740 Selva Lakes Cir RESA19-0013 Addition/Patioi
PROJECT ANALY515:
GENERAL NOTE5:
5QUARE FOOTAGE INFORMATION:
1. ALL CONSTRUCTION MUST COMPLY WITH ALL GOVERNING CODES.
sf
) 104
CONDITIONED SPACE (ADDITIONAL):
N
.
* PORCH SPACE (ADDITIONAL): 65sf
2. ALL CONTRACTORS AND 5UB-CONTRACTOR5 WILL THOROUGHLY
* EXISTING SPACE: 1621sf
FAMILIARIZE THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS
j TOTAL COVERED SPACE: 2351sf
AND WILL VERIFY EXI5TING 51TE AND BUILDING CONDITIONS PRIOR TO
M
5UBMITTING A BID.
STRUCTURE HEIGHT & NUMBER OF 5TORIE5:
1L
* MEAN ROOF HEIGHT = 10'-5"
3. 5UB-CONTRACTOR5 BEFORE 5TARTING.THEIR WORK WILL CHECK
*PEAK ROOF HEIGHT = 11'-9"
AND VERIFY THEIR PARTICULAR RELATED REQUIREMENTS FOR
* NUMBER OF STORIES = 1
COMPLIANCE ALONG WITH MEASUREMENTS, SURFACE LEVELS,
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SURFACE CONDITIONS NEAR& ABOUT THEIR WORK. IT WILL BE
TYPE OF CON5TRUGTION:
CONCLUDED THAT EACH BIDDER UNDERSTANDS AND K:NO1N51NHAT
TYPE: V -B
WILL BE`REOUIRED.
* PROTECTION: UNPROTECTED & UN5PRINKLERED
X
4. TH15 ARCHITECT AND HIS PROFE55IONAL CONSULTANTS WILL NOT
INDEX OF DRANING5:
HAVE CONTROL OF & WILL NOT BE RESPONSIBLE FOR CONSTRUCTION
MEANS, METHOD5, 5EaUENCE5, OR SAFETY PRECAUTIONS IN
*A101 - SCOPE OF WORK, 51TE PLAN, NOTES & ANALY515
CONNECTION WITH THE WORK ON THE PROJECT OR FOR THE ACTS
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OR OM1510N5 OF THE CONTRACTOR, 5UB-CONTRACTOR, OR ANY
*A102 -FLOOR PLAN, FOUNDATION PLAN, DETAILS
OTHER PERSONS PERFORMING ANY OF THE WORK ON TH15 SITE.
-A103 - ELEVATIONS, ELECTRICAL PLAN, ARCHITECTURAL NOTES
5. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/OR
SHORING TO INSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL
*A104 - FLASHING NOTE5 & DETAILS
RELATED BUILDING COMPONENTS, I.E.: STRUCTURAL YtilALL5, INTERIOR
WALL A55EMBLIE5 ETC., DURING THE CONSTRUCTION PHASE OF TH15
�
PROJECT.
6. ALL WORK WILL BE COORDINATED WITH OTHER TRADES IN ORDER
GENERAL 5TRUGTU'RAL NOTS:
TO AVOID INTERFERENCE & PRESERVE MAXIMUM HEADROOM &
!
AVOID OMI510N5. EACH CONTRACTOR WILL INCLUDE ALL
Y�IIND LOAD NOTES:
MI5CELLANEOU5 ITEMS REQUIRED BY CODE AND NEEDS TO
COMPLETE TH15 WORK.
DESIGN CODE: FLORIDA BUILDING CODE 2011 AND A5CE-1-10
ULTIMATE DE5167N 1NIND SPEED: VULT.: 140 MPH
1. ALL MATERIAL USED WILL BE NEW & BEAR UL LABEL5 WHERE
WIND IMPORTANCE FACTOR: I = 1.0
REQUIRED &MEET NEMA STANDARDS.
BUILDING RISK CATEGORY: III
1NIND EXPOSURE: D
5. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO
ENCLOSURE: ENCLOSED BUILDING
PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITIONS WILL
INTERNAL'PRF-55URE COEFFICIENT: GGPI = +.16 OR -.18
BE INSTALLED A5 NOTED ON THE DRAWINGS
WIND PRESSURE TO COMPONENTS/ CLADDINGS (MEAN ROOF HEIGHT 13')
DO NOT SCALE THE DRAWINGS.
! END ZONE =3'
ZONE EFFECTIVE WIND AREA(5F) WIND LOADS (FBF)
9. VERIFY ALL DIMEN51ON5 IN THE FIELD PRIOR TO ORDERING,
GUTTING, AND/OR INSTALLING MATERIAL, PRODUCT OR EaUIPMENT. IN
O
THE EVENT OF ANY DISCREPANCIES, CONTACT THE ARCHITECT
P051TIVE SUCTION
BEFORE PROCEEDING WITH THAT WORK.
INTERIOR 10 +51.4 -55.8
�
20 +49.1 -53.5
10. ALL 5UB-CONTRACTOR5 WILL PROVIDE A CERTIFICATE OF
50 +46.0 -50.4
INSURANCE TO THE OWNER PRIOR TO STARTING ANY NORK ON TH15
100 +43.1 -48.1
PROJECT. CERTIFICATE OF INSURANCE CAN NOT BE TERMINATED OR
END ZONE 10 +51.4 -68.8
CANCELED WITHOUT 10 DAYS PRIOR WRITTEN NOTICE TO THE
20 +49.1 -64.2
OWNER.
50 +46.0 -58.1
100 +43.1 -53.5
11. NO SUBSTITUTIONS OF ANY KIND FOR MATERIALS SPECIFIED ON
NOTE:
THESE CONSTRUCTION DOCUMENTS 15 ALLOWED. NO "EQUIVALENT"
A:WS DESIGN PRESSURE = ULTIMATE PRE550RE X 0.6 OR DIVIDE WITH 1.6
SUBSTITUTIONS WILL BE MADE, UNLE55 APPROVED IN WRITIN& BY
THE ARCHITECT & APPROVED BY THE OWNER DUE TO THE LACK OF
MATERIAL5:
AVAILABILITY OF ORIGINAL, U.O.N. IN THESE DOCUMENTS
WOOD MEMBERS FOR BEAMS &POSTS: (#2 SYP)
WOOD MEMBERS FOR STUDS: (#2 5YP OR BETTER)
12. EACH CONTRACTOR 15 RESPONSIBLE FOR THE FIR57 CLASS
MICROLLAM: 1.9E
WORKMANSHIP &WILL A55UME ALL RESPONSIBILITY FOR THE CARE
CONCRETE:
AND PROTECTIONS OF HI5 OWN WORK & MATERIAL FRO DAMAGE.
H NI
LL E LL MAK GOO
E D ANY D AMA GE TO H15 OWN OR OTHER
ALL CONCRETE TO BE DESIGNED A5 PER AGI 318 LATEST EDITION.
WORK CAUSED BY HIMSELF OR WORKMAN EMPLOYED BY HIM.
j FOOTING5:3000psi
SLAB ON GRADE: 3000psi
I'
13.EACH CONTRACTOR NIL ABIDE BY LOCAL AREA 5TANDARD5 &
ALL OTHERS: 3000 si
p
RELATED 05HA STANDARDS FOR THE SAFETY OF THEIR
SPLICES IN REINFORCING WHERE PERMITTED
EMPLOYEES ON SITE. TH15 ARCHITECT AND HI5 PROFE551ONAL
CONCRETE: 50 BAR DIAMETER
CONSULTANTS WILL BE HELD HARMLE55 BY THE: OWNER, GC, AND
MASONRY: 48 BAR DIAMETER
RELATED AWARDED TRADES, ON TH15 PROJECT FOR ACCIDENT5 OR
! UNLESS 5HOWN ON THESE DRA11'4ING5, MIN. CONCRETE FOR REINFORCING
INJURIES CAUSED OR ACCRUEDON TH15 PROPERTY DURING
CAST A67A1N5T EARTH: 3"
CONSTRUCTION PHASES OF TH15 PROJECT.
SLAB ON GRADE: CENTERED
EXP05ED TO EARTH OR WEATHER-
14. SHOULD FIRE ALARM & SPRINKLER DRAWINGS BECOME A
#6 THRU #11 BARS: 2"
REQUIREMENT, IT WILL BE THE RESPONSIBILITY OF THE
#5 BARS & SMALLER: 1-1/2'°
5UB-CONTRACTOR AND TO BE SUBMITTED A5 SEPERATE PERMIT
ALL REINFORCING SHALL BE HELD SECURELY IN P051TION WITH STANDARD
ISSUE.
ACCESSORIES IN ACCORDANCE WITH ACI 315 DURING PLACEMENT OF CONCRETE.
TIMBER:
ALL HOOD FRAMINC-7SHALL BE FABRICATED AND INSTALLED A5 PER AITC &
TPI & NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION.
PROVIDE TEMPORARY TOP CHORD BRACING UNTIL ROOF SHEATHING 15 IN PLACE.
ALL WOOD MEMBERS EXF05ED TO WEATHER SHALL BE PRE55URE TREATED.
130
PRE-ENC71NEERED WOOD TRUSSES SHALL COMPLY WITH TRU55 PLAT INSTITUTE
m" ?
140 '115STANDARD
WITH PROPER DEAD, LIVE AND WIND LOADS. DRAWINGS SHALL BE
:k s
51GNED AND SEALED BY PROFE55IONAL ENGINEER REGI5TERED IN THE
STATE OF FLORIDA.
La
PROVIDE HURRICANE CLIPS AT BOTH EN05 OF EACH RAFTER & TRUSS _
THE NUMBER AND 51ZE OF NAILS CONNECTING TO WOOD ,MEMBERS SHALL NOT BE k d-7 a
LE55 THAN TH05E SPECIFIED IN FBG 2010 TABLE 2304.9.1 FA5TENING
SCHEDULE. ��` �_ a3 ,�� 1. 1
�� � i� •'� , �•, t4,1� STP QK RE
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WIND-BORINE DEBRIS REGIONS:UK.
uesviated arlaae t -ere ime bas c -A-i i 70 p `4
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?_6"JCA': �t?SE�I�'.�7 - Ira -
High
speed i9 1 �4'�I`�; or �re�:�r'. €...,' !, �
_ High Vie4ccitr Hurricane Zana !; VHZ:=
134 MPH and wdhin 1 mile ol1he oast iii
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Y41NOO BORNE MAP
ite Plan
Scale -1" =15'
COPYRIGHT 0 5 GERARD V M Y ARCHITECT, GT FL. -_--
2 1 E D ER E E - -- --
, #4630 DESIGNER, EXPRESSLY RESERVES H15 COPYRIGHT AND OTHER PROPERTY RIGHT I1ti THESE PLANS. THES)= PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT - --
50 EVER NITHOUT FIR5T OBTAINING THE EXPRE55 WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE A5516NED TO AtiY PARTY WITHOUT FIRST OBTAINING 5AID WRITTEN CON5ENT.
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j11 i P1� 12-1 1/2"______
13'-5 1/2" -
'i. --- Screen Door
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2x12
Framir
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LIVING
foundation Plan � �� � _
2x8 Rafters @ 24" O.G.
.2x10 Hip
-,Simpson H2.5
@ Ea. Rafter/Hip
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j2x8 Rafters @ 24" O.G.
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� Existing Openings i.
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Floor P Nindow Schedule - b Header Height
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1/4 1 I I
I, Description: ; 5 m.: i Hdr.: Kin /Gri
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Existing
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050
2 Single Dung hlindow 11 ! 1 1
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--- —
-j-
5050
5050 5in le Hung Nindow
2_ -- 2 1
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Door Schedule
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LSr,A24 Rafter to Description: 5 m.. Hdr.: Kin /Gri .:
. p � y i, I 9 p
,
Rafter Over Ride
9 Collar Distance 1/3 Min, or ------
Maximum of total Rafter Rise 6068 Exterior Hinged Glass Door 3
Fasten Collar to Rafter
Collar Tie to Match --- - - --- - —�
w/ Min (q) #qx3" S;rews \ r
1 Rafte Size 3068 Interior Pocket Door !
B Existing Existing
J
6068 Bi -Fold Door
; istin
gExistingEx,
3068 Exterior Hinged Door
Detail - _ - --- - - - - --
Architectural Shingle Roof to Match Existing Collar Tie Detail—_ -
Suggested 30# Felt over Zip System Sheathing
w/ Sid Ring Shank nails (SeeRoof Sheathing Notes:
Pg.A103)
King/Cripple Stud Schedule:
Note: In all areas where Existing Footin s/Slabs are
—.deader Schedule... g I
1. 0 - 48" Use (2) King/ (2) Cripple _ „ being expanded, . g
9 pp 1. D 36 Use (2) 2x4 Ganged Headers g p p
a did Dowel Pons are to be installed per the
Roof Trusses , � ,
R-30 Insulation 2. 48 - 72 - Use (2)King/ (2) Cripple 2. 36" - 60" - Use (2) 2x6 Ganged Headers Dowel Detail. Dowels are t0 b
nnnn �, a Epoxy set if installed in
Simpson H2.5A 0 Ea. Truss --_. 3. 72'" 96" ®Use (2) King/ (3) Cripple 3. 60" - 84" -Use (2) 2x8 Ganged Headers
-4. 96" - 108" -Use (3) King/ (3) Cripple 4. 84" - 108" - :Use (2) 2x10 Ganged Headers any existing cured concrete.*
5.108 + - Use (3) King/ (4) Cripple 5.108"+ - Use (2) 2x12 Ganged Headers
2x2 w/m eta
- i
Drip Edge 1/2" Drywall
Min. #4 w/ 12�e Embedment
2x6 Fascia Cont. aj MSTA24 0 Ea. Plate to Cripple MSTA24 0 Ea. Plate to Cripple
@ 24" O.G. for 51ab Continuation
(2)Top Plates (SYP #2) MSTA24 0 Ea. Plate to King (2)Top Plates (SYP #2) / MSTA24 0 Ea. Plate to King
2x4 Framing Cu 16" U.C.
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- --R-13 Insulation
New Stucco to Match Existing, Over Moisture
Barrier, Over Zip System Sheathing Nailed v
@ 6" O.G. Edges & 6" O.G. on Field --- 3/8"Threaded Rod 0 48" O.C.
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2x4 PT Bottom Plate
4" Conc. Slab
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Header, See Sched:.lfe _—
Header, See Schedule
Studs 0 16"O.C. - Studs 016" O.C.
CSYP #2) (SYP #2)
Kings, See Schedule
Cripples, See Schedule -
HTT4 0 Ea. King ,Stud HTT4 0 Ea. King Stud
P.T. Base Plate
--- -
--- P.T. Base Plate
� rom I..Ing ` ---
to Finish Grade _
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cale Ie - No
Scale e
T is � Window
Fr
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WAIL Section Detail
001 Scale - No Scale
scale -1/2" =1'
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COPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DE5I6NER, EXPRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHT IN THE5E PLANS. THE5E PLAN5 AND DRAlNING5 ARE I`IOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT
50 EVER V41THOUT FIRST OBTAINING THE EXPRE55 WRITTEN CON5ENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE A5516NED TO ANY PARTY NITHOUT FIR5T OBTAINING 5AID 1NRITTEN CONSENT.
I
Min. (2) #5 w/ 12" Embedment
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for Footer Continuation
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FootingSlab Dowel Detail
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Scale - No Scale
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Existing Construction i New Construction Exst. Construction
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ROOF A55EMBL#E5:
llR55EMBL11=5 SHALL BE IN ACCORDANCE WITH FBG. 51LL5 ON CONCRETE
TH15 SYSTEM USES A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION THRO
FOOTING5 AND FOUND,ArTIONS: THE DOUBLE TOP PLATE. THE NUT AT THE DOUBLE'TOP PLATE UGH
SHALL RECEIVE A FINAL TIGHTENING
FOOTINGS AND FOUNDATIONS AFTER THE ROOF SYSTEM 15 IN
00 U DATIONS SHALL BE IN ACCORDANCE WITH FBG AND A5 NOTED IN THESE PLANS. STALLED TO ENSURE THE CONN �
EGTION 15 FREE AND CLEAR OFGAPS. i
TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FOLLOWING LOCATIONS:
SPACED @ 6' O.G. AT THE EXTERIOR WALL SILL PLAT)= WHER
SOILS E THE THRU-BOLT SPACING IS GREATER THAN 6'
MINIMUM ALLOWo.C.ABLE 501L BEARING CAPACITY = 2500 P51 AT THE EXTERIOR WALL SILL PLATE5 WHERE THE THRU-BOLT 15 MORE THAN
-5UB5URFACE 501L CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO 12" FROM THE END OF THE PLATE.
THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 501L PREPARATIONS NOTED IN AID REPORT SHAL AGNHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATE5.
-- -- ---- r L SILLS ON CONCRETE SHALL BE PRE55URE TREATED (PT) 5YP #2.
I
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 HEADERS/ JACK 5TU
D5.
------- - j DELETRIOU5 MATERIAL. 501L MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DEN5ITY FOR A DEPTH OF
-- ;- 2-0" BELOW THE BOTTOM OF THE FOOTING REFER TO THESE PLANS FOR HEADER AND JACK STUD REQUIREMENTS.
ROOF AND G
E L NG F
RMiNGCONCRETE
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ALL CONVENTIONAL FRAMING SHALL BE 5YP #2. REFER TO TRU55
'CONCRETE AND STEEL REINFORCEMENT SHALL BE IN i
ACCORDANCE WITH FBG. SHOP DRAWIN65 FOR TRU55 DETAILS.. PROVIDE 1x4 PULIN
j SLAB & DRIVE 3000 P51 N1 FIBER BRACING ABOVE THE BOTTOM CHORD OF ROOF TRUSSES AT THE SPACING
INDICATED IN THE SHOP DRAWINGS. FASTEN W j
i / 2
() 6D NAILS AT EACH ;
ii
Existing Construction New ZriOnStrUGtlOn 5TEEL REINFORCEMENT: TRU55. PROVIDE 50LID BLOCKING AT ROOF SHEATHING JOINTS IN THE
-- ---- _ - -- -- - - - - — — L REINFORCEMENT FIRST TWO RAFTERS OR TRU5
`- -- ;-_ 5TEE E ORCEMENT SHALL BE IN ACCORDANCE WITH FBG, AGI 315 AND AS NOTED IN THESE PLANS. 5 SPACES FRAM THE GABLE ENDS.
�= ATTACH EACH RAFTER TO PLATE WITH H -2.5-A, ATTACH EACH RAFTER AT
12 - --; _ CONCRETE COVER SHALL BE IN ACCORDANCE WITH Il AND A5 FOLLOW5:
3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. RIDGE WITHL5TA-36 24 1 Od NAILS.,
4 _-- ;<_ ��__��� _>�_-I 2 FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GRO N
�T. __
- 1 1/2 FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH
, - � - -- , _ GROUND ROOF SHEATHING ASND
D I'HR M ANTI GHMENT:
J s�
VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE ALPPED FOR 36 BAR DIAMETERS OR 24", WHIGEVER 15 GREATER
USE 1116 ZIP SYSTEM SHEATHING FA
--
CORNER REINFORCEMENT FASTENED Y`Il SD NAILS �
I, f� ,:�' \ y u ,� ?� , GO E ORGEMENT SHALL BE LAPPED 30 .
New Stucco 51din r - - - ALL REINFORCING T b,, O.G. EDGES, b" O.G. INTERMEDIATE. BLOCK ALL EDGES.
g >, .:, �y�.�' eCUI"Itl� Screen yy,,y� , I _ _ __--�--_--_--.- __- �:--�STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS
to Match Exlsitng OF AGI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES
DURING PLACING OF CONCRETE. SP GENERAL NOTES
E SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE A5 FOLLOW5.
MA50NRY: 45 BAR DIA. CONCRETE: 40 BAR DIA. 1. CODES USED: 2011 FLORIDA BUILDING CODE 51XTH EDITION AGI NOS APA
li Yr1i,
AND t
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING
New 2050 New 2050 ASCE-1-10. ALL LATEST
Window New 30681 f _ DETAILS.
Window
Y <' ,t Door
T<, EDITIONS USED.
Y -c. , ����.�����`' SL.�B ON GRADE:
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE 1N ACCORDANCE
WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION
it
30(78 5ecUrlt 55 NO OVER
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�: - �� ��
UNLE55 TED OTEHRN15E ON THE PLANS, SLAB THICKNESS 15 4". SLAB SHALL BE POURED OVER A b THE WORK.
jl> 1%' �;�, l MIL. VAPOR BARRIER AND THE 501L SHALL BE TREATED WITH TERMITE POI N 3. CONTRACTOR
Screen Door , E 50 PRIOR TO POURING. SHALL VERIFY DIMEN51ON5 AND CONDITIONS AT THE JOB
6X6W1.4xW1.4WWFT
O BE PLACED IN THE CENTER OF THE SLAB. WWF SHALL BE LAPPED 8" SITE PRIOR TO COMMENCING CONSTRUCTION. I
THE USE OF FIBERMESH SHALL B A
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BEA55UMED TO BE
71 E LLOWED IN LIEU OF WWF. MINIMUM FIBER LENGTH
t x
TYPICAL DETAILS FOR THIS JOB ONLY. DETAIL 1.
5 SHALL ,
�,
r x. xr>x '�''-q° Peak CONSTRUCTION FOR TH15 JOB UNLE55
- -- - ---� - _ ,. --- _-- --- - --- --- THREI�tDD ROD. 5E NOTED ONTHEPLANS.
— - -1 – -
.>_:� 5. DIMEN510N5 ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL
2 THIS SYSTEM USES A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION TO THE DOUBLE T
�, E OP PLATE. PLANS LA 5 FOR ALL DIMENSIONS. IF DIMENSIONS CANNOT BE DETERMINED
318 ROD @ 4 0 O.G. TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FROM
4 E FOLLOWING LOCATIONS: THE ARCHITECTURAL PLANS, CONTACT THE ARCHITECT OF RECORD. :
SPACED @ 6 O.G. AT THE EXTERIOR WALL BILL PLATE WHERE THE THRU-BOLT SPACING 15 GREATER r
Tom- E E THAN 6 O.G. 6. SUBSURFACE 501L CONDITIONS W R
� - , �� ��T-1'-11"E E NOT. AVAILABLE AT THE TIME F
E O THIS I
PH AT THE EXTERIOR WALL BILL PLATES WHERE THE THRU-BOLT 15 MORE THAN 12" FROM THE END OF THE PLATE. DESIGN. IT 15 R
North Elevation ation RECOMMENDED THAT THE OWNER PROVIDE TO THE CONTRACTOR
— ANCHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES. A REPORT OF THE SUBSURFACE CONDITIONS. S. 501L PREPARATIONS NOTED IN
THL NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING AFTER THE ROOF 5Y5TEM 15IN5TALLED. SAID REPORT SHALL BE FOLLOWED UNLE55 MORE
5caie 1/4°' _ 1° ��
,� y�xl New StUGGO 5lding Y��-�IG1�tL FtMING: E STRINGENT DESIGN 15
� k> ;>, Ix t0 Yl1atcil Existing
SPECIFIED WITHIN THESE PLANS.
SHEAR VSALL5
���� USE 2x4 STUDS FOR ALL EXTERIOR WALL5 AND 2x4 STUDS FOR ALL INTERIOR WALLS, UNLE55 NOTED OTHERWISE IN
?! THESE PLANS. I
!3050
CONSTRUCT A55HOWN ON FLOOR PLAN
l New SPACE STUDS @ 16" O.G. MINIMUM AT ALL EXTERIOR WALLS, INTERIOR BEARING WALL5 AND INTERIOR SHEAR WALL5. 5W-1 - ALL EXTERIOR WALLS NAIL 6" O.G. FI
4x4 PT Post(s)
FIELD &EDGE.
,
Nindow x SPACE STUDS @ 24" O.G. MINIMUM AT ALL INTERIOR NON-BEARING WALL5. FASTEN 1116" 05B K 5d NAIL 6 O.C. FIELD & EDGE.
5ecuri
i USE 5PF #2 (OR BETTER) FOR ALL WALL5.
>> 5creen
USE 5YP #2 TOP PLATES AND PT 5YP#2 SILL PLATES.
IN=GENERAL THE THRU-BOLTS SERVE A5 THE CONTINUOUS LOAD PATH FROM THE DOUBLE TOP PLATE TO THE
FOUNDATION.
j r"x I
-MOOD:
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yS W000 FRAMING SHALL BE IN ACCORDANCE' WITH FBG, EXCEPT AS NOTED IN THESE PLANS.
FAaTENINGS.
THE "FASTENING SCHEDULE" IN FBG SHALL BE USED UNLE55 OTHERWISE IN THESE PLANS.
East Elevation
THE DOUBLE TOP PLATE SHALL HAVE A 4' LAP AND SHALL BE FAGS -NAILED WITH (8) 120 SINKERS.
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ELECTRO"ICAL LEGEND
SYMBOL
DESCRIPTION
=OkCeiling
Fan w/ Lights
1E
Ventilation Fans: Ceiling Mounted
09
Ceiling Mounted Light Figures: Surface/Pendant,
Recessed
Wall Mounted Light Fixtures: Wall Sconce
0
Fluorescent Light Fixture
240V Receptacle
P )
110Y Receptacles: Duplex, GFGI
$ T$ 3$
Switches: Single role, Door, 3 -Way
(� �
Smoke Detectors: Ceiling Mounted, Wall Mounted
EP
200A Electrical Breaker Panel
*NOTE:
Location of electric outlets are
a representation only.
outlets will be locateder
p
local building code. I'I al
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Provide AFCI(arc-fault circuit interrupters)
in all dwelling unit bedrooms per NEC article 210-12)
-100% of all fixed light fixtures inside and 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)
S,COPYll 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRE55LY RE5ERVE5 H15 COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND 0RANING5 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 PA<zTY V41THOUT FIRST OBTAINING SAID WRITTEN CONSENT.
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VERMEY�ARCHITECT
5w....� n Residence � 422 S. THIRD ST. 246-1150
� � �� � ������ ,JACKSONVILLE BEACH, FLORIDA
AR463Q
140 Selva Lakes Gir, Atlantic Beach, Florida, 32233 I �
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Flashing Notes &Details
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Addition of Room on North -End of Existing Residence
VERMEY�ARCHITECT
5w....� n Residence � 422 S. THIRD ST. 246-1150
� � �� � ������ ,JACKSONVILLE BEACH, FLORIDA
AR463Q
140 Selva Lakes Gir, Atlantic Beach, Florida, 32233 I �
- J
Flashing Notes &Details
GT ANALY515: GENERAL NOTES. _
SCOPE OF 1�tORK: LOT COVERAGE INFORMATION:
PRO.�E - PLANS ARE BASED ON ADDITION OF 965F OF COOLED SPACE, OFF THE * LOT AREA: 6910sf
I�; 1. ALL CONSTRUCTION MUST COMPLY WITH ALL GOVERNIN�5 CODES. NORTH N OF AN X15TIN TWO STORY RESIDENTIAL DW LLING. PERMIT 1 * RE51DENCE COVERAGE AREA: 2344sf
SQUARE FOOTAGE INFORMATION END E GE E 5
TIONAL : 104sf FOR LEVEL 1 & 2 ALTERATIONS. * CONCRETE DRIVE & 1NALK: 531sf
CONDITIONED SPACE (ADDI ) 2. AL CONTRACTORS AND 5UB-CONTRACTOR5 WILL THOROUGHLY
* PORCH SPACE (ADDITIONAL): 655f * PERCENT OF LOT COVERAGE: 41
* XISTING SPACE: 1621sf FAMILIARIZE THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS CODES:
E AND WILL VERIFY EX15TINC751TE AND BUILDING CONDITIONS PRIOR TO
* TOTAL COVERED SPACE: 2357sf SUBMITTING A BID. FLORIDA BUILDING CODE 2017, AMERICAN CONCRETE INSTITUTE,
STRUCTURE
HEIGHT & NUMBER OF STORIES: AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
* AN ROOF HEIGHT = 10'-5" 3. 5UB-CONTRACTORS BEFORE STARTING THEIR WORK WI1_L CHECK CODE ANALY515:
MI= AND VERIFY THEIR PARTICULAR RELATED REQUIREMENTS FOR
* PEAK ROOF HEIGHT - 11 9„ ALONG WITH MEASUREMENTS, SURFACE LEVELS,
* NUMBER OF 5TORIE5 = 1 *2017 FLORIDA BUILDING CODE - BUILDING (6TH EDITION)
COMPLIANCE *2017 FLORIDA BUILDING GORE - RESIDENTIAL (6TH EDITION)
SURFACE CONDITIONS NEAR &ABOUT THEIR WORK. IT 1NIL!� BE *2017 FLORIDA BUILDING CODE - RESIDENTIAL EX15TING (bTH EDITION)
1 TYPE OF CONSTRUCTION CONCLUDED THAT EACH BIDDER UNDER5TAND5 AND KNOIN5 WHAT
WILL BE`REQUIRED. *2017 FLORIDA BUILDING GODS =PLUMBING (6TH EDITION)
* TYPE: V -B *2017 FLORIDA BUILDING CODE MECHANICAL (6TH EDITION)
* PROTECTION: UNPROTECTED & UN5PRINKLERED 4. TH15 ARCHITECT AND H15 PROFE55IONAL CONSULTANTS WILL NOT *2014 NATIONAL ELECTRICAL CODE
HAVE CONTROL OF & WILL NOT BE RE5PON51BLE FOR CONSTRUCTION
INDEX OF DRAY41NG5: MEANS, METHOD5, 5EQUENGE5, OR SAFETY PRECAUTIONS #A
*
CONNECTION WITH THE WORK ON THE PROJECT OR FOR THE ACTS
A101 - SCOPE OF WORK, SITE PLAN, NOTES & ANALY515
OR OM1510N5 OF THE CONTRACTOR, 5UB-CONTRACTOR, OR ANY
*A102 -FLOOR PLAN, FOUNDATION PLAN, DETAILS
OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE.
* ELEVATIONS, ELECTRICAL PLAN, ARCHITECTURAL NOTES
5. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/OR
A103 ELE ,
SHORING TO INSURE STRUCTURAL STABILITY OF THE BUIL' INC AND ALL '
BUILDING COMPONENTS I.E.: STRUCTURAL WALL.5, INTERIOR
*A104 BUILD ,
A104 - FLA5HIN6 NOTES & DETAILS
1NALL ASSEMBLIES ETC., DURING THE CONSTRUCTION PHASE OF TH15
PROJECT.
*
WORK WILL BE COORDINATED WITH OTHER TRADES IN ORDER I I..�.,. 1 .. 2
6. ALL
TO AVOID INTERFERENCE & PRESERVE MAXIMUM HEADROOM &
.,I4..
AVOID OM1510N5. EACH CONTRACTOR WILL INCLUDE ALL
GENERAL STRUGTURA
L NOTE5.•
MI5CELLANEOU5 ITEMS REQUIRED BY CODE AND NEEDS TO s
Y41NO LOAD NOTES. COMPLETE TH15 WORK.
T
DESIGN GORE. FLORIDA BUILDING
CODE 2011 AND A50E-1-10
N & BEAR UL LABELS WI-IERE
N WIND SPEED. VULT.. 140 MPH 7. ALL MATERIAL USED WILL BE NE
ULTIMATE DE51G � .., .
TOR: I 1.0 REQUIRED & MEET NEMA STANDARDS. ..
WIND IMPORTANCE FAG `-
BUILDING R15K CATEGORY: III LOCATION MAP LOT MAP
WIND EXP05URE: D 5. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO
ENCLOSURE: ENCLOSED BUILDING PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITIONS iNILL 5CALE - NO SCALE SCALE _ NO 56AL E
INTERNAL PRE55URE COEFFICIENT: GGPI +.18 OR -.18 BE INSTALLED AS NOTED ON THE DRAWINGS.
WIND PRE55URE TO COMPONENT5/ GLADDING5 (MEAN ROOF HEIGHT 13') DO NOT SCALE THE DRAWINGS.
END ZONE = 3'
9. VERIFY ALL DIMEN51ON5 IN THE FIELD PRIOR TO ORDERING,
ZONE EFFECTIVE WIND AREA(5F) WIND LOADS (P5F) GUTTING, AND/OR IN5TALLIN6 MATERIAL, PRODUCT OR EQUIPMENT. IN
THE EVENT OF ANY DISCREPANCIES, CONTACT THE ARCHITECT
P051TIVE SUCTION BEFORE PROCEEDING 1NITH THAT 1NORK.
INTERIOR 10 +51.4 -55.8
20 +49.1 -53.5 10. ALL 5UB-CONTRACTOR5 WILL PROVIDE A CERTIFICATE OF
50 +46.0 -50.4 INSURANCE TO THE OWNER PRIOR TO STARTING ANY WORK ON TH157Vyj�Sgi
100 +43.1 -46.1 PROJECT. CERTIFICATE OF INSURANCE CAN NOT BE TERMINATED OR C�(0
END ZONE 10 +51.4 -68.8 CANCELED WITHOUT 10 DAYS PRIOR WRITTEN NOTICE TO THE fi'
I
20 +49.1 -64.2 OWNER. p JAI
G►
f " v
50 +46.0 58.1
100 +43.1 -53.5 11. NO 5UB5TITUTION5 OF ANY KIND FOR MATERIALS SPECIFIED ON
THESE CONSTRUCTION DOCUMENTS 15 ALLOWED. NO "EQUIVALENT"
NOTE: SUBSTITUTIONS WILL BE MADE, UNLE55 APPROVED IN WRITING B {
1
AW5 DESIGN PRESSURE = ULTIMATE PRE55URE X 0.6 OR DIVIDE WITH 1.6 THE ARCHITECT & APPROVED BY THE OWNER DUE TO THE: LACK OF
OF ORIGINAL, U.O.N. IN THESE DOCUMENTS
- MATERIALS:
AVAILABILITY m
WOOD MEMBERS FOR BEAMS & P05T5: (#2 5YP) 12. EACH CONTRACTOR 15 RESPONSIBLE FOR THE FIRST CLASS °
WOOD MEMBERS FOR STUDS: (#2 5YP OR BETTER) WORKMANSHIP & WILL A55UME ALL RE5PON51BILITY FOR THE CARE p
AM: 1.9E AND PROTECTIONS OF H15 OWN WORK & MATERIAL FRO DAMAGE.
MiGROLL
HE WILL MAKE GOOD ANY DAMAGE TO HI5 OWN OR OTHER*�
CONCRETE.
WO RK CAUSED BY HIMSELF OR WORKMAN EMPLOYED BY HIM. j[7Dt'C"lc 1 '
ALL CONCRETE TO BE DESIGNED A5 PER ACI 318 LATEST EDITION.
'
FOOTING5: 3000si
4 p A H CONTRACTOR NIL ABIDE BY LOCAL AREA STANDARDS &
SLAB ON GRADE: 3000psi 13 E G
RELATED 05HA 5TANDARD5 FOR THE SAFETY OF THEIR°t-
ALL OTHERS: 3000psi EMPLOYEES ON SITE. TH15 ARCHITECT AND HI5 PROFE55IONAL t� �" - � kSPLICES IN REINFORCING INHERE PERMITTED WN R '" 2. /
CONSULTANTS WILL BE HELD HARMLESS BY THE O E GG AND
CONCRETE: 50 BAR DIAMETERRELATED AWARDED TRADES, ON TH15 PROJECT FOR ACCIDENTS OR
MASONRY: 48 BAR DIAMETER to -
INJURIES CAUSED OR ACCRUED ON TH15 PROPERTY DURING [� ,�,. �,
R ,;��+
UNLE55 SHOWN ON THESE DRAWINGS, MIN. CONCRETE FOR REINFORCING CONSTRUCTION PHA5E5 OF TH15 PROJECT.VO
CAST AGAINST EARTH: 3"
SLAB ON GRADE: CENTERED 14. SHOULD FIRE ALARM & SPRINKLER DRANING5 BEGOM'E A i3.9/
EXPOSED TO EARTH OR WEATHER -
THE RESPONSIBILITY OF THE ' '/ ~ v'
#b THRU #11 BARS: 2" REQUIREMENT, IT WILL BE
5UB-CONTRACTOR AND TO BE SUBMITTED AS 5EPERATE 'PERMIT
#5 BARS & SMALLER: 1-1/2"
SECURELY IN P051TION WITH STANDARD ISSUE.
ALL REINFORCING SHALL BE HELD
ACCESSORIES IN ACCORDANCE WITH AGI 315 DURING PLACEMENT OF CONCRETE. 1�j
TIMBER:
E
ALL 1NOOD FRAMING SHALL
B FABRICATED AND INSTALLED AS PER RITC & Jk
TPI & NATIONAL DESIGN SPECIFICATION FOR WOOD CONS
PROVIDE TEMPORARY TOP CHORD BRACING UNTIL ROOF SHEATHING 15 IN PLACE.
EMBERS WOOD
M EXPOSED TO WEATHER SHALL BE PRE55URE TREATED. 119 , ,�} I
*1.
400
�,is
PRE-ENCWTU55 PLAT INSTITUTE 140 vi VS 'z'*OOD TRUSSES SHALL COMPLY WITH TR
U55
DRAWINGS SHALL BE �5 ,p t;
STANDARD WITH PROPER DEAD', LIVE AND WIND L
SIGNED AND SEALED BY PROFE55IONAL ENGINEER REGI5TERED IN THE 4 ...
I.
STATE OF FLORIDA. ,
140
PROVIDE HURRICANE CLIPS AT BOTH EN05 OF EACH RAFTER & TRU55.
•�•.�{
THE NUMBER AND SIZE OF NAILS CONNECTING TO WOOD MEMBERS SHALL NOT BE
LE55 THAN TH05E SPECIFIED IN FBG 2010 TABLE 2304.9.1 FASTENING
.vrt�
SCHEDULE. 40
,ren '• �►-
WIND-BORNE DEBRIS REGIONS:
L� ^3kE+C mess •r hafe tme s c wird1?q .
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.
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Y41NDO BORNE MAP
i
FL. #4630 DE5I6NER, EXPRE55LY RESERVES HI5 COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWING5 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM ORINER WHAT
(�GOPYRIGHT 2015 GERARD VERMEY ARCHITECT,
50 EVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE A5516NED TO ANY PARTY Y41THOUT FIRST OBTAINING SAID WRITTEN CONSENT. - -
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II
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GIIrT Dtrl
2x10 Hip
Simpson H2.5As
�`@ Ea. Rafter/Hip
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Nindow Schedule - 80" Header Height
Description:
5ym.:
Hdr.:
King/Grip.:
Header, See Schedule
Studs 016" O.C.
-
-I
VII'
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2050 Single Hung Nindow
!
J
-
II
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2
2 -
1
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�. 7 7 r�
`' N ,�Scale - 1/411 = 1'
Existing p
L5TA24 Rafter to
Rafter Over Ridge Collar Distance @ 1/3 Min, or 2/3
Maximum of total Rafter Rise
Fasten Collar to Rafter Collar Tie to Match
w/ Min (q) #9x3° Screws Rafter Size
GIIrT Dtrl
2x10 Hip
Simpson H2.5As
�`@ Ea. Rafter/Hip
2x8 Rafters @ 24" O.G.
Nindow Schedule - 80" Header Height
Description:
5ym.:
Hdr.:
King/Grip.:
Header, See Schedule
Studs 016" O.C.
^M
Suggested 30# Felt over Zip System Sheathing
2050 Single Hung Nindow
!
1
1
1
3050 Single Hung Nindow
2
2 -
1
- --
Door Schedule
Description: 5ym.: Hdr.: King/Grip.:
i
Kings, See Schedule
6068 Exterior Hinged Glass Door
A
3
3
3068 Interior Pocket Door
B
Existing
Existing
being expanded, Dowel Pins are to be installed
per the
Roof Trusses _
R-30 Insulation
le
2.48 - 72 -.use (2) King/ (2) Cripple
"
6068 Bi -Fold Door
G
Existing
Existing
3068 Exterior Hinged Door
I
3. 60" - 64" - Use (2) 2x8
4. 84" - 106" - Use (2) 2x10 Garged Headers
1
1
5.108" + - Use (3) King/ (4) Cripple
Architectural Shingle Roof to Match Existing
®
a
le e a
Header, See Schedule
Studs 016" O.C.
^M
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Vi
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w/ 8d Ring Shank nails (See Roof Sheathing Notes:
CSYP #2)
L
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i
Kings, See Schedule
King/Cripple Stud Schedule:
Header Schedule:
**Note: In all areas where Existing-Footin S/
g
labs are
-
1. 0 - 4a" - Use (2) King/ (2) Cripple
9 pP
1. o - 36" - Use (2) 2x4 Ganged Headers
being expanded, Dowel Pins are to be installed
per the
Roof Trusses _
R-30 Insulation
le
2.48 - 72 -.use (2) King/ (2) Cripple
"
. 3 " - 0" - Use 2 2x6 Gan eJ Headers
2 6 b O g
Gangel Headers
Dowel Detail.
Deta Dowels are to be. Epoxy. set if i
stalled in
_
Simpson H2,5A Ea. Truss
3. l2 - 96 - Use (2) King/ (3) Cripple
4. 96" - 108" - Use (3) King/ (3) Cripple
9
3. 60" - 64" - Use (2) 2x8
4. 84" - 106" - Use (2) 2x10 Garged Headers
y e St ng cured concrete.**
an existing
5.108" + - Use (3) King/ (4) Cripple
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v
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N
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hSTA24 0 Ea. Plate to Cripple
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Ln0
_-_- —_ R-13 Insulation
New Stucco to Match Existing, Over Moisture N
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@ b" O.C. Edges & 6" O.G. on Field ::F 3/8" Threaded Rod 0 48" O.C.
v
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6" From Sidin
to Finish Grac e
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Header, See Schedule
m
Header, See Schedule
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HTT4 0 Ea. King Stud:
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---- P.T. Base Plate
(i 1--: _ _ See Footer Details:
IiIII-ill III P .A1o2 TvDical Door Framing
_- 9
Wil is
Scale - No Scale T�/� a Window Fra m nd
Wall Section Detail Scale - No Scale
C
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000PYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DE5I6NER, EXPRE55LY RE5ERVE5 HI5 COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THE5E PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER HAT
50 EVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN CON5ENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE A551GNED TO ANY PARTY YVITHOUT FIR5T OBTAINING 5AID WRITTEN CON5ENT.
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4".Gone. Slab
C(2) #5 Cont. 1N/ 30" Lap
1'
Monolithic f=ooting a@ Addition $
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scale - 1/2" =_ 1'
4x4 PT Post
ABU Post Base
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2' \ (3) #5 Ea.1Nay
Pier f=ooting @ Addition � 1
Scale - 1/2" = 1'
Min. (2) #5 w1 12" Embed
for l=ooter Continuation
Footing & Slab Dowel Detail
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Existing Construction New Construction Exst. Construction
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North Elevation
Scale - 1/4" = 1'
Existing Construction New Construction
ELECTRICAL LEGEND
SYMBOL
DESGRIPTION
=y
Ceiling fan w/ Lights
1EVentilation
Fans: Ceiling Mounted
09
Ceiling Mounted Light fixtures: Surface/Pendant,
Recessed
Wall Mounted Light Fixtures: Wall Sconce
0
Fluorescent Light Fixture
(P
240Y Receptacle
^ GFCfi-T.�
I) (1 D
(51`61(I
110V Receptacles: Duplex, (51`611"f
$ T$ 3$
Switches: Single Pole, Door, 3 -Way
(� SD
Smoke Detectors: Ceiling Mounted, Wall Mounted
EP
200A Electrical Breaker Panel
East Elevation
5cal e - 1/411 = 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)
100% of all fixed light fixtures inside and 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
-AIT 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)
COPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRE55LY RESERVES 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 EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID NRITTE14 CONSENT.
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ROOF At55EMBLIE5:
51LL5 ON CONCRETE:
m
ROOF A55EMBLIF-5 SHALL BE IN ACCORDANCE WITH FBG.
TH15 SYSTEM U5E5 A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNE
ATION THROUGH
FOO'TING5 AND FOUNDAT'ION5;
THE DOUBLE TOP PLATE. THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FI
4AL TIGHTENING
FOOTING5 AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBG AND A5 NOTED IN THESE PLANS.
AFTER THE ROOF SYSTEM IS INSTALLED TO ENSURE THE CONNECTION 15 FREE AND
CLEAR OF GAPS.
TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FOLLOWING LOCATIONS:
50IL50.
WW
SPACED @ 6' O.G. AT THE EXTERIOR ALL BILL PLATE HERE THE THRU-BOLTS
AGING 15 GREATER THAN 6'
C.
M
o
MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 2500 PSI
AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT 15 MORE THAN 12
FROM THE END OF THE PLATE.
i
€iUB5URFACE 501L CONDITIONS WERE NOT AVAILABLE AT THE TIME OF TH15 DESIGN. THE OWNER SHALL PROVIDE TO
ACNHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL BILL PLATES
4-
j
t�
THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN AID REPORT SHALL
BILLS ON CONCRETE SHALL BE PRESSURE TREATED (PT) 5YP #2.
z
BE FOLLOWED UNLE55 MORE STRINGENT DE 16N 15 SPECIFIED WITHIN THESE PLANS.
THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, GOHE5IVE 501LD5 OR ANY OTHER
HEADER5/ JACK 5TU05:
DELETRIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DEN5ITY FOR DEPTH OF
REFER TO THESE PLANS FOR HEADER AND JACK STUD REQUIREMENTS.
2-0" BELOW THE BOTTOM OF THE FOOTING
o
ROOF AND CEILING FRAMING:
J
!�
CONCRETE
A
ALL CONVENTIONAL FRAMING SHALL BE 5YP #2. REFER TO TRUSS
2�ONGRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC.
SHOP DRAWINGS FOR TRU55 DETAILS. PROVIDE 1x4 PULIN
SLAB & DRIVE 3000 PSI W/ FI13ER
BRACING ABOVE THE BOTTOM CHORD OF ROOF TRU55E5 AT THE SPACING
INDICATED IN THE SHOP DRAWIN65. FASTEN W/ (2) 6D NAILS AT EACH
STEEL REINFORCEMENT:
TRUSS. PROVIDE SOLID BLOCKING AT ROOF SHEATHING JOINTS IN THE
STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBG, AGI 318 AND A5 NOTED IN THESE PLANS.
FIRST TWO RAFTERS OR TRU55 SPACES FRAM THE GABLE ENDS.
ATTACH EACH RAFTER TO PLATE WITH H -2.5-A, ATTACH EACH RAFTER AT
CONCRETE COVER SHALL BE IN ACCORDANCE WITH RBC AND AS FOLLOW5:
RIDGE WITH LSTA-36 24 10d NAILS.
3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.
2" FOR CONCRETE NOT EXP05ED TO WEATHER OR IN CONTACT WITH GROUND
ROOF 5HEATHING AND DIAtPHRAM ATTACHMENT:
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", WHIGEVER IS GREATER
USE 1/16" ZIP SYSTEM 5HEATHING FASTENED W/ W NAILS
CORNER REINFORCEMENT SHALL BE LAPPED 30".
6" O.G. EDGES, 6" O.G. INTERMEDIATE. BLOCK ALL EDGES.
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS
OF AGI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN P051TION WITH STANDARD ACCESSORIES
GENERAL NOTES
DURING PLACING OF CONCRETE. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS:
MASONRY: 4b BAR DIA. CONCRETE: 40 BAR DIA.
1. CODES USED: 2011 FLORIDA BUILDING CODE 51XTH EDITION, ACI, NDS, APA
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING
AND
DETAILS.
A5CE-1-10. ALL LATEST EDITIONS USED.
5LA 13 ON GRADE:
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER
UNLE55 NOTED OTEHRWI5E ON THE PLANS, SLAB THICKNESS IS 4". BLAB SHALL BE POURED OVER A 6
THE WORK.
MIL. VAPOR BARRIER AND THE 501L SHALL BE TREATED WITH TERMITE P015ON PRIOR TO POURING.
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB
6X6 W1.4 x W1.4 WWF TO BE PLACED IN THE CENTER OF THE BLAB. WWF SHALL BE LAPPED a"
51TE PRIOR TO COMMENCING CONSTRUCTION.
THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWF. MINIMUM FIBER LENGTH = 1/2".
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE A55UMED TO BE
TYPICAL DETAILS FOR TH15 JOB ONLY. DETAILS SHALL GOVERN
THREADED ROD;
CONSTRUCTION FOR THIS JOB UNLE55 OTHERWI5E NOTED ON THE PLANS.
5. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL
TH15 SYSTEM USES A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION TO THE DOUBLE TOP PLATE.
PLANS FOR ALL DIMENSIONS IF DIMENSIONS CANNOT BE DETERMINED FROM
3/5" ROD @ 4'=0" O.G. TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FOLLOWING LOCATIONS:
THE ARCHITECTURAL PLANS, CONTACT THE ARCHITECT OF RECORD.
5PACED @ 6' O.G. AT THE EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT SPACING IS GREATER THAN 6' O.G.
6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF TH15
1" FH
AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT 15 MORE THAN 12" FROM THE END OF THE PLATE.
DESIGN. IT 15 RECOMMENDED THAT THE OWNER PROVIDE TO THE CONTRACTOR
ANCHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL BILL PLATES
A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN
THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING AFTER THE ROOF SYSTEM 15 INSTALLED.
SAID REPORT SHALL BE FOLLOWED UNLE55 MORE STRINGENT DESIGN IS
Stucco 5lding
VERTICAL FRAMING:
SPECIFIED WITHIN THESE PLANS
Itch Existing
SHE,hR YV�A1.L5
WW
USE 2x4 STUD5 FOR ALL EXTERIOR ALL5 AND 2x4 STUDS FOR ALL INTERIOR ALL5, UNLESS RW
SS NOTED OTHEI5E IN
THESE PLANS
CONSTRUCT AS SHOWN ON FLOOR PLAN
'T POSt�S�
SPACE STUDS @ 16" O.C. MINIMUM AT ALL EXTERIOR WALLS, INTERIOR BEARING WALLS AND INTERIOR SHEAR WALLS
SW -1 - ALL EXTERIOR WALLS, NAIL 6" O.G. FIELD & EDGE.
SPACE STUDS @ 24" O.G. MINIMUM AT ALL INTERIOR NON-BEARING WALLS
FASTEN 1/16" OSB W/ bd NAIL b" O.C. FIELD & EDGE.
USE 5PF #2 (OR BETTER) FOR ALL WALLS
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.
Y4OOD:
WOOD FRAMING SHALL BE iN ACCORDANCE WITH FBG, EXCEPT AS NOTED IN THESE PLANS
FA5TENING5:
THE "FASTENING SCHEDULE" IN FBG SHALL BE USED UNLE55 OTHERINI5E IN THESE PLANS.
THE DOUBLE TOP PLATE SHALL HAVE A 4' LAP AND SHALL BE FACE -NAILED WITH (8) 12D SINKERS.
*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 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
-AIT 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)
COPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRE55LY RESERVES 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 EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID NRITTE14 CONSENT.
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000 0
OFt\PEOG • •
6
fc AGE
UNDER
LAYMEN
T
PLACE SHINGLES
3/8"OVER EAVE &
RAKEEDGES TO PROVIDE
ALONG RAKES, DRIPEDGE
CEMENTSHINGLES TO
UNDERLAYMENT& EACH
OTHER INA 4" WIDTHO
ASPHALT PLASTIC
ROOFCEMENT
NOW
CORREOEDINGM�T�p
TRUXXP FROM
ENDOF FIRST
SHINGLE
TRIM TABS FROM
ALLSTARTE
COURSESHINGLES
STARTER COURSE
PLACE SHINGLES
CLOSETOGETHER BUT D
NOTCROWD
ALONG RAKES,
CEMENTSHINGLES TO
UNDERLAYMENT& EACH
OTHER INA 4" WIDTHO
ASPHALT PLASTIC
ROOFCEMENT
NOW
CORRODINGMT PLACE SHINGLES
EAVE DRIP 3/8"OVER EAVE &
RAKEEDGES TO PROVIDE
DRIPEDGE
FIRST COURSE
11-112"to 12-1/2" 16 11-1/2" to 12-1/2"
to 1-1/2" 1"to 1-1/2
INSTALL' SHINGLES
VERFLANGE @ HEAD
OPT. PROVIDE LEAD FIBERGLASSSHINGLEROOFING
VENTBOOT WITH INTEGRA FELTOVER 7/16 O 7/16"" OSB
OVER #
.FLANGE
VENT STACK, SEE OVERPRE-EN WD TRUS S
PLU MBI NG FOR��Sp III�ZIIEppNN
PREFORMEDLppLEXIBLE
BDOTFLASHING W/ INTEGRAL
FLANGESET IN PLASTIC ROO
CEMENT
INSTALL FLANGE
OVERSHINGLE @ BAS FIBERGLASS
SHINGLEROOFING OVER 15#
FELTOVER 7/16" OSB
OVERPRE-ENG WD TRUSSES
24" WIDE METAL
VALLEYFLASHING OVER 15#
FELT
111121
NOTES:
1. INSTALL IN STRICT ACCORDANCE
WITHMANUFACTURERS WRITTEN INSTRUCTIONS
2. APPLY ROOFING CEMENT OR SELF-
ADHERINGFLASHING OVER FLANGE AT HEAD
11
VENT STACK FLASHING DETAIL VALLEY FLASHING DETAIL
N.T.S. N.T.S.
Is
STUCCO/CV
SECTION A
FINISHASSEMBLY
LAP BARRIER LIVER-_
INSTALL4 WIDESELF.
NAILINGFLANC�I:.
FLASHING AT HEAD
VINYL DRII"/WEEP SCREED
BEHIND MOUNTING
5"x5" Mi ITAL FLASHING
0
11ti
FLANGE.
KICK-OUTFLASHING
7til
SEAL THE WINDOW FRAME TO
INSTALL 4"WIDESELF-
(SEEDETAIL)
OPENING. APPLY A. 3/8" NOM.
MECHANICALLY
Z
ADHERINGMEMBRAN
(INTERIOR) OF THE WINDOW
s
FLANGE, IN LINE WITH ANY
XTEND KICK -OUT
PRE -PUNCHED HOLES OR SLOTS.
FLASHINGOVERNAILIN
2"BEYOND FASCIA`�\��
FLASHING
-
®JAMB FLASHING
EALANT BEAD BETWEEN
FLASHING AND MOUNTING
'o
FELT UNDERLAYMENT
FLANGES AT THE TOP (HEAD) AND
SHINGLE ROOFINb
FLASHING
SIDES (JAMBS) OF WINDOW. EXTEND
MTL DRIP EDGE
SEALANT AT JAMBS 8 1/2' ABOVE
FASCIA
HEAD FLASHING BEYOND
THE R.O. AT HEAD. EMBED JAMB
REQUIRED BYFLASHING
KICKOUTFLASHING AT
FASTEN IN PLACE. (FLASHING
BOTTOM OFROOF & WALL
WATERT
GOES OVER SEALANT).
IGHTSE
WALL/KICKOUT FLASHING DETAIL
AL
N.T.S.
-
YNINDOYN INSTALLATION (METHOD A-1)
WEATHER RESITIVE BARRIER (WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION.
FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE.
SCOPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DE5I6NER, EXPRE55LY RE5ERVE5 HI5 COPYRIGHT AND OTHER PROPERTY RIGHT IN THE5E PLAN5. THESE PLAN5 AND DRAININ65 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT
50 EVER KTHOUT FIRST OBTAINING THE EXPRE55 WRITTEN LON5ENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE A5516NED TO ANY PARTY WITHOUT FIR5T OBTAINING 5AID WRITTEN CON5ENT.
SHEATHINGOVE
APPLY 318"
BAC
I OPNOM,CONTINUOUS BEAD
UOFSEALANT AT JAMBS &
NCOW NAILING -
S OROSLOT
STEP 4
TEMPORARILY FOLD -UP
&SECUR _
WEATHERBAR SER (O
III
:K FLAPUNDER)@HEADr it k"
FOLD WEATHER BARRIE
SECTION A
m
THROUGH WINDOW JAMB
INSTALL4 WIDESELF.
SEALANT BEAD
FLASHING AT HEAD
INAT JAMBS AND SIL
BEHIND MOUNTING
EXTENDS BEYOND
0
11ti
FLANGE.
JAMB FLASHING.
1
SEAL THE WINDOW FRAME TO
INSTALL 4"WIDESELF-
/�
OPENING. APPLY A. 3/8" NOM.
MECHANICALLY
DIA. TO THE BACKSIDE
ADHERINGMEMBRAN
(INTERIOR) OF THE WINDOW
EMBED BOTTOM OF THE
FLANGE, IN LINE WITH ANY
-
PRE -PUNCHED HOLES OR SLOTS.
FLASHINGOVERNAILIN
x
FLASHING
-
®JAMB FLASHING
EALANT BEAD BETWEEN
FLASHING AND MOUNTING
APPLY CONT. SEAL TO THE MOUNTING
FLANGE.
FLANGES AT THE TOP (HEAD) AND
NAILS STAPLES I
FLASHING
SIDES (JAMBS) OF WINDOW. EXTEND
OVER SEALANT). EXTEND
SEALANT AT JAMBS 8 1/2' ABOVE
SEE DOOR DETAIL
HEAD FLASHING BEYOND
THE R.O. AT HEAD. EMBED JAMB
REQUIRED BYFLASHING
FLASHING INTO SEALANT AND
FASTEN IN PLACE. (FLASHING
FASTEN IN PLACE.
MANUFACTURER
GOES OVER SEALANT).
A
°
EXTEND JAMB FLASHING
-
-
ECURE WRB
AT HEAD
SCOPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DE5I6NER, EXPRE55LY RE5ERVE5 HI5 COPYRIGHT AND OTHER PROPERTY RIGHT IN THE5E PLAN5. THESE PLAN5 AND DRAININ65 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT
50 EVER KTHOUT FIRST OBTAINING THE EXPRE55 WRITTEN LON5ENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE A5516NED TO ANY PARTY WITHOUT FIR5T OBTAINING 5AID WRITTEN CON5ENT.
SHEATHINGOVE
APPLY 318"
BAC
I OPNOM,CONTINUOUS BEAD
UOFSEALANT AT JAMBS &
NCOW NAILING -
S OROSLOT
STEP 4
TEMPORARILY FOLD -UP
&SECUR _
WEATHERBAR SER (O
III
:K FLAPUNDER)@HEADr it k"
FOLD WEATHER BARRIE
FOLD WEATHER
m
COMPOSITE, RTOR OTHER DECAY
INSTALL4 WIDESELF.
�
FLASHING AT HEAD
INAT JAMBS AND SIL
C
EXTENDS BEYOND
0
11ti
q3j
JAMB FLASHING.
1
�
INSTALL 4"WIDESELF-
/�
°
MECHANICALLY
`(/HEAD FLASHING
ADHERINGMEMBRAN
EXTEND SELF-
EMBED BOTTOM OF THE
-
-
HEAD FLASHING AGAINST
FLASHINGOVERNAILIN
x
THE PREVIOUSLY APPLIED
FLASHING 1" MINIJAMB.
EALANT
SEALANT (FLASHING GOES
NAILS STAPLES I
FLASHING
OVER SEALANT). EXTEND
SEE DOOR DETAIL
HEAD FLASHING BEYOND
EXTEND SELF-
REQUIRED BYFLASHING
EACH JAMB FLASHING.
-
FASTEN IN PLACE.
MANUFACTURER
® JAMB FLASHING
A
°
EXTEND JAMB FLASHING
-
-
TOOVERLAPSILL
INTERIOR VIEW
FLASHING. EXTEND
TOP LEFT CORNER WINDOW
]AMB FLASHING 8 1/2"
OF
ABOVE ROUGH
TOINSIDE OF R.O.
OPENING AT HEAD.
J
TUCK TOP OF
SEALANT
JAMB FLASHING
STEP 2
UNDER THE FLAP
INSTALL WINDO
INSTALL4'WIDESELF-
OF WRB AT THE
PLUMB,LEVEL & SQUAR
�a
HEAD. SEE DIAGRAM.
AMINIMUM 12' UP
NOTE
PERMANUFACTURERS
�
SILL FLASHING
FLASHINGOVERNAILING
SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE,
-
JAMS TO FORMA
®.
PLUMB, AND LEVEL CONDITION. USE CORROSION
RESISTANT FASTENERS.. FASTEN WINDOWS PER
EXTEND
®
WINDOW MANUFACTURER SPECIFICATIONS.
BOT
eACKDAM SEAL BALANCE
EA
MEMBRANEFLASHIN
OEATHER RESISTANT
BARRIER (WRB)
MIN. 1"BELOWSILL
AT A 45 DEGREE ANGLE CAREFULLY CUT THE
ORLOWMEXPANDINGLANT
FLEXIBLE FLASHING
BARRIER ON A DIAGONAL. GENTLY RAISE THE -
STEP 5
TOP EDGE OF THE BARRIER UP AND TAPE THE
STEP 6
TOP CORNERS AND CENTER TO THE EXTERIOR
FOAM(PROMDE BACKER
WRB SURFACE ABOVE.
NOTE:
-
NO W.R.B. REQUIRED @ C.M.U. EXTERIOR
RODWHERE REQUIRED)
- EXCEPTSELF-ADHERING
SCOPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DE5I6NER, EXPRE55LY RE5ERVE5 HI5 COPYRIGHT AND OTHER PROPERTY RIGHT IN THE5E PLAN5. THESE PLAN5 AND DRAININ65 ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT
50 EVER KTHOUT FIRST OBTAINING THE EXPRE55 WRITTEN LON5ENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE A5516NED TO ANY PARTY WITHOUT FIR5T OBTAINING 5AID WRITTEN CON5ENT.
SHEATHINGOVE
APPLY 318"
BAC
I OPNOM,CONTINUOUS BEAD
UOFSEALANT AT JAMBS &
NCOW NAILING -
S OROSLOT
STEP 4
TEMPORARILY FOLD -UP
&SECUR _
WEATHERBAR SER (O
III
:K FLAPUNDER)@HEADr it k"
FOLD WEATHER BARRIE
FOLD WEATHER
m
COMPOSITE, RTOR OTHER DECAY
INSTALL4 WIDESELF.
�
BARRIERDOWN&TAP
INAT JAMBS AND SIL
C
EFLASHINGM
0
DIAGONALCU
q3j
1L
1
114"
INSTALL 4"WIDESELF-
HEADOFWIONDOW
°
MECHANICALLY
ADHERINGMEMBRAN
EXTEND SELF-
-
EASTENFANNED EDGE{CAP,
FLASHINGOVERNAILIN
x
FLASHING 1" MINIJAMB.
FLANGE @HEAD
NAILS STAPLES I
FLASHING
SEE DOOR DETAIL
EXTEND SELF-
REQUIRED BYFLASHING
MANUFACTURER
. ADHERINGMEMBRAN
°
-
INSTALLS"WIDESELF-
ADHERINrC�y��
FLEXIBLEMEMBRAN2�
FLASHING @SILL
TOINSIDE OF R.O.
EXTEND FLASHINC��
J
UPJAMBS B" MI
STEP 2
STEP
INSTALL WINDO
INSTALL4'WIDESELF-
3
PLUMB,LEVEL & SQUAR
�a
ADHERINGMEMBRAN
AMINIMUM 12' UP
NOTE
PERMANUFACTURERS
�
�
FLASHINGOVERNAILING
WRITTENINSTRUCTIONS.
JAMS TO FORMA
FLANGE(@JAMBS
1. WINDOW INSTALLATION
EXTEND
BOT
eACKDAM SEAL BALANCE
EA
MEMBRANEFLASHIN
&FLASHING DETAILS
MIN. 1"BELOWSILL
ORLOWMEXPANDINGLANT
FLEXIBLE FLASHING
WITH
ARTM2112
STEP 5
STEP 6
FOAM(PROMDE BACKER
ASTM2112METHOD A-1
ETHOD
FORFINISH/TRIM DETAIL
STEP 4 STEP 5
DOOR FLASHING INSTALLATION DETAILS '
N.T.S.
V J
M
I
1
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• onna,
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—LL.
FOLD WEATHER
m
COMPOSITE, RTOR OTHER DECAY
INSTALL4 WIDESELF.
�
BARRIERDOWN&TAP
ADHERING
C
EFLASHINGM
0
DIAGONALCU
OVERLAPPINGDOOR FRAME
1L
1
114"
INSTALL 4"WIDESELF-
HEADOFWIONDOW
°
ADHERINGMEMBRAN
EXTEND SELF-
-
ADHERINGMEMBRAN
FLASHINGOVERNAILIN
x
FLASHING 1" MINIJAMB.
FLANGE @HEAD
FLASHING
SEE DOOR DETAIL
EXTEND SELF-
. ADHERINGMEMBRAN
°
-
z
SEAL WINDOW FRAME
FLASHING 1"MIN. BEYON
TOINSIDE OF R.O.
JAM13FLASHING
J
WITHSEALANT AT SILLAND
0
3
�a
AMINIMUM 12' UP
NOTE
f
�
�
JAMS TO FORMA
1. WINDOW INSTALLATION
BOT
eACKDAM SEAL BALANCE
EA
&FLASHING DETAILS
ORLOWMEXPANDINGLANT
WITH
ARTM2112
FOAM(PROMDE BACKER
ASTM2112METHOD A-1
ETHOD
RODWHERE REQUIRED)
- EXCEPTSELF-ADHERING
-
MEMBRANEFLASHINGS ARE
USED.
2. IT IS THE
INSTALLATIONCONTRACTOR
-
SRESPONSIBILITY TO
VERIFYTHE COMPATIBILITY
OF ALLPRODUCTS
INCLUDINGWEATHER
BARRIER, SEALANT&SELF-
ADHERING
INTERIOR
VIEW
FLASHINGMATERIALS USED
DURINGCONSTRUCTION.
STEP 7.
STEP /
STEP r.
STEP 8
t7 �7
STEP 9
3. INSTALL ALL MATERIALS
PERMANUFACTURERS.
WRITTENSPECIFICATIONS.
WARNING:.
SEALANT/FLASHINGS
MAYREACT ADVERSELY IF
-
NOTCOMPATISLE..
WINDOW FLASHING INSTALLATION DETAILS
N.T.S.
FORFINISH/TRIM DETAIL
STEP 4 STEP 5
DOOR FLASHING INSTALLATION DETAILS '
N.T.S.
V J
M
I
1
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• onna,
V
—LL.
BOTTOMI/4th OF JAMBS SHALL BE
m
COMPOSITE, RTOR OTHER DECAY
INSTALL4 WIDESELF.
�
. K
ADHERING
C
EFLASHINGM
0
OVERLAPPINGDOOR FRAME
1L
1
114"
°
EXTEND SELF-
-
ADHERINGMEMBRAN
X
x
FLASHING 1" MINIJAMB.
FLASHING
SEE DOOR DETAIL
FORFINISH/TRIM DETAIL
STEP 4 STEP 5
DOOR FLASHING INSTALLATION DETAILS '
N.T.S.
V J
M
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1
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• onna,
V
—LL.
m
I
�
. K
N
C
m
0
1L
1
•L
°
LL_
N
X
x
LuW
°
z
°
J
0
3
�a
f
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�
m
I
AOzz
. K
�0,
0
1