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- SHEET 1 OF
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PROJECT ANALY515 FOR ADDITION:
SQUARE FOOTAGE INFORMATION:
* CONDITIONED SPACE: 421sf
* GARAGE SPACE: 210sf
* UNCONDITIONED SPACE: 262sf
* TOTAL COVERED SPACE: bg3sf
STRUCTURE HEIGHT & NUMBER OF 5TORIE5:
* MEAN ROOF HEIGHT = 10'-6"
* PEAK ROOF HEIGHT = 12'-6"
*NUMBER OF STORIES = 1
TYPE OF CONSTRUCTION:
* TYPE: V -B
* PROTECTION: UNPROTECTED & UN5PRINKLEREO
INDEX OF DRAVgING5:
*A101 - 5COPE 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 STRUCTURAL NOTES:
YVIND LOAD NOTES:
DE516N CODE: FLORIDA BUILDING CODE 2017 AND ASCE-1-10
ULTIMATE DESIGN WIND SPEED: VOLT.: 140 MPH
WIND IMPORTANCE FACTOR: I = 1.0
BUILDING R15K CATEGORY: III
WIND EXP05URE: D
ENCL05URE: ENCL05ED BUILDING
INTERNAL PRE55URE COEFFICIENT: 6CP1 = +.15 OR -.18
WIND PRE55URE TO COMPONENTS/ CLADDIN65 (MEAN ROOF HEIGHT 13')
END ZONE = 3'
ZONE EFFECTIVE WIND AREA(5F) WIND LOADS (P5F)
POSITIVE SUCTION
INTERIOR 10 +51.4 -55.5
20 +4q.1 -53.5
50 +46.0 -50.4
100 +43.7 -48.1
END ZONE 10 +51.4 -68.8
20 +4q.1 -64.2
50 +46.0 -55.1
100 +43.1 -53.5
NOTE:
AW5 DESIGN PRE55URE = ULTIMATE PRE55URE X 0.6 OR DIVIDE WITH 1.6
MATERIALS:
WOOD MEMBERS FOR BEAMS & POSTS: (#2 5YP)
WOOD MEMBERS FOR 5TU05: (#2 5YP OR BETTER)
MICROLLAM: 1 AE
CONCRETE:
ALL CONCRETE TO BE DESIGNED A5 PER AGI 318 LATEST EDITION.
FOOTI N65: 3000psi
SLAB ON GRADE: 3000psi
ALL OTHERS: 3000p5i
SPLICES IN REINFORCING WHERE PERMITTED
CONCRETE: 50 BAR DIAMETER
MA50NRY: 45 BAR DIAMETER
UNLE55 SHOWN ON THESE ORAWIN65, MIN. CONCRETE FOR REINFORCING
CAST A6AIN5T EARTH: 3"
SLAB ON GRADE: CENTERED
EXP05ED TO EARTH OR 1NEATHER-
#6 THRU #11 BAR5: 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 DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.
PROVIDE TEMPORARY TOP CHORD BRACING UNTIL ROOF 5HEATHIN6 15 IN PLACE.
ALL WOOD MEMBERS EXP05ED TO WEATHER SHALL BE PRE55URE TREATED.
PRE-ENGINEERED HOOD TRU55E5 SHALL COMPLY WITH TRU55 PLAT IN5TITUTE
STANDARD WITH PROPER DEAD, LIVE AND 1NINO LOADS. DRAWINGS SHALL BE
SIGNED AND SEALED BY PROFE55IONAL ENGINEER REGI5TERED 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.q.1 FASTENING
SCHEDULE.
GENERAL NOTE5:
1. ALL CONSTRUCTION MUST COMPLY WITH ALL GOVERNING CODES
2. ALL CONTRACTORS AND 5UB-CONTRACTOR5 WILL THOROUGHLY
FAMILIARIZE THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS
AND WILL VERIFY EXISTING 51TE AND BUILDING CONDITIONS PRIOR TO
SUBMITTING A BID.
3. 5UB-CONTRACTORS BEFORE STARTING THEIR WORK WILL CHECK
AND VERIFY THEIR PARTICULAR RELATED REQUIREMENTS 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 HIS PROFE55IONAL CONSULTANTS WILL NOT
HAVE CONTROL OF & WILL NOT BE RESPONSIBLE FOR CONSTRUCTION
MEANS, METHODS, SEQUENCES, 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 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 WALL.5, INTERIOR
WALL ASSEMBLIES ETC., DURING THE CONSTRUCTION PHASE 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
MISCELLANEOUS 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.
6. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO
PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITIONS WILL
BE INSTALLED A5 NOTED ON THE DRAWINGS.
DO NOT 50ALE THE DRAWINGS.
q. 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-GONTRACTOR5INILL PROVIDE A CERTIFICATE OF
INSURANCE TO THE OWNER PRIOR TO STARTING 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 SPECIFIED 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 LACK OF
AVAILABILITY OF ORIGINAL, U.O.N. IN THESE DOCUMENTS
12. EACH CONTRACTOR 15 RESPONSIBLE FOR THE FIRST CLA55
INORKMAN5HIP & WILL A55UME ALL RESPONSIBILITY 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.EACH CONTRACTOR WILL ABIDE BY LOCAL AREA 5TANDARD5 &
RELATED 05HA STANDARDS FOR THE SAFETY OF THEIR
EMPLOYEES ON SITE. TH15 ARCHITECT AND H15 PROFESSIONAL
CONSULTANTS WILL BE HELD HARMLE55 BY THE: OWNER, GC, AND
RELATED AWARDED TRADES, ON TH15 PROJECT FOR ACCIDENTS OR
INJURIES CAUSED OR ACCRUED ON TH15 PROPERTY DURING
CONSTRUCTION PHASES OF THIS PROJECT.
14. SHOULD FIRE ALARM & SPRINKLER DRAWINGS BECOME A
REQUIREMENT, IT WILL BE THE RE5PON51BILITY OF THE
5UB-GONTRAGTOR AND TO BE SUBMITTED A5 5EPERATE PERMIT
ISSUE.
130
--_ 120
140 315 ' 37
1120
X140 ' 140
144, _ i1
WIND-BORNE DEBRIS REGION R
150 r�
_ Destgrated areas where re baDc ^xvrd
speed is 1,-4 1%4FH or greate .
- High Veiacity Hurricane Zane IHVHZ 150
130 MF'H and within 1 mile dt the ooast_ 179
1$¢
Y41NOO BORNE MAP
170
ISO
1
SCOPE OF Y40RK: LOT COVERAGE INFORMATION:
PLANS ARE BASED ON ADDITION OF 2415F OF COOLED SPACE OVER EXISTING LOT AREA: 10645sf
SLAB, OFF THE EAST END OF AN EX15TING SINGLE STORY RESIDENTIAL DWELLING. RESIDENCE COVERAGE AREA: 342bsf
ALTERATIONS & REPAIRS PERFORMED ARE LEVEL: 1, 2 & 3 ' PAVER DRIVE & WALK: 169gsf (50% ALLOWANCE OF 33gb5F)
'
CODES:. PERCENT OF LOT COVERAGE: 48%
FLORIDA BUILDING CODE 2017, AMERICAN CONCRETE INSTITUTE,
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
CODE ANALYSIS:
*2017 FLORIDA BUILDING CODE - BUILDING (6TH EDITION)
*2017 FLORIDA BUILDING CODE - RESIDENTIAL (bTH EDITION)
*2017 FLORIDA BUILDING CODE - RE51DENTIAL EXISTING (6TH EDITION)
*2017 FLORIDA BUILDING CODE - PLUMBING (6TH EDITION)
*2017 FLORIDA BUILDING CODE - MECHANICAL (6TH EDITION)
*2014 NATIONAL ELECTRICAL CODE
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6696
5ELVA NORTE UNIT ONE
PLAT BOOK 3q, PAGE q4
Site plan
Scale -V=15'
FLOOD ZONE "AE"
AND FLOODYVA r
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LAB ON GRAPE:
UNLESS NOTED OTEHRWISE ON THE PLANS, SLAB THICKNESS IS 4
j SLAB SHALL BE POURED OVERA 6 MIL. VAPOR BARRIERAND 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
BE ALLOWED IN LIEU OF WWF. MINIMUM FIBER LENGTH= 3/4".
FOOTINGS AND FOUN DATIONS:
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE
j WITH FBC AND AS NOTED IN THESE PLANS.
OS ILS .
MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 2500 PSI
SUBSURFACE SOIL CONDITIONS WERE NOTAVAILABLE ATTHE
TIME OF THIS DESIGN: THE OWNER SHALL PROVIDE TO THE
CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL
PREPARATIONS NOTED IN AID REPORTSHALL 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 955,
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF 2'-
0" BELOW THE BOTTOM OF THE FOOTING
CONCRETE:
CONCRETE AND STEEL REINFORCEMENT SHALL BE IN
ACCORDANCE WITH FBC. SLAB & DRIVE 3000 PSI W/ FIBER
STEEL REINFORCEMENT:
STEEL REINFORCEMENTSHALL 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 CASTAGAINSTAND PERMANENTLY
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
CONTACT WITH GROUND
VERTICAL AND 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 ICKN ESS BY AREA:
PORCH - 4" SLAB THICKNESS
HOUSE - 4" SLAB THICKNESS
GARAGE - 4" SLAB THICKNESS
SHOP - 4" SLAB THICKNESS
12'-q 1/2"
Foundation Plan
Scale - 1/411 = 1'
Attic Vent Calculations:
Total Attic Square Footage: 421 sf
Required Ventilation 5quare Footage: 3sf
*All Soffit is Vented therefore exceeds calculated requirement for consistent ventilation*
Proposed Roof Ventilation 5olution: Install (1) standard 1311 x4811 Ridge Vents (4sf Ea.)
along Roof Peak
12-0 1/2"
PORCH
24'-6 1/2"
12'-6"
q' -q 1/2"
3
Q
Note: See 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: See 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
1
8080 Garage Door
B
3
3
4" CONC. SLAB
4" CONC. SLAB
0
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P
(2) #5 CONT. W/
-30" MIN. LAP BEND
:AROUND
• (2) #5 CONT. W/
30" MIN. LAP BEND
00 (t)#5 CONT. Wl30"LAP
BEND AROUND CORNERS
1' CORNERS
1' AROUND CORNERS
N O
0'-8"
MONOLITHIC FOOTING @ HOME F1
MONOLITHIC FOOTING @ STEP c
r
THICKENED
EDGE @ SLAB c
SCALE: 1/2" = 1'(:
DOWN SCALE: 1/2" = 1'
SCALE: 1/2" = 1' r
5" WIDE PARAPET WALL
ONLY AT SLAB RECESS
W
8 " PT Post
4" CONCRETE
SLAB TOP OF F.F.
N
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ABU Post Base
N
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00 D
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• 2 #5 CONT. W!
30" MIN LAP BEND
AROUND CORNERS
30- LAP
30 CORNERS
BD/
ENDAROU
P
4, USE CHAIRS FOR ROD(3) #5 Ea. Way
SUSP NSUSE CHAI RS ON WT H RON FOOTERS
C^\�
¢
SUSPENSION WITHIN FOOTERS
PIER FOOTING @ POST P
STEMWALL OR MONOLITHIC FTG.
STEP
FOOTING @ GARAGE
SCALE: 1/2" = 1
SLAB STEPDOWN SCALE: 1/2" = 1'
0
SCALE: 1/2" = 1'
DCOPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DE5I6NER, EXPRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLAN5. THE5E PLAN5 AND DRA4-^4ING5 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 1NITHOUT FIRST OBTAINING SAID 1NF:ITTEN CON5ENT.
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BEDROOM
�— 4'-1 11 4'-61/2"
3668" _
j
OL05ET
2668 2668 I 7
HVAC I H Ir -
In
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GARAGE
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12'-2"
IOor Plan YU1 a end:
Scale 1/411 _ 1' New
Note: In all areas where ExistingFootin s/Slabs are Existing
9 9 i
being expanded, Dowel Pins are to be installed per the './I S ( 0
Dowel Detail. Dowels are to be Epoxy set if installed in OpMEN
any existing cured concrete.
Min. #4 w/ 12" Embedment
@ 24" D.G. for 51ab Continuation
Min. (2) #5 w/ 12" Embedmen
for Footer Continuation
Foo
& Slab Dowel
Scale - No Scale
)etail
ECEN
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-iUG Beam to Wall
---------- --
ZR Rafter to Hip
K5 Rafters @ 24" O.G.
- L
:10 Hip Rafter
SRR Rafter to Ledger
:12 Ledger Fasten to
usses w/ (2)1/4"x3" 505
Architectural Shingle Roofto Match Existing
Suggested 30# Felt over Zip System Sheathing
w/ 8d 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.
12" Overhang w/
Vented Soft
New Stucco tch Match Existing, Over Moisture
Barrier, Over ;Zip System Sheathing Nailed
@ 6" O.G. Edilges & 6" O.G. on Field
11
NO
00
6" From Siding
to Finish Grade
II,,;II1,
Wall Section Detail
STOP
Scale -112'= V
King/Cripple. Stud 5ck
1: 0 - 36" -Use (1) hang/cripple
2: 36" - 48" - Use (1) King/ (2) cripple
3: 46" - 72" - Use lei!) King/ (2) Cripple
4: 72" 96" - Use King/ (3) Cripple
5: c1b" - 120" - Use ('3) King/ (3) Cripple
6: 120" + - Use (3) Icing/ (4) Cripple
' U I
ry 3"x3"x1 /8" Thick
I
v m I Washer w/ Nut
I
,o
o
I
Header, Bee Schedule
} I
Studs @ 16" O.G.
(5YP #2)
� � ► y pE�E�-�pMEN�
C D Kings, Bee Schedule
PRw
�r Cripples, Bee Schedule
i
-------------------
I Threaded Rod
cult to 10' ceiling I Top of Concrete 51ab
-----6,112--------\�I
Roof & Framing Plan
Scale - 1/411 = 1'
DOTED OTHERWI5E IN
rERIOR 5HEAR YiALL5.
PLATE TO THE
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) 2x6 Ganged Headers
3: 60" - 84" - Use (2) 2x8 Ganged Headers
4: 84" - 108" - Use (2) 2x10 Ganged Headers
5: 108"+ - Use (2)2x12 Ganged Headers
for Attachment
Tubical Nindow Framing
f=raming
Scale No Scale
3"x3"x1 /8" Thick
Washer u.,
Header, Bee 5chedl
Studs @ 16" O,
(5YP t
Kings, Bee 5chedl.
Cripples, Bee 5chedl.
Threaded R
Top of Concrete 51
P.T. Base Pie
Tupical Door Framing
Scale - No Scale
®COPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DE5I6NER, EXPRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLAN5. THESE PLAN5 AND DRA1NIN675 AFZE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT
50 EVER WITHOUT FIR5T OBTAINING THE EXPRE55 WRITTEN CON5ENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE A5516NED -0 ANY PARTY WITHOUT FIRST OBTAINING 5AID 1NRITTEN CONSENT.
i
/ 3
/ 3
WP
*NOTE: AG
-Location of electric outlets are _ , ; PAD
a representation only. 3
outlets will be located per _ > 15
local building code. /CE
/ GFCI I
- --- -- o v)
A
-Provide AFCI(arc-fault circuit interrupters)FCI
I
in all dwelling unit bedrooms per NEC article 210-12) 42„
-100% of all fixed light fixtures inside and outside �
have CLF/LED Lamps.
-The required GFCI outlets (dwelling units) bathrooms, CE
kitchen countertops, outlets within 6ft of laundry,
utility wet bar sinks, accord to NEC210
-All outlets are tamper resistant
I
- For attics, at least one lighting outlet containing a HVAC
switch or controlled by a wall switch shall be installed.
At least one point of control shall be at the usual point r
1
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
of similar use shall be protected by a listed AFCI I
combination type. Install to provide protections of the
branch circuit (FBC R E3902.16)
I
I
- J
Electric I Flan
Scale - 1/411 = 1'
ELECTRICAL LEGEND
SYMBOL
DE5CRIPTION
=Ok
Ceiling Fan w/ Lights
[Ed
Ventilation Fans: Ceiling Mounted
09
Ceiling Mounted Light Fixtures: Surface/Pendant,
Recessed
Nall Mounted Light Fixtures: Nall 5conce
0
Fluorescent Light Fixture
Q
240V Receptacle
q GF1
��Ij)
110V Receptacles: Duplex, GFCI
$ T$ 3$
Switches: Single Pole, Door, 3 -Nay
D
!-
Smoke Detectors: Ceiling Mounted, Nall Mounted
EP
200A Electrical Breaker Panel
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North Elevation
Scale - 1/411 = 1'
iding 5tuc
Existing to Matc
Truss Frame Roof
5outh Elevation
Scale - 1 /4" = 1'
2650 2650
Window Window
2650
Window
2640
Window
2640
Window
[3010 W.]
2640
Window
2650
Window
3068
L
Door
Lj
Lin
a
Nest Elevation
Scale - 1/4" = 1'
®COPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWIN,
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 SAID
—Stucco Siding
to Match Existing
ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT
ZITTEN CONSENT.
ROOF A<55EMBL1E5:
ROOF A55EMBLIE5 SHALL BE IN ACCORDANCE WITH FBG.
FOOTINGS AND FOUNDATIONS:
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBG AND AS NOTED IN THESE PLANS
5011-5
MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 2500 P51
4IbUB5URFACE 501L CONDITIONS WERE NOT AVAILABLE AT THE TIME OF TH15 DESIGN. THE OWNER SHALL PROVI E TO
THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 501L PREPARATIONS NOTED IN AID REPORT 5,: ALL
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 95% MODIFIED PROCTOR MAXIMUM DRY DEN5ITY FOR A EPTH OF
2-0" BELOW THE BOTTOM OF THE FOOTING I
CONCRETE
CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBG.
SLAB & DRIVE 3000 P51 IN/ FIBER
STEEL REINFORCEMENT:
STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBG, AGI 316 AND AS NOTED iN THESE PLANS.
CONCRETE COVER SHALL BE IN ACCORDANCE WITH RBC AND AS FOLLOW5:
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 EXP05ED TO WEATHER OR IN CONTACT WITH GROUND
VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE ALPFED FOR 36 BAR DIAMETERS OR 2411, WHICEVER 15 G E?
CORNER REINFORCEMENT SHALL BE LAPPED 30".
ALL REINFORCING 5TEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLAGI C
OF AGI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD AGCE55 F
DURING PLACING OF CONCRETE. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE A5 FOLLOW5:
MASONRY: 48 BAR DIA. CONCRETE: 40 BAR DIA.
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLAC NC -
DETAILS.
SLAB ON GRADE:
UNLE55 NOTED OTEHRWI5E ON THE PLANS, SLAB THICKNE55 I5 4". SLAB SHALL BE POURED OVER A b
MIL. VAPOR BARRIER AND THE 501L SHALL BE TREATED WITH TERMITE P015ON PRIOR TO POURING.
bXb W1.4 x W1.4 WWF TO BE PLACED IN THE CENTER OF THE SLAB. WWF SHALL BE LAPPED 8"
THE USE OF FIBERME5H SHALL BE ALLOWED IN LIEU OF WWF. MINIMUM FIBER LENGTH = 1/211.
THREADED ROD:
TH15 5Y5TEM USES A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION TO THE DOUBLE TOP L�
3/8" ROD @ 4'=0" O.G. TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FOLLOWING LOCATIONS:
SPACED @ 6' O.G. AT THE EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT 5PACING I5 GREATER THAN 6' C.
AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT IS MORE THAN 12" FROM THE END OF THE PLAT
ANCHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES.
THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING AFTER THE ROOF SYSTEM 15 IN5TAI LE.
VERTICAL FRAMING:
USE 2x4 STUDS FOR ALL EXTERIOR WALL5 AND 2x4 STUDS FOR ALL INTERIOR WALL5, UNLE55 NOTED OTHERWI E
THESE PLANS.
SPACE STUDS @ 16" O.G. MINIMUM AT ALL EXTERIOR WALL5, INTERIOR BEARING WALL5 AND INTERIOR SHEAR LI
SPACE STUDS @ 24" O.G. MINIMUM AT ALL INTERIOR NON-BEARING WALL5.
USE SPF #2 (OR BETTER) FOR ALL WALL5.
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.
Y400D:
WOOD FRAMING 5HALL BE IN ACCORDANCE WITH FBG, EXCEPT.A5 NOTED IN THESE PLANS.
FA<STENING5:
THE "FA5TENING SCHEDULE" IN FBG SHALL BE USED UNLE55 OTHERWISE IN THESE PLANS.
THE DOUBLE TOP PLATE SHALL HAVE A 4' LAP AND SHALL BE FACE -NAILED WITH (a) 12D SINKERS.
SILLS ON CONCRETE:
TH15 SYSTEM USES 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 GAPS.
TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FOLLOWING LOCATIONS:
SPACED @ 6' O.G. AT THE EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT SPACING 15 GREATER THAN 6'
o.G.
AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT 15 MORE THAN 12" FROM THE END OF THE PLA E.
ACNHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL 51LL PLATES.
SILLS ON CONCRETE SHALL BE PRE55URE TREATED (PT) 5YF #2.
HEADERS/ JACK 5TUD5:
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 DRAWING5 FOR TRU55 DETAILS. PROVIDE 1x4 PULIN
BRACING ABOVE THE BOTTOM CHORD OF ROOF TRU55E5 AT THE SPACING
INDICATED IN THE SHOP DRAWINGS. FASTEN W/ (2) bD NAILS AT EACH
TRU55. PROVIDE 50LID BLOCKING AT ROOF 5HEATHING JOINTS IN THE
FIRST TI^IO RAFTERS OR TRU55 SPACES FRAM THE GABLE ENDS.
ATTACH EACH RAFTER TO PLATE WITH H -2.5-A, ATTACH EACH RAFTER AT
RIDGE WITH L5TA-36 24 10d NAILS.
ROOF 5HEATHING AND DIAPHRAM ATTACHMENT:
USE 7/16" ZIP SYSTEM SHEATHING FASTENED W/ SD NAILS
6" O.G. EDGES, 6" O.G. INTERMEDIATE. BLOCK ALL EDGES.
GENERAL NOTES
1. CODES USED: 2017 FLORIDA BUILDING CODE 51XTH EDITION, AGI, ND5, APA
AND
ASCE-7-10. ALL LATEST EDITIONS USED.
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH APPLICABLE CODES AND AUTHORITIES HAYING JUR15DIGTION OVER
THE WORK.
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB
51TE PRIOR TO COMMENCING CONSTRUCTION.
4. DETAILS FOUND WITHIN THESE DRANING5 SHALL BE A55UMED TO BE
TYPICAL DETAILS FOR TH15 JOB ONLY. DETAILS SHALL GOVERN
CONSTRUCTION FOR TH15 JOB UNLE55 OTHERWI5E NOTED ON THE PLANS.
5. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL
PLAN5 FOR ALL DIMENSIONS. IF DIMENSIONS CANNOT BE DETERMINED FROM
THE ARCHITECTURAL PLANS, CONTACT THE ARCHITECT OF RECORD.
6. 5UB5URFACE 501L CONDITIONS WERE NOT AVAILABLEAT THE TIME OF TH15
DESIGN. IT 15 RECOMMENDED THAT THE OWNER PROVIDE TO THE CONTRACTOR
A REPORT OF THE 5UB5URFACE CONDITIONS. 501L PREPARATIONS NOTED IN
SAID REPORT SHALL BE FOLLOWED UNLE55 MORE STRINGENT DESIGN 15
SPECIFIED WITHIN THESE PLANS.
SHEAR YSIALL5
TER
DETAILS
IE5
TE.
IN
CONSTRUCT AS SHOWN ON FLOOR PLAN
5W-1 - ALL EXTERIOR WALL5, NAIL 6" O.G. FIELD & EDGE. 4-ECEIVED
FASTEN 7/16" 05B W/ Sd NAIL 6" O.G. FIELD & EDGE.
JUN ' 3 2019
uldi De artment
of Atlantic Beach,
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UNDER
LAYMEN
T
PLACE SHINGLES
3/8"OVER EAVE &
RAKEEDGES TO PROVIDE
ALONG RAKES, DRIPEDGE
CEMENTSHINGLESTO
UNDERLAYMENT& EACH
OTHER IN A4" WIDTHO
ASPHALT PLASTIC
ROOFCEMENT
NON-
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TRIMA6Vv�7" OM
ENDOF FIRST
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TRIM TABS FROM
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COURSESHINGLES
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PLACE SHINGLES
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NOTCROWD
ALONG RAKES,
CEMENTSHINGLES TO
UNDERLAYMENT& EACH
OTHER IN A 4" WIDTHO
ASPHALT PLASTIC
ROOFCEMENT
NON-
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CE SHINGLES
EAVE DRIP OVER EAVE &
TO PROVIDE
DRIPEDGE
FIRST COURSE
11-1/2"to 12-1/2" 11-1/2" to 12-1/2"
N
Eo
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 INTEGRAh
FLANGE
VENT STACK, SEE
PLUMBINGF����OR��V
SIZE 84
PREFORMEBOOTFLASH NG W/ INTEGRAL
FLANGESET IN PLASTIC ROOF
CEMENT
INSTALL FLANGE
OVERSHINGLE @ BASEn
IIIIIIIIIIIIIIIIIIIIIIIIIIIIi
.L SHINGLES
:LANGE @ HEAD
FIBERGLASS
SHINGLEROOFING OVER#
'FELTOVER 7/16" OSB
OVERPRI_ ENG WD TRUS S
NINDOYN
NOTES:
(METHOD B-1)
1. INSTALL IN STRICT ACCORDANCE
SYN WD SIDING
WITHMANUFACTURERS WRITTEN INSTRUCTIONS
-OVERAPPROVED
2. APPLY ROOFING CEMENT OR SELF-
VENT STACK FLASHING
N.T.S.
ADHERINGFLASHING OVER FLANGE AT HEAD
DETAIL
NINDOYN
WALL SHEATHING
(METHOD B-1)
WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION.
SYN WD SIDING
STUCCO/CV
-OVERAPPROVED
STEPS
VINYL DRIPPNEEP SCREED
FINISHASSEMBLY W/ 15#
WEATHERBARRIER
IN WATER SHEDDING FASHION,
SECTION A
FELTOVER APPROVED
AGAINST SEALANT (FLASHING
STARTING AT THE BASE OF
OVERMETAL FLASHING AND
WEATHERBARRIER
(SEEDETAIL)
THE WALL & WORKING TOWARDS
SECUREWITH STARTER STRIP
LAP FELT AND
THE TOP, INSTALL THE WRB
EXTEND 15# ROOFING
�WEATHERBARRIER OVER
TO THE FACE OF THE
EXTEND HEAD FLASHING
VINYLSTUCCO STOP/WEEP
2 -BEYOND FASCIA
SHEATHING.
X
5
EXTEND 15# ROOFING
5x5 METAL FLASHING
FELT UNDERLAYMENT
2
z
SHINGLE ROOFING
FELTUP WALL 7" MIN.
OVERROOFING FELT (
AIL TO
APPLY JAMB FLASHING
SILL FLASHING
5x5 METAL FLASHING
z
APPLY BEAD OF SEALANT
O JAMB FLASHING
KIC(OUTFLASHING AT
OVERROOFING FELT (N
IL
?
?
WATERT
TOROOF DECK NOT
WALL/KICKOUT FLASHING DETAIL
AL
THE BACK SIDE (INTERIOR
NAILINSTALL WITH RO
F CEMENT
WALLSHEATHING)
SHINGLE ROOFING
ROOFCEMEN
SURFACE) OF WINDOW
J
V
- LAP SIDING
CAP SHINGLE - DO NOT
PAN HEAD SCREWS TO
MOUNTING FLANGE.
V
JAMB FLASHING 8 1/2"
NAILINSTALL WITH
INSPECTION.
IMMEDIATELY INSTALL WINDOW
(220M M) ABOVE ROUGH
ROOFCEMENT
USING PAN HEAD SCREWS TO
OPENING AT HEAD.
SHINGLE ROOFING
(INTERIOR) OF THE WINDOW
ROOFCEMEN
FACILITATE INSPECTION.
WALL FLASHING DETAIL - STUCCO
N.T.S.
APPLY BEAD OF SEALANT AT
NINDOYN
WALL SHEATHING
(METHOD B-1)
WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION.
SYN WD SIDING
FLASHING APPLIED BEHIND THE MOUNTING FLANGE.
-OVERAPPROVED
STEPS
VINYL DRIPPNEEP SCREED
N
WEATHERBARRIER
IN WATER SHEDDING FASHION,
SECTION A
LAP WEATHER BARRIER
AGAINST SEALANT (FLASHING
STARTING AT THE BASE OF
OVERMETAL FLASHING AND
(SEEDETAIL)
THE WALL & WORKING TOWARDS
SECUREWITH STARTER STRIP
GOES OVER SEALANT).
THE TOP, INSTALL THE WRB
EXTEND 15# ROOFING
THE TOP, INSTALL THE WRB
TO THE FACE OF THE
EXTEND HEAD FLASHING
FELTUP WALL 7" MIN.
2 -BEYOND FASCIA
SHEATHING.
X
5
BEYOND EACH JAMB FLASHING.
5x5 METAL FLASHING
FELT UNDERLAYMENT
2
z
SHINGLE ROOFING
OVERROOFING FELT (
AIL TO
APPLY JAMB FLASHING
SILL FLASHING
FASCIA
ROOFDECK NOT WALL
APPLY BEAD OF SEALANT
O JAMB FLASHING
KIC(OUTFLASHING AT
APPLY BEAD OF SEALANT
SHEATHING)
AROUND THE PERIMETER OF
WATERT
CAP SHINGLE - DO NO
WALL/KICKOUT FLASHING DETAIL
AL
THE BACK SIDE (INTERIOR
NAILINSTALL WITH RO
F CEMENT
To OVERLAP SILL
SHINGLE ROOFING
ROOFCEMEN
SURFACE) OF WINDOW
WALL FLASHING DETAIL
- LAP SIDING
N.T.S.
PAN HEAD SCREWS TO
NINDOYN
INSTALLATION
(METHOD B-1)
WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION.
LAP BARRIRI ER OVER
FLASHING APPLIED BEHIND THE MOUNTING FLANGE.
NAILINGFLANGF
STEPS
VINYL DRIPPNEEP SCREED
N
5"x5" Mf'TAL FLASHING
IN WATER SHEDDING FASHION,
SECTION A
STARTING AT THE BASE OF
AGAINST SEALANT (FLASHING
STARTING AT THE BASE OF
EXTEND SELF-
(SEEDETAIL)
THE WALL & WORKING TOWARDS
THROUGH WINDOW JAMB
GOES OVER SEALANT).
THE TOP, INSTALL THE WRB
THE TOP, INSTALL THE WRB
TO THE FACE OF THE
EXTEND HEAD FLASHING
2 -BEYOND FASCIA
SHEATHING.
X
5
BEYOND EACH JAMB FLASHING.
W
FELT UNDERLAYMENT
APPLY SILL FLASHING
SHEATHING.
SHINGLE ROOFING
FASTEN IN PLACE.
APPLY JAMB FLASHING
SILL FLASHING
FASCIA
NU L: IN�S IALL
APPLY BEAD OF SEALANT
O JAMB FLASHING
KIC(OUTFLASHING AT
APPLY BEAD OF SEALANT
AROUND THE PERIMETER OF
WATERT
EXTEND JAMB FLASHING
WALL/KICKOUT FLASHING DETAIL
AL
THE BACK SIDE (INTERIOR
A
INTERIOR VIEW
To OVERLAP SILL
SEAL THE WINDOW FRAME TO
SURFACE) OF WINDOW
jolp
TOP LEFT CORNER OF WINDOW
FLASHING. EXTEND
PAN HEAD SCREWS TO
MOUNTING FLANGE.
V
JAMB FLASHING 8 1/2"
INSPECTION.
IMMEDIATELY INSTALL WINDOW
(220M M) ABOVE ROUGH
USING PAN HEAD SCREWS TO
OPENING AT HEAD.
WRB
(INTERIOR) OF THE WINDOW
FACILITATE INSPECTION.
APPLY TAPE AT
FLASHING
APPLY BEAD OF SEALANT AT
APPLY BEAD OF SEALANT
CORNERS To
EALANT BEAD BETWEEN
AFTER INSTALLATION
ACROSS THE FACE OF
MOUNTING FLANGE AND
SEAL ALL CORNERS
0606
MOUNTING FLANGE AT HEAD
FLASHING.
MECHANICALLY JOINED
APPLY HEAD FLASHING
PPLY A 3/8" NOM. DIA.
FRAMES TO SEAL FRAME
UNTIL WRB IS APPLIED.
SILL FLASHING
BEAD OF SEALANT TO THE
SEAM JUNCTURE.
SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE,
REMOVE PREVIOUSLY APPLIED
BACKSIDE (INTERIOR) OF THE
PLUMB, AND LEVEL CONDITION. USE CORROSION
APE, ALLOWING WRB TO LAY
MOUNTING FLANGE AROUND
RESISTANT FASTENERS. FASTEN WINDOWS PER
QII
FLAT OVER HEAD FLASHING.
THE ENTIRE PERIMETER.
AT HEAD
WINDOW MANUFACTURER FASTENER SPECIFICATIONS.
APPLY NEW SHEATHING TAPE
PLACE BEAD IN LINE WITH
FLANGE.
OVER DIAGONAL CUT - SEE
ANY PRE -PUNCHED HOLES
LASHING AT HEAD EXTENDS
DIAGRAM.
OR SLOTS
1" BEYOND JAMB FLASHING.
BARRIER (WRB)
0 HEAD FLASHING
SECURE WRB
APPLY A CONT. SEAL ALONG
MOUNTING FLANGE AT THE
�G HEAD
SEALANT AT JAMBS 8 1/2" ABOVE
HEAD. FLASHING GOES OVER
F
NGLE INSTALLATION:
INGLES USING WEAVE METHOD
1) FULL END SHINGLE MIN. 12"
TER LINE OF VALLEY. SEE MANUF
INSTRUCTION FOR ADDITIONAL
TIONINFORMATION
AIL 6" MIN. FROM VALLEY CENTER LINE
FIBERGLASS
SHINGLEROOFING OVER 15#
VALLEY 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
INGEALL OFF-RIDGEVENT
OVERSHINGLES
AT BASE
7/16" OSB OVERPRE-
ENG WDTRUSSES� _.gjj0**alt!le
FNOTES:CT ACCORDANCE
URERS WRITTENINSTRUCTIONS
CEMENT OR SELF-
HNG OVER FLANGE AT HEAD
OFF -RIDGE VENT FLASHING DETAIL
N.T.S.
STUCCO/CV
STEPS
MOUNTING FLANGE. EMBED
COMPOSITE, P.T.OR OTHER DECAY
LAP BARRIRI ER OVER
SECTION A
NAILINGFLANGF
BOTTOM OF HEAD FLASHING
VINYL DRIPPNEEP SCREED
N
5"x5" Mf'TAL FLASHING
THROUGH WINDOV. .4'^
1W
STARTING AT THE BASE OF
AGAINST SEALANT (FLASHING
KICK-OUTFLASHING
EXTEND SELF-
(SEEDETAIL)
THE WALL & WORKING TOWARDS
FLASHING i" MIN.BEYON
JAMB FLASHING
GOES OVER SEALANT).
THE TOP, INSTALL THE WRB
EXTEND HEAD FLASHING
2 -BEYOND FASCIA
TO THE FACE OF THE
X
5
BEYOND EACH JAMB FLASHING.
W
FELT UNDERLAYMENT
SHEATHING.
SHINGLE ROOFING
FASTEN IN PLACE.
MTL DRIP FDGE
SILL FLASHING
FASCIA
NU L: IN�S IALL
A
O JAMB FLASHING
KIC(OUTFLASHING AT
APPLY BEAD OF SEALANT
BO`TOM OFROOF & WALL
WATERT
EXTEND JAMB FLASHING
WALL/KICKOUT FLASHING DETAIL
AL
N.T.S.
A
INTERIOR VIEW
To OVERLAP SILL
SEAL THE WINDOW FRAME TO
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TOP LEFT CORNER OF WINDOW
FLASHING. EXTEND
PAN HEAD SCREWS TO
OPENING. APPLY A 3/8" NOM.FACILITATE
V
JAMB FLASHING 8 1/2"
INSPECTION.
(220M M) ABOVE ROUGH
N
OPENING AT HEAD.
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(INTERIOR) OF THE WINDOW
SEALANT
APPLY TAPE AT
APPLY BEAD OF SEALANT AT
FLANGE, INLINE WITH ANY
CORNERS To
SIDE JAMBS. EXTEND 8 1/2"
TEMPORARILY HOLD
PRE -PUNCHED HOLES OR SLOTS.
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FLASHING IN PLACE
3
UNTIL WRB IS APPLIED.
SILL FLASHING
APPLY JAMB FLASHING
SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE,
PLUMB, AND LEVEL CONDITION. USE CORROSION
APPLY BEAD OF SEALANT
®
RESISTANT FASTENERS. FASTEN WINDOWS PER
QII
FLASHING AND MOUNTING
AT HEAD
WINDOW MANUFACTURER FASTENER SPECIFICATIONS.
APPLY CONT. SEAL TO THE MOUNTING
FLANGE.
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OWEATHER RESISTANT
FLANGES AT THE TOP (HEAD) AND
R�RIEikWCAPPDED
BARRIER (WRB)
TAPE, ALLOWING WRB TO LAY
SEALANT AT JAMBS 8 1/2" ABOVE
AT A 45 DEGREE ANGLE, CAREFULLY CUT THE
FLAT OVER HEAD FLASHING.
THE R.O. AT HEAD. EMBED JAMB
BARRIER ON A DIAGONAL. GENTLY RAISE THE
-
APPLY NEW SHEATHING TAPE
FLASHING INTO SEALANT AND
TW EDGE OF THE BARRIER UP AND TAPE THE
OVER DIAGONAL CUT - SEE
FASTEN IN PLACE. (FLASHING
TOP CORNERS AND CENTER TO THE EXTERIOR
DIAGRAM.
GOES OVER SEALAM).
WRB SURFACE ABOVE.
NOTE:
NO W.R.B. REQUIRED Ca C.M.U. EXTERIOR
ECURE WRB
F
NGLE INSTALLATION:
INGLES USING WEAVE METHOD
1) FULL END SHINGLE MIN. 12"
TER LINE OF VALLEY. SEE MANUF
INSTRUCTION FOR ADDITIONAL
TIONINFORMATION
AIL 6" MIN. FROM VALLEY CENTER LINE
FIBERGLASS
SHINGLEROOFING OVER 15#
VALLEY FLASHING DETAIL
N.T.S.
FIBERGLASS SHINGLE ROOFING
OVERUNDERLAYMENT�
I STALL SHINGLES OVER OFF -RIDGE VENT FLANGE ATHEAD
GALVANIZED METAL OFF-
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INPLASTIC ROOF CEMENT
ORSEALANT
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INGEALL OFF-RIDGEVENT
OVERSHINGLES
AT BASE
7/16" OSB OVERPRE-
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FNOTES:CT ACCORDANCE
URERS WRITTENINSTRUCTIONS
CEMENT OR SELF-
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OFF -RIDGE VENT FLASHING DETAIL
N.T.S.
STUCCO/CV
STEPS
FINISHASSEMBLY
COMPOSITE, P.T.OR OTHER DECAY
LAP BARRIRI ER OVER
SECTION A
NAILINGFLANGF
IN WATER SHEDDING FASHION,
VINYL DRIPPNEEP SCREED
N
5"x5" Mf'TAL FLASHING
THROUGH WINDOV. .4'^
1W
STARTING AT THE BASE OF
KICK-OUTFLASHING
EXTEND SELF-
(SEEDETAIL)
THE WALL & WORKING TOWARDS
FLASHING i" MIN.BEYON
JAMB FLASHING
Z
THE TOP, INSTALL THE WRB
XTEND KICK -OUT n
2 -BEYOND FASCIA
TO THE FACE OF THE
X
5
BEHIAPPLY
W
FELT UNDERLAYMENT
SHEATHING.
SHINGLE ROOFING
V
MTL DRIP FDGE
SILL FLASHING
FASCIA
NU L: IN�S IALL
m
KIC(OUTFLASHING AT
APPLY BEAD OF SEALANT
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IGHTSE
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AL
N.T.S.
qm-
NINDOY14 INSTALLATION (METHOD A-1)
WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOV. IVSTALLATION.
FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. 11
-
GCOPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RE5ERVE5 H15 GOPYRIGHT AND OTHER PROPERTY RIGHT IN THE5E PLAN5. THESE PLANS AND DRAWING5 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 TG &ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.
LINE OF
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INSTALL
UMB,LEVEL&
'ERMANUFA(
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ADHERINGMEMBRAN HEAD OFWIND06
FLASHINEA
FLLANGEANGE @HEAD
EXTEND SELF-
ADHERINGMEMBRAN
FLASHING 1'MIN. BEYON
JAMBFIASHING
NOTE:
1. WINDOW INSTALLATION
&FLASHING DETAILS
ARECONSISTENT WITH
ASTM2112METHOD A-1
EXCEPTSELF-ADHERING
MEMBRANEFLASHINGS ARE
USED.
2. IT IS THE
I N STALLATIONCONTRACTO R
SRESPONS IBILITY TO
VERIFYTHE COMPATIBILITY
OF ALLPRODUCTS
INCLUDINGWEATHER
BARRIER, SEALANT& SELF -
ADHERING
FLASHINGMATERIALS USED
DURINGCONSTRUCTION. STEP 7
3. INSTALL ALL MATERIALS STEP
PERMANUFACTURERS
W RITTENSPECI FICATIONS.
WARNING:
SEALANT/FLASHINGS
MAYREACT ADVERSELY IF
_NOTCOMPATIBLE
WINDOW FLASHING INSTALLATION DETAILS
N.T.S.
WEATHI
LINE OF
OVER[
SEAL WINDOW FRAME
TOINSIDE OF R.O.
WITHSEALANT AT SILLAND
AMINIMUM 12" UP
6OTHJAMS TO FORMA
BACKDAM. SEAL BALANCE
OFFRAME WITH SEALANT
ORLOW-EXPANDING
FOAM(PROVIDE BACKER
RODWHERE REQUIRED)
INTERIOR VIEW
STEP 9
STEPS
COMPOSITE, P.T.OR OTHER DECAY
INSTALL 4' WIDESELF-
SECTION A
ADHERING
IN WATER SHEDDING FASHION,
MEMBRANEFLASHINCO
N
JERLAPPINGDOOR FRAME
THROUGH WINDOV. .4'^
1W
STARTING AT THE BASE OF
"N
EXTEND SELF-
ADHERINGMEMBRAN
THE WALL & WORKING TOWARDS
FLASHING i" MIN.BEYON
JAMB FLASHING
THE TOP, INSTALL THE WRB
TO THE FACE OF THE
X
BEHIAPPLY
W
SHEATHING.
V
SILL FLASHING
m
APPLY BEAD OF SEALANT
3�
AT BACK OF WINDOW
FLANGE & SET WINDOW USING
SEAL THE WINDOW FRAME TO
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PAN HEAD SCREWS TO
OPENING. APPLY A 3/8" NOM.FACILITATE
V
Q
INSPECTION.
DIA. TO THE BACKSIDE
N
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(INTERIOR) OF THE WINDOW
APPLY BEAD OF SEALANT AT
FLANGE, INLINE WITH ANY
Q
SIDE JAMBS. EXTEND 8 1/2"
PRE -PUNCHED HOLES OR SLOTS.
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APPLY JAMB FLASHING
APPLY BEAD OF SEALANT
JAMB FLASHING
QII
FLASHING AND MOUNTING
AT HEAD
APPLY CONT. SEAL TO THE MOUNTING
FLANGE.
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FLANGES AT THE TOP (HEAD) AND
R�RIEikWCAPPDED
SIDES (IAMBS) OF WINDOW. EXTEND
TAPE, ALLOWING WRB TO LAY
SEALANT AT JAMBS 8 1/2" ABOVE
FLAT OVER HEAD FLASHING.
THE R.O. AT HEAD. EMBED JAMB
APPLY NEW SHEATHING TAPE
FLASHING INTO SEALANT AND
OVER DIAGONAL CUT - SEE
FASTEN IN PLACE. (FLASHING
DIAGRAM.
GOES OVER SEALAM).
ECURE WRB
AT HEAD
FLASHING AT HEAD
EXTENDS
HBEYOND
JAMB FLASHING,
OHEAD FLASHING
EMBED BOTTOM OF THE
HEAD FLASHING AGAINST
THE PREVIOUSLY APPLIED
EALANT
SEALANT (FLASHING GOES
OVER SEALANT). EXTEND
HEAD FLASHING BEYOND
EACH JAMB FLASHING.
FASTEN IN PLACE.
0 JAMB FLASHING
A
EXTEND JAMB FLASHING
TO OVERLAP SILL
INTERIOR VIEW
FLASHING. EXTEND
JAMB FLASHING B 1/2"
TOP LEFT CORNER OF WINDOW
ABOVE ROUGH
OPENING AT HEAD.
TUCK TOP OF
JAMB FLASHING
SEALANT
UNDER THE FLAP
OF WRB AT THE
HEAD. SEE DIAGRAM.
SILL FLASHING
SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE,
®
PLUMB, AND LEVEL CONDITION. USE CORROSION
RESISTANT FASTENERS. FASTEN WINDOWS PER
WINDOW MANUFACTURER SPECIFICATIONS.
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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
-
GCOPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RE5ERVE5 H15 GOPYRIGHT AND OTHER PROPERTY RIGHT IN THE5E PLAN5. THESE PLANS AND DRAWING5 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 TG &ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.
LINE OF
WEATH
SHEATHII
0
EA
✓✓E
FI
LD
l
INSTALL
UMB,LEVEL&
'ERMANUFA(
:ITTENINSTR
FOLD WEATHE.
BARRI ERDOWN & TAP
DIAGONALCUT & ACROS
INSTALL4"WIDESELF-
ADHERINGMEMBRAN HEAD OFWIND06
FLASHINEA
FLLANGEANGE @HEAD
EXTEND SELF-
ADHERINGMEMBRAN
FLASHING 1'MIN. BEYON
JAMBFIASHING
NOTE:
1. WINDOW INSTALLATION
&FLASHING DETAILS
ARECONSISTENT WITH
ASTM2112METHOD A-1
EXCEPTSELF-ADHERING
MEMBRANEFLASHINGS ARE
USED.
2. IT IS THE
I N STALLATIONCONTRACTO R
SRESPONS IBILITY TO
VERIFYTHE COMPATIBILITY
OF ALLPRODUCTS
INCLUDINGWEATHER
BARRIER, SEALANT& SELF -
ADHERING
FLASHINGMATERIALS USED
DURINGCONSTRUCTION. STEP 7
3. INSTALL ALL MATERIALS STEP
PERMANUFACTURERS
W RITTENSPECI FICATIONS.
WARNING:
SEALANT/FLASHINGS
MAYREACT ADVERSELY IF
_NOTCOMPATIBLE
WINDOW FLASHING INSTALLATION DETAILS
N.T.S.
WEATHI
LINE OF
OVER[
SEAL WINDOW FRAME
TOINSIDE OF R.O.
WITHSEALANT AT SILLAND
AMINIMUM 12" UP
6OTHJAMS TO FORMA
BACKDAM. SEAL BALANCE
OFFRAME WITH SEALANT
ORLOW-EXPANDING
FOAM(PROVIDE BACKER
RODWHERE REQUIRED)
INTERIOR VIEW
STEP 9
SEE DOOR
FORRNISHTTRIM
DOOR FLASHING INSTALLATION DETAILS
N.T.S.
STEP 5
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EXTEND SELF-
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