR NALL SILL PLATES NHERE THE THRU-BOLT 15 MORE THAN '121 FROM THE END OF THE PLATE.
ACNHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING NALL SILL PLATE5.
51LL5 ON CONCRETE SHALL BE PRE55URE TREATED (PT) 5YP #2.
HEADERS/ JACK STUDS:
REFER TO THESE PLANS FOR HEADER AND JACK STUD REQUIREMENTS.
ROOF AND CEILING FRAMING:
ALL CONVENTIONAL FRAMING SHALL BE 5YP #2. REFER TO TRU55
SHOP DRANING5 FOR TRU55 DETAILS. PROVIDE 1x4 PULIN
BRACING ABOVE THE BOTTOM CHORD OF ROOF TRUSSES AT THE 5PACING
INDICATED IN THE SHOP DRANIN05. FASTEN N/ (2) 60 NAILS AT EACH
TRU55. PROVIDE SOLID BLOCKING AT ROOF SHEATHING JOINTS IN THE
FIRST TNO RAFTERS OR TRU55 SPACES FRAM THE GABLE ENDS.
ATTACH EACH RAFTER TO PLATE KITH H -2.5-A, ATTACH EACH RAFTER AT
RIDGE KITH L5TA-36 24 10d NAILS.
ROOF SHEATHING AND DIAPHRAM ATTACHMENT
USE 7/16" ZIP 5YSTEM 5HEATHING FASTENED N/ SD NAILS
6" O.G. EDGE5, 6" O.G. INTERMEDIATE. BLOCK ALL EDGES.
GENERAL NOTES
1. CODES USED: 2017 FLORIDA BUILDING CODE SIXTH EDITION, AGI, N05, APA
AND
A5CE-7-10. ALL LATEST EDITIONS USED.
2. ALL DESIGN, CONSTRUCTION AND MATERIALS 5HALL BE IN ACCORDANCE
KITH APPLICABLE CODES AND AUTHORITIES HAVING JUR15DICTION OVER
THE WORK. L
3. CONTRACTOR 5HALL VERIFY DIMEN51ONS AND CONDITIONS AT THE JOB
51TE PRIOR TO COMMENCING CONSTRUCTION.
4. DETAILS FOUND NITHIN THESE DRANING5 SHALL BE A55UMED TO BE
TYPICAL DETAILS FOR TH15 JOB ONLY. DETAILS 5HALL GOVERN
CONSTRUCTION FOR THIS JOB UNLE55 OTHERWISE NOTED ON THE PLAN5.
5. DIMEN51ON5 ARE 5HO1NN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL
PLANS FOR ALL DIMENSIONS. IF DIMEN51ONS CANNOT BE DETERMINED FROM
THE ARCHITECTURAL PLAN5, CONTACT THE ARCHITECT OF RECORD.
6. SUBSURFACE 501L CONDITIONS HERE NOT AVAILABLE AT THE TIME OF THIS
DESIGN. IT 15 RECOMMENDED THAT THE ONNER PROVIDE TO THE CONTRACTOR
A REPORT OF THE 5UB5URFACE CONDITIONS. 501L PREPARATIONS NOTED IN
SAID REPORT 5HALL BE FOLLONED UNLESS MORE STRINGENT DESIGN 15
SPECIFIED NITHIN THESE PLAN5.
SHEAR VgALL5
CONSTRUCT A5 5HONN ON FLOOR PLAN
5N-1 - ALL EXTERIOR NALL5, NAIL 6" O.G. FIELD & EDGE.
FASTEN 7/16" 05B N/ Sd NAIL 6" D.G. FIELD & EDGE.
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UNDER
NOTES:
LAYMEN
WEATHER
T
PLACE
SHINGLES
3/8"OVER EAVE &
RAKEEDGES
TO PROVIDE
ALONG RAKES,
DRIPEDGE
CEMENTSHINGLES TO
JAMB FLASHING 8 1/2"
UNDERLAYMENT& EACH
ADHERINGFLASHING OVER FLANGE AT HEAD
OTHER INA 4" WIDTHO
DETAIL
ASPHALT PLASTIC
STARTING AT THE BASE OF
ROOFCEMENT
NON-
THE WALL & WORKING TOWARDS
THROUGH WINDOW JAMB
RR�OgD�I/NGpM�T�p
ADHERINGMEMBRAN
XTEND KICK -OUT n
TRIM 6�7" FROM
X
ENDOF FIRST
UNTIL WRB IS APPLIED.
SHINGLE
TO THE FACE OF THE
TRIM TABS FROM
®
ALLSTARTE
FELT UNDERLAYMENT
COURSESHINGLES
SHEATHING.
STARTER COURSE
PLACE SHINGLES
CLOSETOGETHER BUT DO
ALONG RAKES, NOTCROWD
CEMENTSHINGLES TO
UNDERLAYMENT& EACH
OTHER IN A 4" WIDTHO
ASPHALT PLASTIC
ROOFCEMENT
NOW
CORRPLACE SHINGLES
EAVE D
EAVE DRIP 3/8"OVER EAVE &
RAKEEDGES TO PROVIDE
DRIPEDGE
FIRST COURSE
r
SHINGLE NAILING
ROOFING DETAILS
N.T.S.
NOTE: DETAILS ARE FOR SLOPES OF 4:12 OR
GREATER,FOR SLOPES BELOW 4:12, ALL ROOFING
UNDERLAYMENTSHALL BE SELF ADHERING SHEET
MEMBRANE APPROVEDBY THE SHINGLE MANUFACTURER
FOR USE ON LOWSLOPE ROOFING PROJECTS
OPT. PROVIDE LEAD
VENTBOOT WITH INTEGRAId
FLANGE
VENT STACK, SEE
PLUMBINGFOOR�SIIIZIEE &
PREFORMED LFEXIBLLE
BOOTFLASHING W/ INTEGRAL
FLANGESET IN PLASTIC ROOF
CEMENT
IINSTALL FLANGE
OVERSHINGLE @ BASET
.L SHINGLES
LANGE @ HEAD
FIBERGLASS
SHINGLEROOFING OVER
FELTOVER 7/16" OSB
OVERPRE-EN!Z WD TRUS S
v�� N
ROOF CEMENT
PWALL SHEATHING
STUCCO/CV
FINISHASSEMBLY W/ 15#
�FELTOVER APPROVED
WEATHERBARRIER
LAP FELT AND
LWEATHERBARRIER OVER
VINYLSTUCCO STOP/WEEP
(EXTEND 15# ROOFING
FELTUP WALL 7" MIN,
5x5 METAL FLASHING
OVERROOFING FELT (NAIL
TOROOF DECK NOT
WALLSHEATHING)
CAP SHINGLE - DO NOT
NAILINSTALL WITH
ROOFCEMENT
SHINGLE ROOFING
WALL FLASHING DETAIL - STUCCO
N.T.S.
(V
ROOF CEMENTi
PWALL SHEATHING
SYN WD SIDING
IOVERAPPROVED
WEATHERBARRIER
LAP WEATHER BARRIER
rOVERMETAL FLASHING AND
SECUREWITH STARTER STRIP
EXTEND 15# ROOFING
FELTUP WALL 7" MIN.
5x5 METAL FLASHING
OVERROOFING FELT (NAIL TO
ROOFDECK NOT WALL
SHEATHING)
CAP SHINGLE - DO NOT
NAILINSTALL WITH ROOF CEMENT
SHINGLE ROOFING
WALL FLASHING DETAIL - LAP SIDING
N.T.S.
NINDON
IN5TALLAsTION
NOTES:
WEATHER
RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE
1. INSTALL IN STRICT ACCORDANCE
TO OVERLAP SILL
FLASHING APPLIED BEHIND THE MOUNTING FLANGE.
WITHMANUFACTURERS WRITTEN INSTRUCTIONS
FLASHING. EXTEND
STEPS
2. APPLY ROOFING CEMENT OR SELF-
JAMB FLASHING 8 1/2"
VENT STACK FLASHING
N.T.S.
ADHERINGFLASHING OVER FLANGE AT HEAD
IN WATER SHEDDING FASHION,
DETAIL
v�� N
ROOF CEMENT
PWALL SHEATHING
STUCCO/CV
FINISHASSEMBLY W/ 15#
�FELTOVER APPROVED
WEATHERBARRIER
LAP FELT AND
LWEATHERBARRIER OVER
VINYLSTUCCO STOP/WEEP
(EXTEND 15# ROOFING
FELTUP WALL 7" MIN,
5x5 METAL FLASHING
OVERROOFING FELT (NAIL
TOROOF DECK NOT
WALLSHEATHING)
CAP SHINGLE - DO NOT
NAILINSTALL WITH
ROOFCEMENT
SHINGLE ROOFING
WALL FLASHING DETAIL - STUCCO
N.T.S.
(V
ROOF CEMENTi
PWALL SHEATHING
SYN WD SIDING
IOVERAPPROVED
WEATHERBARRIER
LAP WEATHER BARRIER
rOVERMETAL FLASHING AND
SECUREWITH STARTER STRIP
EXTEND 15# ROOFING
FELTUP WALL 7" MIN.
5x5 METAL FLASHING
OVERROOFING FELT (NAIL TO
ROOFDECK NOT WALL
SHEATHING)
CAP SHINGLE - DO NOT
NAILINSTALL WITH ROOF CEMENT
SHINGLE ROOFING
WALL FLASHING DETAIL - LAP SIDING
N.T.S.
NINDON
IN5TALLAsTION
(METHOD B-1)
WEATHER
RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE
WINDOW INSTALLATION.
TO OVERLAP SILL
FLASHING APPLIED BEHIND THE MOUNTING FLANGE.
5"x5" METAL FLASHING
FLASHING. EXTEND
STEPS
84
JAMB FLASHING 8 1/2"
KICK-OUTFLASHING
IN WATER SHEDDING FASHION,
(SEEDETAIL)
OPENING AT HEAD.
STARTING AT THE BASE OF
SECTION A
CORNERS TO
THE WALL & WORKING TOWARDS
THROUGH WINDOW JAMB
TEMPORARILY HOLD
ADHERINGMEMBRAN
XTEND KICK -OUT n
THE TOP, INSTALL THE WRB
X
UNTIL WRB IS APPLIED.
SILLFLASHING
TO THE FACE OF THE
SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE,
®
PLUMB, AND LEVEL CONDITION. USE CORROSION
FELT UNDERLAYMENT
RESISTANT FASTENERS. FASTEN WINDOWS PER
SHEATHING.
WINDOW MANUFACTURER FASTENER SPECIFICATIONS.
FASCIA
APPLY SILL FLASHING
m
KICKOUTFLASH ING AT
BARRIER (WRB)
BOTTOM OFROOF & WALL
AT A 45 DEGREE ANGLE, CARERILLY CUT THE
APPLY JAMB FLASHING
BARRIER ON A DIAGONAL. GENTLY RAISE THE
KE
TOP EDGE OF THE BARRIER UP AND TAPE THE
AL
TOP CORNERS AND CENTER TD THE EXTERIOR
EXTEND SELF-
APPLY BEAD OF SEALANT
NOTE:
NO W.R.B. REQUIRED @ C.M.U. EXTERIOR
0
AROUND THE PERIMETER OF
. ADHERINGMEMBRAN
THE BACK SIDE (INTERIOR
tJl
SURFACE) OF WINDOW
FLASHINGV IN.BEYON
MOUNTING FLANGE.
IMMEDIATELY INSTALL WINDOW
SEAL WINDOW FRAME
USING PAN HEAD SCREWS TO
WRB
FACILITATE INSPECTION.
FLASHING
.1L
0606
APPLY BEAD OF SEALANT
EALANT BEAD BETWEEN
AFTER INSTALLATION
3
ACROSS THE FACE OF
MOUNTING FLANGE AT HEAD
MOUNTING FLANGE AND
SEAL ALL CORNERS OF
FLASHING.
MECHANICALLY JOINED
APPLY HEAD FLASHING
Y A 3/8" NOM. DIA.
FRAMES TO SEAL FRAME
BEAD OF SEALANT TO THE
SEAM JUNCTURE.
o
REMOVE PREVIOUSLY APPLIED
BACKSIDE (INTERIOR) OF THE
1. WINDOW INSTALLATION
APE, ALLOWING WRB TO LAY
MOUNTING FLANGE AROUND
FLAT OVER HEAD FLASHING.
THE ENTIRE PERIMETER.
OTHJAMS TO FORMA
BACKDAM.SEALBALANCE
&FLASHING DETAILS
APPLY NEW SHEATHING TAPE
PLACE BEAD IN UNE WITH
OVER DIAGONAL CUT - SEE
DIAGRAM.
ANY PRE -PUNCHED HOLESLASHING
AT HEAD EXTENDS
OFF
OR SLOTS.
1" BEYOND JAMB FLASHING.
O HEAD FLASHING
SECURE WRB
APPLY A CONT. SEAL ALONG
HEAD
MOUNTING FLANGE AT THE
HEAD. FLASHING GOES OVER
FOAM(PROVIDE BACKER
EXCEPTS ELF -ADHERING
MOUNTING FLANGE, EMBED
BOTTOM OF HEAD FLASHING
RODWHERE REQUIRED)
MEMBRANEFLASHINGS ARE
AGAINST SEALANT (FLASHING
GOES OVER SEALANT).
USED.
EXTEND HEAD FLASHING
BEYOND EACH JAMB FLASHING.
FASTEN IN PLACE.
O JAMB FLASHING
FINISHASSEMBLY
EXTEND IAMB FLASHING
NAILINGFLANGE
TO OVERLAP SILL
5"x5" METAL FLASHING
FLASHING. EXTEND
BARRIERDOWN &TAP
84
JAMB FLASHING 8 1/2"
KICK-OUTFLASHING
(220MM)ABOVE ROUGH
(SEEDETAIL)
OPENING AT HEAD.
z
APPLY TAPE AT
CORNERS TO
TEMPORARILY HOLD
ADHERINGMEMBRAN
XTEND KICK -OUT n
FLASHING IN PLACE
X
UNTIL WRB IS APPLIED.
SILLFLASHING
SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE,
®
PLUMB, AND LEVEL CONDITION. USE CORROSION
FELT UNDERLAYMENT
RESISTANT FASTENERS. FASTEN WINDOWS PER
®
WINDOW MANUFACTURER FASTENER SPECIFICATIONS.
FASCIA
//��
OWEATHER RESISTANT
m
KICKOUTFLASH ING AT
BARRIER (WRB)
BOTTOM OFROOF & WALL
AT A 45 DEGREE ANGLE, CARERILLY CUT THE
BARRIER ON A DIAGONAL. GENTLY RAISE THE
IGHTSE
TOP EDGE OF THE BARRIER UP AND TAPE THE
AL
TOP CORNERS AND CENTER TD THE EXTERIOR
EXTEND SELF-
WRB SURFACE ABOVE.
NOTE:
NO W.R.B. REQUIRED @ C.M.U. EXTERIOR
INTERIOR VIEW
TOP LEFT CORNER OF WINDOW
SEALANT 1
F
NGLE INSTALLATION:
INGLES USING WEAVE METHOD1) FULL END SHINGLE MIN. 12"
TER LINE OF VALLEY. SEE MANUF
INSTRUCTION FOR ADDITIONAL
TION INFORMATION
AIL 6" MIN. FROM VALLEY CENTER LINE
FIBERGLASS
SHINGLEROOFING OVER 15#
IVALLEY FLASHING DETAIL
N.T.S.
FIBERGLASS SHINGLE ROOFING
OVERUNDERLAYMENT
I STALL SHINGLES OVER OFF -RIDGE VENT FLANGE ATHEAD
GALVANIZED METAL OFF-
RIDGEVENT WITH BAFFLE. SET
INPLASTIC ROOF CEMENT
ORSEALANT
SCREEN
N TALL OFF-RIDGEVENT
NGE OVERSHINGLES
AT BASE
7/16" OSB OVERPRE-
ENG WDTRUSSES
NOTES:
1. INSTALL IN STRICT ACCORDANCE
WITHMANUFACTURERS WRITTEN INSTRUCTIONS
2. APPLY ROOFING CEMENT OR SELF -
ADHERING FLASHING OVER FLANGE AT HEAD
OFF -RIDGE VENT FLASHING DETAIL
N.T.S.
STUCCO/CV
FINISHASSEMBLY
LAP BARRIRI ER OVER
NAILINGFLANGE
VINYL DRIPIWEEP SCREED
5"x5" METAL FLASHING
BARRIERDOWN &TAP
84
KICK-OUTFLASHING
(SEEDETAIL)
INSTALL 4" WIDESELF-
z
ADHERINGMEMBRAN
XTEND KICK -OUT n
HEAD OFWINDOW
X
2"BEYOND FASCIA
W
0
FELT UNDERLAYMENT
SHINGLE ROOFING
MTL DRIP EDGE
FASCIA
m
KICKOUTFLASH ING AT
BOTTOM OFROOF & WALL
WATERT
3�
IGHTSE
WALL/KICKOUT FLASHING DETAIL
AL
N.T.S.
EXTEND SELF-
IFNINDON IN5TALLATION (METHOD A<-1)
WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION.
FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE.
STEPS
IN WATER SHEDDING FASHION,
STANTING AT THE BASE OF
THE WALL & WORKING TOWARDS
THE TOP, INSTALL THE WRB
TO THE FACE OF THE
SHEALTHING.
APPLY SILL FLASHING
APPLY BEAD OF SEALANT
AT SACK OF WINDOW
FLANGE & SET WINDOW USING
PAN HEAD SCREWS TO
FACILITATE INSPECTION.
APPLY BEAD OF SEALANT AT
SIDE: JAMBS. EXTEND B 1/2"
APPLY JAMB FLASHING
APPLY BEAD OF SEALANT
AT HEAD
kfflf'!W tgV'APPLIED
TAPE:, ALLOWING WRB TO LAY
FLAT OVER HEAD FLASHING.
APPLY NEW SHEATHING TAPE
OVER DIAGONAL CUT - SEE
DIAGRAM.
O JAMB FLASHING
EXTEND JAMB FLASHING
TO OVERLAP SILL
FLASHING. EXTEND
JAMB FLASHING 8 1/2"
ABO'✓E ROUGH
OPEIJING AT HEAD.
TUC:( TOP OF
JAMB FLASHING
UNDER THEFLAP
OF VJRB AT THE
HEAD. SEE DIAGRAM.
/00000®
SEAL THE WINDOW FRAME TO
OPENING. APPLY A 3/8" NOM.
DIA. TO THE BACKSIDE
(INTERIOR) OF THE WINDOW
FLANGE, IN LINE WITH ANY
PRE -PUNCHED HOLES OR SLOTS.
JAMB FLASHING
APPLY CONT. SEAL TO THE MOUNTING
FLANGES AT THE TOP (HEAD) AND
SIDES (JAMBS) OF WINDOW. EXTEND
SEALANT AT IAMBS 8 1/2" ABOVE
THE R.O. AT HEAD. EMBED JAMB
FLASHING INTO SEALANT AND
FASTEN IN PLACE. (FLASHING
GOES OVER SEALANT).
ip
:jrop-SILL FLASHING
,OOOOOOOOSHIM AND ADJUST WINDOW TO ACHIEVE SQUARE,
PLUMB, AND LEVEL CONDITION. USE CORROSION
RESISTANT FASTENERS. FASTEN WINDOWS PER
//��
WINDOW MANUFACTURER SPECIFICATIONS,
OWEATHER RESISTANT
BARRIER (WRB)
AT A 45 DEGREE ANGLE, CAREFULLY CUT THE
BARRIER ON A DIAGONAL. GENTLY RAISE THE
TOP EDGE OF THE BARRIER UP AND TAPE THE
TOP CORNERS AND CENTER TO THE EXTERIOR
WRB SURFACE ABOVE.
NOTE:
NO W.R.B. REQUIRED @ C.M.U. EXTERIOR
SECTION A
THROUGH WINDOW JAMB
SEALANT BEAD
BEHIND MOUNTING
FLANGE.
FLASHING �
LSEALANT BEAD BETWEEN
FLASHING AND MOUNTING
FLANGE.
�.�HEAD
URWRB
FLASHING AT HEAD
EXTENDS 1" BEYOND
JAMB FLASHING.
OHEAD FLASHING
ftftEMBED BOTTOM OF THE
HEAD FLASHING AGAINST
THE PREVIOUSLY APPLIED
SEALANT (FLASHING GOES
OVER SEALANT). EXTEND
HEAD FLASHING BEYOND
EACH JAMB FLASHING.
FASTEN IN PLACE.
INTERIOR VIEW
TOP LEFT CORNER OF WINDOW
SEALANT -1111I
®COPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DE5I6NER, EXPRE55LY RESERVES H15 COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRANINC75 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT
50 EVER WITHOUT FIR5T OBTAINING THE EXPRE55 WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE A5516NED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CON5ENT.
AF
NOMOONTINUOL
OFSEALANTAT.
HEADOR APPLY l
OFWINDOW NAILING
INLINE
PUNCHEDHOLES OF
INSTALL WINDOW
.UMB,LEVEL & SQUARI
PERMANUFACTURERS
RITTENINSTRUCTIONS
STEP 5
ENFANNED EDGE (CAP,
NAILS, STAPLES)
EQUIRED BYFLASHING
MANUFACTURER
INSTALL 9"WIDESELF-
ACIHERIN
FLEIBLEMEMBRAN
FLASHING @SILL
EXTEND FLASHIN
UPJAMBS 6" MI
STEP 3
MIN. V BE'_OWSILL
FLEXIBLE FLASHING
STEP 6
SEE DOOR
FORFINISH/TRIM
DOOR FLASHING INSTALLATION DETAILS
N.T.S.
STEP 5
cx'
FOLD WEATHER
BARRIERDOWN &TAP
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INSTALL 4" WIDESELF-
DIAGONALCUT & ACROS
ADHERINGMEMBRAN
HEAD OFWINDOW
X
W
FLASHINGOVERNAMN
vN
m
FLANGE @HEAD
3�
N
EXTEND SELF-
0
. ADHERINGMEMBRAN
M�
CD
tJl
FLASHINGV IN.BEYON
SEAL WINDOW FRAME
JAMBFLASHING
Q
�
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0606
TONSIDE OF R.O.
3
WITHSEALANTAT SILLAND
NOTE:
��
o
AMINIMUM tT UP
1. WINDOW INSTALLATION
OTHJAMS TO FORMA
BACKDAM.SEALBALANCE
&FLASHING DETAILS
OFF
ARECONSISTENT WITH
WMEPANDI GIANT
ASTM2112METHOD A-1
FOAM(PROVIDE BACKER
EXCEPTS ELF -ADHERING
RODWHERE REQUIRED)
MEMBRANEFLASHINGS ARE
USED.
2. IT IS THE
INSTALLATIONCONTRACTOR
SRESPONSIBILITYTO
VERIFYTHE COMPATIBILITY'.
OF ALLPRODUCTS
INCLUDINGWEATHER
BARRIER, SEALANT& SELF -
ADHERING
FLASHINGMATERIALS USED
INTERIOR
VIEW
DURINGCONSTRUCTION.
STEP 7
STEP 8
3. INSTALL ALL MATERIALS
STEP 9
PERMANUFACTURERS
WRITTENSPECIFICATIONS.
WARNING
SEALANT/FLASHINGS
MAYREACT ADVERSELY IF
NOTCOMPATIB
WINDOW FLASHING INSTALLATION DETAILS
N.T.S.
ROVED
ROVE
ATHING
FCUT
INSTALL DOOR
PLUMB,LEVEL& SQUAB
ENIN
PERMANUFACTURE
WEATHERBARRI
R
FOLD
WEATHERBARRIE
INANDAROUN
JAMBS
W RITTEN I NSTRUCTIONS
SET TFIRESHOI
INBED OF SEALAI
APPLY SEALAN-
ATCORNERS & FRON
EDGEQFTHRESHDLD
STEP1
STEP
2
STEP 3
BOTTOM1/4th OF JAMES SHALL BE
COMPOSITE, P.T.OR OTHER DECAY
-INSTALL 4"WIDESELF-
ADHERING
MEMBRANEFLASHIN
OVERLAPPINGDOOR FRAME
114"
1f
EXTEND SELF-
INSTALL 4" WIDESELF-
ADHERING
ADHERINGMEMBRAN
FLASHING 1" MIN.BEYON
MEMBRAN
JAMB FLASHING
OR FRAME OVERLAPPINGDOOR FRAME
SEE DOOR
FORFINISH/TRIM
DOOR FLASHING INSTALLATION DETAILS
N.T.S.
STEP 5
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'PROJECT ANALY515 FOR ADDITION:
5QUARE FOOTAGE INFORMATION:
* CONDITIONED 5PAGE: 421sf
" GARAGE 5PAGE: 210sf
UNCONDITIONED 5PAGE: 262sf
' TOTAL COVERED 5PAGE: 893sf
STRUCTURE HEIGHT & NUMBER OF 5TORIE5:
*MEAN ROOF HEIGHT= 10'-6"
* PEAK ROOF HEIGHT = 12-b"
* NUMBER OF 5TORIE5 = 1
TYPE OF CONSTRUCTION:
* TYPE: V -B
* PROTECTION: UNPROTECTED & UN5PRINKLERED
INDEX OF DRA NINC75:
*A101 5COPE OF WORK, 51TE PLAN, NOTE5 & ANALY515
*A102 - FLOOR PLAN, FOUNDATION PLAN
*A103 - ROOF & FRAMING PLAN, ELECTRICAL FLOOR PLAN
*A104 - ELEVATIONS, ARCHITECTURAL NOTES
*A105 - FLA5HIN6 NOTES & DETAIL5
GENERAL STRUCTURAL NOTE5:
HIND LOAD NOTES:
DESIGN CODE: FLORIDA BUILDING -ODE 2011 AND A5 -E-1-10
ULTIMATE DESIGN WIND SPEED: VULT.: 140 MPH
WIND IMPORTANCE FACTOR: I = 1.0
BUILDING R15K CATEGORY: III
WIND EXP05URE: D
ENCLOSURE: ENCLOSED BUILDING
INTERNAL PRE55URE COEFFICIENT: 6CP1 = +.18 OR-. 1 b
WIND PRE55URE TO COMPONENTS/ CLADDIN65 (MEAN ROOF HEIGHT 15)
END ZONE = 3'
ZONE EFFECTIVE WIND AREA(5F) WIND LOAD5 (P5F)
P051TIVE 5UGTION
INTERIOR 10 +51.4 -55.8
20 +49.1 -53.5
50 +46.0 -50.4
100 +43.1 -48.1
END ZONE 10 +51.4 -68.8
20 +49.1 -64.2
50 +46.0 -58.1
100 +43.1 -53.5
NOTE:
A4/q5 DE516N PRE55URE = ULTIMATE PRE55URE X 0.6 OR DIVIDE WITH 1.6
MATERIAL5:
WOOD MEMBERS FOR BEAMS & P05T5: (#2 5YP)
WOOD MEMBERS FOR 5TU05: (#2 5YP OR BETTER)
MICROLLAM 1.9E
CONCRETE:
ALL CONCRETE TO BE DE516NED A5 PER AGI 318 LATEST EDITION.
FOOTI N65: 3000psi
5LAB ON GRADE: 3000psi
ALL OTHERS: 3000psi
SPLICES IN REINFORCING WHERE PERMITTED
CONCRETE: 50 BAR DIAMETER
MASONRY: 46 BAR DIAMETER
UNLE55 5HOWN ON THE5E DRAWING5, MIN. CONCRETE FOR REINFORCING
CA5T A6AIN5T EARTH: 3"
5LAB ON GRADE: CENTERED
EXP05ED TO EARTH OR WEATHER -
#6 THRU #11 BARS: 2"
#5 BARS & 5MALLER: 1-1/2"
ALL REINFORCING 5HALL BE HELD 5E-URELY IN POSITION WITH 5TANDARD
A-CE55ORIE5 IN ACCORDANCE WITH AGI 315 DURING PLACEMENT OF CONCRETE.
TIMBER:
ALL WOOD FRAMING 5HALL BE FABRICATED AND IN5TALLED A5 PER AITG &
TPI & NATIONAL DE51ON SPECIFICATION FOR WOOD CONSTRUCTION.
PROVIDE TEMPORARY TOP CHORD BRACING UNTIL ROOF 5HEATHIN6 15 IN PLACE.
ALL WOOD MEMBERS EXP05ED TO WEATHER 5HALL BE PRE55URE TREATED.
PRE-ENGINEERED WOOD TRU55E5 5HALL COMPLY WITH TRU55 PLAT INSTITUTE
5TANDARD WITH PROPER DEAD, LIVE AND WIND LOADS. DRAWIN65 5HALL BE
516NED AND SEALED BY FROFE55IONAL ENGINEER RE615TERED IN THE
5TATE OF FLORIDA.
PROVIDE HURRICANE CLIP5 AT BOTH EN05 OF EACH RAFTER & TRU55.
THE NUMBER AND 51ZE OF NAILS CONNECTING TO WOOD MEMBERS 5HALL NOT BE
LE55 THAN TH05E 5PEGIFIED IN FBG 2010 TABLE 2304.9.1 FASTENING
SCHEDULE.
GENERAL NOTE5:
1. ALL CONSTRUCTION MUST COMPLY WITH ALL GOVERNING CODES
2. ALL CONTRA-TOR5 AND 51,113--ONTRAGTOR5 WILL. THOROUGHLY
FAMILIARIZE THEM5ELVE5 WITH THESE CONSTRUCTION DOGUMENT5
AND WILL VERIFY EX15TINO 51TE AND BUILDING -ONDITION5 PRIOR TO
SUBMITTING A BID.
3. 5UB-CONTRAGTOR5 BEFORE 5TARTIN6 THEIR WORK WILL CHECK
AND VERIFY THEIR PARTICULAR RELATED REQUIREMENT5 FOR
COMPLIANCE ALONG WITH MEA5UREMENT5, SURFACE LEVELS,
SURFACE CONDITIONS NEAR & ABOUT THEIR WORK. IT WILL BE
CONCLUDED THAT EACH BIDDER UNDER5TAND5 AND KNOW5 WHAT
WILL BE REQUIRED.
4. TH15 ARCHITECT AND H15 PROFE55IONAL -ON5ULTANT5 WILL NOT
HAVE CONTROL OF & WILL NOT BE RE5PON51BLE FOR -ON5TRUCTION
MEANS, METHODS, 5EQUENCE5, OR SAFETY PRECAUTIONS IN
CONNECTION WITH THE WORK ON THE PROJECT OR FOR THE ACTS
OR OM1510N5 OF THE CONTRACTOR, 5UB-CONTRACTOR, OR ANY
OTHER PER5ON5 PERFORMING ANY OF THE WORK ON TH15 51TE.
5. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/OR
5HORING TO INSURE 5TRU-TURAL 5TABILITY OF THE BUILDING AND ALL
RELATED BUILDING COMPONENTS, I.E.: 5TRUCTURAL WALL5, INTERIOR
WALL A55EMBLIE5 ETC., DURING THE -ON5TRU-TION PHA5E OF TH15
PROJECT.
b. ALL WORK WILL BE COORDINATED WITH OTHER TRADE5 IN ORDER
TO AVOID INTERFERENCE & PRE5ERVE MAXIMUM HEADROOM &
AVOID OMI510N5. EACH CONTRACTOR WILL INCLUDE ALL
M15-ELLANEOU5 ITEMS REQUIRED BY CODE AND NEEDS TO
COMPLETE TH15 WORK.
1. ALL MATERIAL U5ED WILL BE NEW & BEAR UL LABEL5 WHERE
REQUIRED & MEET NEMA 5TANDARD5.
5. LAYOUT ALL PARTITIONS BEFORE BEGINNING GON5TRUCTION TO
PREVENT ERRORS BY 015CREPANCY. ALL DRYWALL PARTITIONS WILL
BE INSTALLED A5 NOTED ON THE DRAWINGS.
DO NOT SCALE THE DRAWIN65.
9. VERIFY ALL DIMEN51ON5 IN THE FIELD PRIOR TO ORDERING,
GUTTING, AND/OR IN5TALLIN6 MATERIAL, PRODUCT OR EQUIPMENT. IN
THE EVENT OF ANY D15GREPANCIE5, CONTACT THE ARCHITECT
BEFORE PROCEEDING WITH THAT WORK.
10. ALL 5UB-CONTRACTOR5 WILL PROVIDE A CERTIFICATE OF
IN5URANGE TO THE OWNER PRIOR TO 5TARTIN6 ANY WORK ON TH15
PROJECT. CERTIFICATE OF INSURANCE CAN NOT BE TERMINATED OR
CANCELED WITHOUT 10 DAYS PRIOR WRITTEN NOTICE TO THE
OWNER.
11. NO 5UB5TITUTION5 OF ANY KIND FOR MATERIAL5 5PEGIFIED ON
THESE CONSTRUCTION DO-UMENT5 15 ALLOWED. NO "EQUIVALENT"
5UB5TITUTION5 WILL BE MADE, UNLE55 APPROVED IN WRITING BY
THE ARCHITECT & APPROVED BY THE OWNER DUE TO THE LACK OF
AVAILABILITY OF ORIGINAL, U.D.N. IN THESE DOCUMENTS
12. EACH CONTRACTOR 15 RE5PON51BLE FOR THE FIR5T -LA55
WORKMAN5HIP & NILL A55UME ALL RE5PON51BILITY FOR THE CARE
AND PROTECTIONS OF H15 OWN WORK & MATERIAL FRO DAMAGE.
HE WILL MAKE GOOD ANY DAMAGE TO H15 OWN OR OTHER
WORK CAUSED BY HIMSELF OR WORKMAN EMPLOYED BY HIM.
13.EA-H CONTRACTOR WILL ABIDE BY LOCAL AREA 5TANDARD5 &
RELATED 05HA 5TANDARD5 FOR THE SAFETY OF THEIR
EMPLOYEE5 ON 51TE. TH15 ARCHITECT AND H15 PROFE551ONAL
GON5ULTANT5 WILL BE HELD HARMLE55 BY THE: OWNER, G-, AND
RELATED AWARDED TRADE5, ON TH15 PROJECT FOR AC-IDENT5 OR
INJURIES GAU5ED OR ACCRUED ON TH15 PROPERTY DURING
CONSTRUCTION PHA5E5 OF TH15 PROJECT.
14. SHOULD FIRE ALARM & 5PRINKLER DRAWIN65 BECOME A
REQUIREMENT, iT WILL BE THE RE5PON51BILITY OF THE
5UB-CONTRACTOR AND TO BE SUBMITTED A5 5EPERATE PERMIT
155UE.
WIND-BORNE DEBRIS REGIONS:
- Uesiratw areas wtere t�+e'las c r oz s
speed is i G ,16APH or greater.
_ High'de'Qcdv �-i.rr cane Bane i�-,VHZ:� 144
'30 MPH and within 1 mile al fhe txrast. 170
18D
Y 1 N DO BORNE MAP
/i 7a
t8�
PLAN5 ARE BASED ON ADDITION OF 2415F OF COOLED 5PAGE OVER EXI5TIN6
5LAB, OFF THE EAST END OF AN EX15TING SINGLE STORY RE51DENTIAL DWELLING.
ALTERATIONS & REPAIR5 PERFORMED ARE LEVEL: 1, 2 & 3
CODES:
FLORIDA BUILDING CODE 2011, AMERICAN CONCRETE IN5TITUTE,
AMERICAN INSTITUTE OF TIMBER -ON5TRUCTION
CODE ANALY515:
*2011 FLORIDA BUILDING CODE - BUILDING (bTH EDITION)
*2011 FLORIDA BUILDING CODE - RESIDENTIAL (bTH EDITION)
*2011 FLORIDA BUILDING CODE - RE51DENTIAL EXI5TING (bTH EDITION)
*2011 FLORIDA BUILDING CODE - PLUMBING (bTH EDITION)
*2011 FLORIDA BUILDING CODE - MECHANICAL (bTH EDITION)
*2014 NATIONAL ELECTRICAL -ODE
D.ivo Bout-
LOCATION MAP
DURDEN L.B. #6(:,86
_OT COVERAGE INFORM
* LOT AREA: 10645sf
* RE51DENCE COVERAGE AREA:
' PAVER DRIVE & WALK: 1 b99sf'
* PPQ/ .PMT /I 9= I n -r i /)%/CCD A_/ t:�.
ALLOWANCE OF 33985F)
�vn�G - itiv 7tinLG
OCEA
SGALE - NOSGALE
s8o0o3,oq„E N�LK D��V�
2.101 �a �i�hT-of=_wa,Y SSV H
N870571531,pN
5ELVA NORTE UNIT ONE
PLAT BOOK 39, PAGE 94
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COMMUNITY DEVELOP
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50 EVER WITHOUT FIR5T OBTAINING THE EXPRE55 WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE A5516NED TO ANY PARTY WITHOUT FIRST OBTAINING SAID NRITTEN CONSENT.
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12'-61
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King/Grip.:
2010 Fixed YNindow wobscure Hazard Glass
1
1
F1
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2
1
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L ---J
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1
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B ON G PE:
SLA RA
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UNLESS NOTED OTEHRWISE ON THE PLANS, SLAB THICKNESS IS 4".
0
(1) #5 CONT. W/ 30" LAP
BEND AROUND CORNERS
SLAB SHALL BE POURED OVER 6 MIL. VAPOR BARRIERAND THE
30C" MIN. LAP BEND
U)
b 0'-8"
SOIL SHALL BE TREATED WITH TERMITE POISON PRIOR TO
�X
1' AROUND CORNERS
1' AROUND CORNERS
POURING. 6X6 W1.4x W1.4 WWF TO BE PLACED IN THE CENTER OF
O
MONOLITHIC FOOTING @ HOME F
THE SLAB. WWF SHALL BE LAPPED 8" THE USE OF FIBERMESH SHALL
FOOTING @ STEP
F2
THICKENED EDGE
@SLAB
BE ALLOWED IN LIEU OF WWF. MINIMUM FIBER LENGTH= 3/4"
SCALE: 1/2" = 1
DOWN
SCALE: 1/2" =
F4
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SCALE. 1/2„ 11
0
A S
FOOTINGS ANP FO U N P TION
5” WIDE PARAPET WALL
ONLY AT SLAB RECESS
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FOOTINGS AND FOUNDATIONS SHALL BE 1N ACCORDANCE
E 8" PT Post
I
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SOIL S
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MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 2500 PSI
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SUBSURFACE SOIL CONDITIONS WERE NOTAVAILABLE ATTHE
-
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�
TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO THE
�
(2) #5 CONT. W/
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AROUND CORNERS
P-8
(1) #5 CONT. W130" LAP
BEND AROUND CORNERS
CONTRACTOR REPORT OF THE SUBSURFACE CONDITIONS. SOIL
G
(3) #5 Ea. Way
4' USE CHAIRS FOR ROD
OQ
1'�
USE CHAIRS FOR ROD
SUSPENSION WITHIN FOOTERS
PREPARATIONS NOTED IN AID REPORT SHALL BE FOLLOWED
v
SUSPENSION WITHIN FOOTERS
—411
I
UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE
3
— — — —
_ _ _ _
PLANS. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF
J----- F2
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DEBRIS, ORGANIC MATERIAL, COHESIVE SOILDSORANYOTHER ----------------1
-----_
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DELETRIOUS MATERIAL. SOIL MUST BE COMPACTED TO 957
@SLAB
MODIFIED PROCTOR MAXIMUM DRY DENSITY FORA DEPTH OF 2'-
0
0" BELOW THE BOTTOM OF THE FOOTING
CONCRETE:
Foundation Plan
ON RETE AND STEEL REINFORCEMENT SHALL BE IN
CC
ACCORDANCE WITH FBC. SLAB & DRIVE 3000 PSI W/ FIBER
Scale - 1/411= 1'
STEEL REINFORCEMENT:
STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC, ACI
318 AND AS NOTED IN THESE PLANS. CONCRETE COVER SHALL BE
IN ACCORDANCE WITH FBC AND AS FOLLOWS:
0"
3" FOR CONCRETE CAST AGAINST AND PERMANENTLY
-----F2 —
--
EXPOSED TO EARTH.
�
�
2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN
CONTACT WITH GROUND
11/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN
I
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VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE APPLIED
I
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F5
FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER CORNER
REINFORCEMENT SHALL BE LAPPED 30". ALL REINFORCING STEEL
L—
SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING
-
DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS, ALL
REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH
I
I
2'-1
STANDARD ACCESSORIES DURING PLACING OF CONCRETE.
I
I I F4
SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS
FOLLOWS:
/
MASONRY: 48 BAR DIA. CONCRETE: 40 BAR DIA,
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE
WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS.
SLAB FLOOR TH ICKN ESS BY AREA:
PORCH - 4" SLAB THICKNESS
HOUSE - 4" SLAB THICKNESS
GARAGE - 4" SLAB THICKNESS
SHOP - 4" SLAB THICKNESS
(F1)
10'
:i
in in
in
1n
24'-3"
i
12'-b"
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5PPROOM
Attic Vent Calculations: „
<-- 41-111 4 -b
1 /2
uare Footage: 421 sf PORCH
Total Attic 5 �3668�
q g -
Required Ventilation 5quare Footage: 3sf
2668 2668 %
*All 5offit is Vented therefore exceeds calculated requirement for consistent ventilation*
ASG I
Proposed Roof Ventilation Solution: Install (1) standard 13"x48" Ridge Vents (4sf Ea.) _ J
along Roof Peak
m
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Note: 5ee Header & King/Cripple Detail(s) Pg. A103 for tag reference and further instruction
Nindow 5chedule - V Header Height
Description:
Sym.:
Hdr.:
King/Grip.:
2010 Fixed YNindow wobscure Hazard Glass
1
1
1
2640 5ingle Hung Nindow
2
1
1
2630 5ingle Hung Nindow
3
1
1
Note: 5ee Header & King/Cripple Detail(s) Pg. A103 for tag reference and further instruction*
Door 5chedule
Description:
Sym.:
Hdr.:
King/Grip.:
3068 Hinged Exterior Glass Door w/
Tempered Glass
A
2
1
8080 Garage Door
B
5
5
4" CONC. SLAB
4" CONC. SLAB
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(2) #5 CONT. W/
2 #5 CONT. W/
( )
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(1) #5 CONT. W/ 30" LAP
BEND AROUND CORNERS
340" MIN. LAP BEND
30C" MIN. LAP BEND
U)
b 0'-8"
�X
1' AROUND CORNERS
1' AROUND CORNERS
O
MONOLITHIC FOOTING @ HOME F
MONOLITHIC
FOOTING @ STEP
F2
THICKENED EDGE
@SLAB
F4
SCALE: 1/2" = 1
DOWN
SCALE: 1/2" =
1'
_
SCALE. 1/2„ 11
5” WIDE PARAPET WALL
ONLY AT SLAB RECESS
LL�L
E 8" PT Post
4" CONCRETE
SLAB TOP OF F.F.
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ABU Post Base
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(2) #5 CONT. W/
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AROUND CORNERS
P-8
(1) #5 CONT. W130" LAP
BEND AROUND CORNERS
G
(3) #5 Ea. Way
4' USE CHAIRS FOR ROD
OQ
1'�
USE CHAIRS FOR ROD
SUSPENSION WITHIN FOOTERS
v
SUSPENSION WITHIN FOOTERS
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PIER FOOTING POST
� P1
STEMWALL OR MONOLITHIC FTG.
STEPDO WN SCALE: 1/2" =
1'
STEP
FOOTING @
GARAGE
SCALE: 1/2" = 1'
c
r
„_ ,
_
SCALE: 1/2 1
@SLAB
L
(90OPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DE5I65NER, EXPRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT
50 EVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE A55IONED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.
*Note: In all areas where Existing Footings/51abs are
being expanded, Dowel Pins are to be installed per the
Dowel Detail. Dowels are to be Epoxy set if installed in
any existing cured concrete."
in
Ln
21 611
6 AIRAGE
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0'
Floor Plan Viall Legend:
5cal e - 1/4" = 1' New —�
Existin
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Mim 4+4 w/ 12" Embedment
4" O.G. for 51ab Continuation
Min. (2) #5 w/ 12" Embedment /
for Footer Continuation
Footing & 51ab Dowel Detail
Scale - No 5cale
COMMUNITY DEVELOPZ4T
APPROVED
MAR 1 c" rt
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6 AIRAGE
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0'
Floor Plan Viall Legend:
5cal e - 1/4" = 1' New —�
Existin
9
i
Mim 4+4 w/ 12" Embedment
4" O.G. for 51ab Continuation
Min. (2) #5 w/ 12" Embedment /
for Footer Continuation
Footing & 51ab Dowel Detail
Scale - No 5cale
COMMUNITY DEVELOPZ4T
APPROVED
MAR 1 c" rt
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HUG Beam to Beam
(4) M5TA28 LVL to Post
2x8 Fascia Cont. -
H2.5A Rafter to Beam(s)-
3-1/2"x14" LVL Beam(s)—
(4) MSTA9A I VI to Pnc�t,
/(2) 2x12 Beam(s) HUG Beam to Wall
12
- --
28RR Rafter to Hip
< 2x8 Rafters @ 24" O.G.
�I
2x10 Hip Rafter
/28RR Rafter to Ledger
i' 2x12 Ledger Fasten to
Trusses w/ (2)1/4"x3" 505
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fault to 10' Ceiling
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-----6/12-----��I
Roof & Framing Plan
5cale - 1/4" = 1'
40TED OTHERWISE IN
fERIOR SHEAR WALL5
PLATE TO THE
Architectural Shingle Roofto Match Existing
Suggested 30# Felt over Zip System Sheathing
w/ 8� Ring Shank nails 6" O.C. Field & 6" O.C.
Edge
Roof Truss System
Simpson H2.5A 0 Ea. Truss
2x2 w/metal=
Drip Edge
2x4 Fascia Cont. Z
12" Overhang w/
Vented Soffit
New Stucco to Match Existing, Over Moisture
Barrier, Over Zip System Sheathing Nailed
@ 6" O.G. Edges & b" O.G. on Field
6" From Siding
to Finish Grade
HLB1
= lI
5101 Wall Section Detail
Scale —1/2" =1'
1: 0 - 36" - Use (1) King/Cripple
2: 36" - 46" - Use (1) King/ (2) Cripple
3: 48" - 12" - Use (2) King/ (2) Cripple
4:12" - 96" - Use (2) King/ (3) Cripple
5: 96" - 120" Use (3) King/ (3) Cripple
6: 120" + - Use (3) King/ (4) Cripple
3"x3"x1 /8" Thick
Washer w/ Nut
Header, Bee Schedule
Studs @ 16" 0. C.
(5YP #2)
Kings, Bee Schedule
Cripples, Bee Schedule
"Threaded Rod
Top of Concrete Blab
P.T. Base Plate
R-30 Insulation
1/2" Drywall
2x4 Framing 016" O.C.
R-13 Insulation
3/8" Threaded Rod 0 48" O.C.
2x4 PT Bottom Plate
-- 4" Conc. Slab
See Footer Details:
Pg.A102
Header
1: 0 - 36" - Use (2) 2x4 Ganged Headers
2: 36" - 60" - Use (2) 2xb Ganged Headers
3: 60" - 84" - Use (2) 2x8 Ganged Headers
4: 84" - 106" - Use (2) 2x10 Ganged Headers
5: 10&"+ - Use (2) 2x12 Ganged Headers
for Attachment
Typical Nindow Framing
Scale - No Scale
3"x3"x1 /&" Thick
Washer w
Header, Bee 5chedl
Studs @ 16" O,
(5YP t
Kings, See 5chedL
Cripples, Bee Schedl.
Threaded R
Top of Concrete 51,
P.T. Base Ple
Typical Door Framing
Scale - No 5cale
(COPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT
50 EVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.
3
WP
i
I
*NOTE:
-Location of electric outlets are
a representation only.
outlets will be located per
local building code.
-Provide AFCI(arc-fault circuit interrupters)
in all dwelling_
unit bedrooms per NEC article 210 12)
-100% of all fixed light fixtures inside and
9 outside
have CLF/LED Lamps.
-The required GFCI outlets(dwelling units bathrooms
kitchen countertops, outlets within 6ft of laundry,
utility wet bar sinks, accord to NEC210
-All outlets are tamper resistant
- For attics, at least one lighting outlet containing a
switch or controlled by a wall switch shall be installed.
At least one point of control shall be at the usual point
of entry to these spaces (NEC 210.70 A/3)
- AFCI Protection 210.2 (B) Dwelling Units. All 120x,
single phase, 15/20a branch circuit supplying outlets
installed in: dwelling units, family rooms, dining rooms,
Living rooms, parlors, libraries, dens, bedrooms,
sunrooms, recreation rooms, closets, hallways, or areas
of similar use shall be protected by a listed AFCI
combination type. Install to provide protections of the
branch circuit (FBC R E3902.16)
'C"0M1UJN1TY DEVELOPMENT
APPROVED
iLE
SYMBOL
DE5CRIPTION 1
Ln
Ceiling Fan w/ Lights
[6]
Ventilation Fans: Ceiling Mounted
O
i
GFC
a
Nall Mounted Light Fixtures: Nall 5c
nce
N
Fluorescent Light Fixture
cN
240V Receptacle j
GFG
110V Receptacles: Duplex, GFCI
22)
� T$ 3$
Switches: Single Pole, Door, 3 -Nay"
D
S� D
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EP
200A Electrical Breaker Panel
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WNU
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12
- --
28RR Rafter to Hip
< 2x8 Rafters @ 24" O.G.
�I
2x10 Hip Rafter
/28RR Rafter to Ledger
i' 2x12 Ledger Fasten to
Trusses w/ (2)1/4"x3" 505
�I
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I
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I
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I
I
I
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\ I I
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3/12 �I
v I
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--------------------
fault to 10' Ceiling
I
-----6/12-----��I
Roof & Framing Plan
5cale - 1/4" = 1'
40TED OTHERWISE IN
fERIOR SHEAR WALL5
PLATE TO THE
Architectural Shingle Roofto Match Existing
Suggested 30# Felt over Zip System Sheathing
w/ 8� Ring Shank nails 6" O.C. Field & 6" O.C.
Edge
Roof Truss System
Simpson H2.5A 0 Ea. Truss
2x2 w/metal=
Drip Edge
2x4 Fascia Cont. Z
12" Overhang w/
Vented Soffit
New Stucco to Match Existing, Over Moisture
Barrier, Over Zip System Sheathing Nailed
@ 6" O.G. Edges & b" O.G. on Field
6" From Siding
to Finish Grade
HLB1
= lI
5101 Wall Section Detail
Scale —1/2" =1'
1: 0 - 36" - Use (1) King/Cripple
2: 36" - 46" - Use (1) King/ (2) Cripple
3: 48" - 12" - Use (2) King/ (2) Cripple
4:12" - 96" - Use (2) King/ (3) Cripple
5: 96" - 120" Use (3) King/ (3) Cripple
6: 120" + - Use (3) King/ (4) Cripple
3"x3"x1 /8" Thick
Washer w/ Nut
Header, Bee Schedule
Studs @ 16" 0. C.
(5YP #2)
Kings, Bee Schedule
Cripples, Bee Schedule
"Threaded Rod
Top of Concrete Blab
P.T. Base Plate
R-30 Insulation
1/2" Drywall
2x4 Framing 016" O.C.
R-13 Insulation
3/8" Threaded Rod 0 48" O.C.
2x4 PT Bottom Plate
-- 4" Conc. Slab
See Footer Details:
Pg.A102
Header
1: 0 - 36" - Use (2) 2x4 Ganged Headers
2: 36" - 60" - Use (2) 2xb Ganged Headers
3: 60" - 84" - Use (2) 2x8 Ganged Headers
4: 84" - 106" - Use (2) 2x10 Ganged Headers
5: 10&"+ - Use (2) 2x12 Ganged Headers
for Attachment
Typical Nindow Framing
Scale - No Scale
3"x3"x1 /&" Thick
Washer w
Header, Bee 5chedl
Studs @ 16" O,
(5YP t
Kings, See 5chedL
Cripples, Bee Schedl.
Threaded R
Top of Concrete 51,
P.T. Base Ple
Typical Door Framing
Scale - No 5cale
(COPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT
50 EVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.
3
WP
i
I
*NOTE:
-Location of electric outlets are
a representation only.
outlets will be located per
local building code.
-Provide AFCI(arc-fault circuit interrupters)
in all dwelling_
unit bedrooms per NEC article 210 12)
-100% of all fixed light fixtures inside and
9 outside
have CLF/LED Lamps.
-The required GFCI outlets(dwelling units bathrooms
kitchen countertops, outlets within 6ft of laundry,
utility wet bar sinks, accord to NEC210
-All outlets are tamper resistant
- For attics, at least one lighting outlet containing a
switch or controlled by a wall switch shall be installed.
At least one point of control shall be at the usual point
of entry to these spaces (NEC 210.70 A/3)
- AFCI Protection 210.2 (B) Dwelling Units. All 120x,
single phase, 15/20a branch circuit supplying outlets
installed in: dwelling units, family rooms, dining rooms,
Living rooms, parlors, libraries, dens, bedrooms,
sunrooms, recreation rooms, closets, hallways, or areas
of similar use shall be protected by a listed AFCI
combination type. Install to provide protections of the
branch circuit (FBC R E3902.16)
'C"0M1UJN1TY DEVELOPMENT
APPROVED
iLE
ELECTRICAL LEGEND
SYMBOL
DE5CRIPTION 1
Ln
Ceiling Fan w/ Lights
[6]
Ventilation Fans: Ceiling Mounted
09
i
GFC
a
Nall Mounted Light Fixtures: Nall 5c
nce
ELECTRICAL LEGEND
SYMBOL
DE5CRIPTION 1
Ln
Ceiling Fan w/ Lights
[6]
Ventilation Fans: Ceiling Mounted
09
Ceiling Mounted Light Fixtures: 5urfa
Recessed
a/Pendant,
a
Nall Mounted Light Fixtures: Nall 5c
nce
Q
Fluorescent Light Fixture
cN
240V Receptacle j
GFG
110V Receptacles: Duplex, GFCI
wLLJ
� T$ 3$
Switches: Single Pole, Door, 3 -Nay"
D
S� D
smoke Detectors: Ceiling Mounted, Nall
Mounted
EP
200A Electrical Breaker Panel
W17
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PADI
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