HomeMy WebLinkAboutRevisions OFFICE USE ONLY:
DATE FILED: VG PERMIT# 1705- Yj
REVISION FEE: a' RECEIPT#
r M� .
PLANNING&DEVEL RV C S .. _
BUILDING&CODE G ! r
2300 VHtGINIA AVE
FORT PIERCE,FL 34982-5652
(772)462-1553 FAX(772)462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. S: SITE
ADDRE /O'( 24A" f'r// Ag.
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
v
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: ST;LUCIE COUNTY CERT.#:
BUSINESS NAME: G,
QUALIFIERS NAME-
ADDRESS:
CITY: STATE: - ZIP:
PHONE(DAYTIME): FAX:
4. OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE: FAX:
5. ARCHITECT/ENGINEER INFORMATION: �
NAME: flAclWr-TalYia
TOIC
ADDRESS: A4
CITY: STATE: M" ���a 1 "� a �,' I •
PHONE(DAYTIM ):
F
Revised 07/22/2014
{ �� X16,: � '-::, a.• i� `� 1 � �
FLE CTY
OFFICE USE ONLY: /�+
DATE FILED: �' PERMIT#
REVISION FEE: • 100 RECEIPT#
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE immmum w " 10N
FORT PIERCE,FL 34982-5652
` (772)462-1553 FAX(772)462-15 R I=V
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/STTE��� �� r � �iryy
��, 1
ADDRESS: /
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS: /
V4 T12
C G' l OD
4
O
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: 41— ST.LUCIE COUNTY CERT..#:
BUSINESS NAME: YNACAWG,
QUALIFIERSNAME.•
ADDRESS:
CITY: •STATE: ZIP:
PHONE(DAYT E): FAX:
4. OWNER/BUILDER INFORMATION:
NAME: C9G Ci
oq
ADDRESS: —�
CITY: STATE: IP;_� 'A
PHONE: FAX: .
5. ARCHITECT/ENGINEER INFORMATION: `•+ { l',
NAME:
ADDRESS:
CITY: STATE:
_ �'
Ed
a
PHONE(DAYTIME)"
Revised 07/22/2014
RECEIVED
�7 0 �
1.. DMSGN iQCO)DE IToIttIia� nt� is Using ASCE 7-10
2. SMictre Design s: 2C Endlosed _�Eno�����
e D
3RISkCatiagory TV_ e CategorrX a
_
4. Design wind Veiodt 140 Jnptl ASD L.RFD &W zone Width
5. Mean Roof Helght:1' ft. Roof Pilch: G :12 Parapet -ft. �
6. Comporterlts�& Cladd n Pre re Used: (PS,�F�. based on a sq. ft 3%MIRt�{
Zone 1 o Zale 2 Zone 3.-10 Zone ¢47J Zone 5: 5T 4 Garage door.+z�3
--ySF
7. Deslgn Loads: FI4a 1S SSE Roof)Dead: !1 -PSE Roof {lureP as
pow �PSF Deck: PSF Stairs: PSE FelKe: PSF Railing:
No
S. were Shear wa[is Considered for Structure? i�Yes t1t�PHtabie EXPlairl Why t
9. IS A Cordintlous Load Patl1 provided? Y�Yes -- Nat applkable Explain wfiy Not
M Deign SDs Searing Pre�ure:2t�,a SSE
Soll b_oring7e1t_ Fed �- yea ..,,_W(Cased upon section 1803.2 ameption)
Donor rrr oxvrcw
PRODUCE
OPENING DESIGN
PRODUCE
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
80I6-0026
D0164106
PRESSURES
DESIGN
(1) HETA 20
(IL)HETA 20
1810#
1810111,
9-10d x 1-1/2
9-304x1-1/2
TYPE
2 BRG
1 BRG
HANGERBY
552#
(WORSTCA5E)
PRESSURES
9-10d x1
3 DRU
EACH
1 BRG
HANGERBY
716#
422#
TRUSSCOMPANY
(1) HETA 20
(1) HETA 20
WINDOW
ZONES -57.5
-60
MI WINDOWS AND
185 SH
FL#
IMPACT
3/16 TAPCONS @ 16- MAX. O.C-, 6" MAX IN CORNERS
E05-EO7
DOORS
291#
17499.2
1810#
WITH MIN. 1-1/4- MIN. EMBEDMENT, 2-1/2- MIN. EDGE
FOSG•F0-
3 BRG
268#
(1) HETA 20
1810#
9.104 x 1-1/2
DISTANCE
DOOR
ZONE 4 -47.5
-55
THERMA TRU
SERIES O
FL#
N/A
Y.- ITW X 2-1/2- @ 14" MAX O.G, & 6" TYP FROM EACH
1810#
1000#
1( 101)
14-101)
HIP JACKS
1 BRG
FIBERGLASS
15225-68M
1610#
CORNER: WITH 1-1/4" MINIMUM EMBEDMENT& 1 -1/2 -
2 BRG
HARED PER
TRUSS COMPANY
VALUY TRUSSES
MINIMUM EDGE CLEARANCE
DOUBLE
ZONE 4-47.5
-50
THERMATRU
OPAQUE
FL#
IMPACT
W TAPCONS @ IV MAX. O.C. WITH 1-1/4" MIN.
DOOR
FIBERGLASS
15037.2
EMBEDMENT AND 2" MIN. CLEARANCE TO MASONRY
DOOR
EDGE AND 4" MIN. CLEARANCE TO ADJACENT ANCHOR
GARAGE
-24.3
-30
DAB DOOR COMP.
MODEL 824/811
NOA#
N/A
3/8" DIA HLCSLEEVE BY HILTI @ 8" MAX O.C. ,1-1/4" IN.
DOOR
STEEL SECTIONAL
2"317.03
EMBEDMENT, 1-5/8" EDGE TO DISTANCE
DBL FRENCH
ZONE 4-47.5
-65
THERMA TRU
PREMIUM SERIES
FL#
IMPACT
114- ELCO ULTRACON @ 14" MAX O.C. WITH 1-1/4"
DOOR
15225.4
MINIMUM EMBEDMENT & 2-112" EDGE DISTANCE
DOOR
ZONE 4-47.5
-50
MIWINDOWSAND
SERIES 620 SGO
FL#
IMPACT
Y."TAPCONS@19" MAX O.C. WITH 1-1/4- MIN. EMBEDME
DOORS
16133.1
AND 2-112' EDGE DISTANCE
WINDOWS
ZONE 4-47.9
-55
MI WINDOWS AND
185 PW
FL#
IMPACT
3116" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE
RS
15349.115
1-1 4" MIN- EMBEDMENT @ 4" MAX. O.C. AND 2-1 2MIN.
�Y
ElY'iE E i
ROOFING
45
TRINITY
UNDERLAYMENT
Ft#
N/A
BORA TILE SEAL, SELF -ADHERED, AND BACK -NAILED
14317.1
WITHIN THE SELVEDGE -EDGE SIDE LAPS USING 12 GA/X 1-
114- RING SHANK NAILS THROUGH PRIMED 32 GA 1-5/8"
DI-MTER CAPS SPACED, "O.C. It
5 Y
FL#
N/A
- -1/Y" H WASHER HEA W 26 "
ZONE 2 -53.9
FABRICATORS, LLC
17022.1
WITH 3/16" MINIMUM FASTENER PENETRATION THRU
BOTTOM OF SUPPORT
ZONE 3-101A
I
THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE. Ur PKUDUC 15 US I to run I Hn M Huu uxt. I Ht A�Ler IAmCE ur ntot
PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S
CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS.
CONNECTOR SCHEDULE
TRUSS ID BEARING TRUSS ACSIMPSON (pNNECTOR(
TRUSS INFORMAL ION I AKtry rxuM rviArvurAa.wrtc ..�. �•�••�--•-- --- -
DATED 1/30/17. ALL LOADS REPRESENT WORST CAS LOADING FORGROUPED CATEGORIES SEE MANUFACTURER'S
TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT.
NQ
DRYWALL. SHALL CONPORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING
RESMENTIAL CODE.
WALT. AND CEILING FROWS SHALL HAVL1 A FLAW SPREAD CLASSIFICATION OF NOT
GREATER THAN 200 AND A SMOKE DEVELOPED INDEX OF N -OT -13 EATER THAN 454.
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT :FLUX NOT LESS THAN 0.12 WATT
PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WVH AN
ACCOWANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 430.
TABLE 14201.2(1)
w uu.n ncarnu rtRITORl4
GROUND
SNOW
OAO
POINT(S)
EACH
1 BRG
2 BRG
UPLIFT{6ROUPED,
WORST CASE)
411#
255#
HANGER BY
00NNECTORIS{
(I)HEF20
(1)HETA 20
-TRUSS COMPANY
S)
UPLIFT DESIGN
1810#
18108
FASTENERS
9.10d x 1-1/2
9-304x1-1/2
AOSG-AO3
A04
80I6-0026
D0164106
EACH
1 BRG
1810#
714#
(1) HETA 20
(IL)HETA 20
1810#
1810111,
9-10d x 1-1/2
9-304x1-1/2
D07-DIO
2 BRG
1 BRG
HANGERBY
552#
TRUSSCOMPANY
1 (I)META 20
3610#
9-10d x1
3 DRU
EACH
1 BRG
HANGERBY
716#
422#
TRUSSCOMPANY
(1) HETA 20
(1) HETA 20
1816#
1810#
9.10d x 1-1l2
9-104 x E
DSS-D14G
EOIG•EO4
2 BRG
HANGERBY
TRU55 COMPANY
E05-EO7
EACH
291#
(1) HET- ZO
1810#
9-IOd x 1-1/2
FOSG•F0-
3 BRG
268#
(1) HETA 20
1810#
9.104 x 1-1/2
2 BRG
305#
(1)MTS 16
1000#
14-104
KING LACK
1 BRG
2 8116
743#
591#
(1)HETA 20
(S)MM 16
1810#
1000#
1( 101)
14-101)
HIP JACKS
1 BRG
357#
(1)1JETA 2O
1610#
10-301)
2 BRG
HARED PER
TRUSS COMPANY
VALUY TRUSSES
48"O.0
672#
(1)MTS 16 3000# 1410D
no x Hanan Tal KC FNf,INFFRING
TRUSS INFORMAL ION I AKtry rxuM rviArvurAa.wrtc ..�. �•�••�--•-- --- -
DATED 1/30/17. ALL LOADS REPRESENT WORST CAS LOADING FORGROUPED CATEGORIES SEE MANUFACTURER'S
TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT.
NQ
DRYWALL. SHALL CONPORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING
RESMENTIAL CODE.
WALT. AND CEILING FROWS SHALL HAVL1 A FLAW SPREAD CLASSIFICATION OF NOT
GREATER THAN 200 AND A SMOKE DEVELOPED INDEX OF N -OT -13 EATER THAN 454.
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT :FLUX NOT LESS THAN 0.12 WATT
PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WVH AN
ACCOWANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 430.
TABLE 14201.2(1)
w uu.n ncarnu rtRITORl4
GROUND
SNOW
OAO
WIND DESIGN-
- ^^
speed° Top44rephto
m h Nhatek N
SBt6I N
DESIGN
CATBGO�iy
-� 9UBJ60770 pAMAGE
Front Zine
W-estherinp" degth"
FROM WINTEi9
DRSiOI
TYm11te° TEMP'
106 BARRIER
UNOS,RLAYtA6NT
REQ.!AEO"
MR
FLED FA8621ND
'NA2AROSp INCA
Rux
ANNUAL
TBMW
NA
Sao 4°ip.R301.20)
NA
NngifyJbin NA
vNA
Heav
72 3/4" X 18"
NA
.
NA
WINDOW AND DOOR
ROUGH OPENINGS
WINDOW
ROUGH OPENING
SH 1/2 35
271/2" X 631/4"
SH 23
38" X 38 5/8"
SH 25
38" X 631/4"
DBL SH 25
75" X 631/4"
SH 34
541/8" X S0 7/8"
TRANSOM
72 3/4" X 18"
DOORS
ROUGH OPENING
T 8' X 6 8 �_
35 5/8" X 82"
DOOR 6'U' x 6'8" (PR 3° 6x)
761/2" X 82"
FRONT DOOR
68 5/8" X 83"
fi /A
ARCHITECT
Architectonic In
-
806
�?�n-_ DELAWARE AVENUE
FO
- FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
® • _ _ - __ s t WWW.ARCHITECTONICINC.COM
ILIa( STATE REG # AA26003348
_
to wf''i?�r VF:I2T I!J
COPYRIGHT 2017
I PROJECT
_I 4`L&
BLUE DIAMO
= P2 390$ fr vCE.
I
-.,L >a►T 4/2/2
I+re°8 255, Fie�stQ �� (2)25'S,19f Eca€ss GLANCY
y
'0 -- V • o • a - "'ji0 • i • '•
RESIDENCE
(I I 11=t?"-._.._..- �``L L u- - -I8-`- -0. -1-Ie n `9
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�{qa,a1 ipr•->- f#
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BUILDERS
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REGISTRATION
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T"-T61 T REVISION
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SLFz 2 4. J ST. LUCIE COUNTY EUILDLYG DIVISION
"E a REVIEWED FOR CO N
REVIEWED BY
DATE
L Ei PLANS ANDR T MUST BE KEPT ON JOB
N OR NO INSPECTIO` WILL BE EIADE,
I
I
I
KEY PLAN
j 8r • i (( " THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS CONCEALED FSTcNEnSORATIACH?�EPtiS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO ARE THE RESPONSIBILITY OF THE
COMPLY WITH ALL APPLICAIJLK 00021 . CONTRACTOR OF RECORD
L Z IIMt Or L -Z
y y.,
21'- 42
r
I.AVtNCn�CO�,F' SHEET TITLE/ SHEET NUMBER
2Y arras
FLo 0let- �c A. t�
�Q R.CN ZOO Sytc,
5.
LA
PROJECT I NUMBER DATE ) i !)( 7-19117
Teq% I'Fem 1T-
PRODUCT
1. DESIGN CODE: TTawTda EGS"UAL Dole 20 " w/20_ using ASCE 7-14
PRODUCT
2.Styr Wm Design is: A Endosed _____ Partially Enamel ____ open Building3.
MODEL#
Risk Category: ____d: )LU M ._IV Expm" Category X B C_ D
Zane V 'dKA-1-ft-
PRESSURES
4. Design Wind ty 140 � Veb - ASO LRF End
3/16 TAPCONS @ 16" MAX. O.C., 2" MAX IN CORNERS
5, Mean Roof Height 14 ft. Roof Pith: G :12 Parapet - ft, l M wasrase)
6. Cornponte(tt �& C#addR� Preur�t>seci: {PSF4 bayed oR Auaa 4 zi:8'
' door:-�
(1)HETA 20
TRUSSCOMPANY
(ll HETA 2D
(1) HETA 20
TRUSSCOMPANY
Zone 1:- eJ Zone 2: 7. Zone 3: -Lo . Zane 4�a� Zone 5: sr.+Garage
�
PRESSURES
7. Design Loads: Flow. Roof/Dead: �� Roof /Live _.d �
EDGE DISTANCE
_J5 JPSF
Deck: ____pSF Deck: PSF Stairs: PSE Fence: - PSF Ra2�nS- PSE
Were Shear Walls Considered far Struct(rre? Yes ___Not applicable Explays Wily Act:
ZONE 4-47.9
S.
9. Is A ContinlMs Load Path provided? 56 Yes -Not apo"ble Explain Why Not
MIWINDOWSAND
10. Design Soil Bearing Pressure:20 4 PSF
EMBEDMENT, 2" MIN. CLEARANCE TO MASORY EDGE AND
Sog boring Test re4tdred X- Yes HD (based upon sem 1803.2 exception)
EACH
- - - PRODUCT REVIEW
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL#
FASTENERS
9.104 x 1.1/2
PRESSURES
DESIGN
3/16 TAPCONS @ 16" MAX. O.C., 2" MAX IN CORNERS
17499.1
(1)HETA 20
TRUSSCOMPANY
(ll HETA 2D
(1) HETA 20
TRUSSCOMPANY
(WORSTCASE)
PRESSURES
Bol G-0O2G
EDGE DISTANCE
WINDOW
ZONE 4-47.9
+60
MIWINDOWSAND
185 SH
EMBEDMENT, 2" MIN. CLEARANCE TO MASORY EDGE AND
011.014G
EACH
DOORS
FL#
DOOR W/
ZONE 4-47.9
-50
THERMATRU
SMOOTH STAR
SIDELITES
1810#
4" MIN. CLEARANCE TO ADJACENT ANCHOR, V MIN.
FIBERGLASS
DOOR W/
ZONE 4-47.9
-50
THERMA TRU
OPAQUE
SIDELITES
2" MIN. CLEARANCE TO MASORY EDGE AND a MIN.
(1) HETA 20
1810#
FIBERGLASS
DOOR
ZONE 4-47.9
-80
THERMA TRU
SMOOTH STAR
GARAGE
-24.3
+27/-30
DAB DOOR COMP.
MODELS24/811
DOOR
LAG
FL#
WA
STEELSECTIONAL
ROOFING
ZONE 1-38.2
-101
EXTREME METAL
5 V CRIMP
BOTTOM OF SUPPORT
ZONE 2-53.9
N/A
FABRICATORS, LLC
14317.7
1 BRG
ZONE 3 -101.4
(1)HETA 20
1810#
1/4" RING SHANK NAILS THROUGH PRIMED 32 GA/ 1.5/8"
ROOFING
ZONE 1-38.2
-105
BORAL ROOFING
BORAL ROOF
3/16"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A
ZONE 2 -53.9
48" O.C.
1-1/4" MIN. EMBEDMENT @74" MAX. O.C. AND 2-1/Z"
WMTS 16
1000# 14100
on To, <c [NGINLFII INC.
ZONE 3 -101.4
FL#
IMPACT
Y." TAPCON WITH 1-1/4" MIN. EMBEDMENTAND 2-1/2-
WIN
ONE 4-47.9
-55
MI WINDOWS AND
185 PW
THE ACCEPTANCE OF THESE
DOORS
MULLION
ZO437.9
-130
MINE WINDOWS AND
CM -18531
DOORS
APPROVAL#
TRUCTURE
GLASS
ATTACHMENT METHOD
-
OONNECTGR(S)
(1)HETA 20
TYPE
FASTENERS
9.104 x 1.1/2
FL#
IMPACT
3/16 TAPCONS @ 16" MAX. O.C., 2" MAX IN CORNERS
17499.1
(1)HETA 20
TRUSSCOMPANY
(ll HETA 2D
(1) HETA 20
TRUSSCOMPANY
WITH AMIN.1-1/4"MIN. EMBEDMENT, -1-1/2" MIN.
9.10d x 1.1/2
9-10d z 1-1/2
9-10d z 3-1%2
Bol G-0O2G
EDGE DISTANCE
FL#
IMPACT
N." TAPCONS @ 19" MAX. O.C. WITH A 1-1/4" MIN.
7347.2
1810#
EMBEDMENT, 2" MIN. CLEARANCE TO MASORY EDGE AND
011.014G
EACH
4" MIN. CLEARANCE TO ADJACENT ANCHOR
FL#
IMPACT
%" TAPCONS @ 13.75" MAX. O.C., WrTH A 1-1/4" MIN.
15037.1
1 BRG
EMBEDMENT, 2" MIN. CLEARANCE TO MASORY EDGE AND
(1) META 20
1810#
4" MIN. CLEARANCE TO ADJACENT ANCHOR, V MIN.
2 BRG
FROM EDGE W/CENTER CLUSTER @ 3" & 7"
FL#
IMPACT
N." TAPCONS@ 13.5" O.C., 1.1/4" MIN. EMBEDMENT,
8871.5
EACH
2" MIN. CLEARANCE TO MASORY EDGE AND a MIN.
(1) HETA 20
1810#
CLEARANCE TO ADJACENT ANCHOR
NOA#
N/A
7/16" PUSHNUT INSTALLED ON ROLLER SHAFT, WITH STEEL
16-0330.03
1810#
TRACK CONNECTED WITH Y-20 SS BOLT& NUT, CONNECrEC
2 BRG
TO STEEL TRACK BRACKETS @ 12" O.C. WITH 5/16" X 1-5/8"
(1) MTS 16
1000#
LAG
FL#
WA
#10 X 1-1/2" HEX WASHER HEAD WOOD SCREW @ 8"O .C.
17022.1
1810#
WITH 3/16" MINIMUM FASTENER PENETRATION THRU
2 BRG
BOTTOM OF SUPPORT
FL#
N/A
BORA TILE SEAL, SELF -ADHERED, AND BACK -NAILED
14317.7
1 BRG
WITHIN THE SELVEDGE -EDGE SIDE LAPS USI NGI2GA/ X1-
(1)HETA 20
1810#
1/4" RING SHANK NAILS THROUGH PRIMED 32 GA/ 1.5/8"
2 BRG
tAMTER TIN CAPS SPACED 12" O.C.
FL# "-^
IMPACT
3/16"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A
15349.5
48" O.C.
1-1/4" MIN. EMBEDMENT @74" MAX. O.C. AND 2-1/Z"
WMTS 16
1000# 14100
on To, <c [NGINLFII INC.
MIN. EDGE DISTANCE
FL#
IMPACT
Y." TAPCON WITH 1-1/4" MIN. EMBEDMENTAND 2-1/2-
15353.8
MIN. EDGE DISTANCE PER CLIP
THE ACCEPTANCE OF THESE
THE SEAL HEREON 15 PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS S -
PRODUCTSANDMETHODSOFATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S
CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS.
T ALWUF/'rnQ Crut:nt 1r F
TRUSS ID
BEARHrG
POINMI
EACH
TRUSS ACTUAL---SIMPSON
UPUFT(GROUPED, -
WORST CASE)
411#
-
OONNECTGR(S)
(1)HETA 20
CONNECrOR(S)
UPLIFT DESIGN
1810#
FASTENERS
9.104 x 1.1/2
A01G-A03
A04
PEBRG
2 ERG
EACH
1 BRG
2 ERG
25S#
HANGER BY
1810#
714#
HANGER BY
(1)HETA 20
TRUSSCOMPANY
(ll HETA 2D
(1) HETA 20
TRUSSCOMPANY
k610#
1810#
1810#
9.10d x 1.1/2
9-10d z 1-1/2
9-10d z 3-1%2
Bol G-0O2G
DO1G-DO6
D07 -DSO
1 BRG
3 BEG
552#
HANGERBY
(1) HETA 20
TRUSS COMPANY
1810#
9.10d x 1-1/2
011.014G
EACH
716#
(1)HETA20
1810#
9-104x1-1/2
EOIG-E04
1 BRG
422#
(1) META 20
1810#
9-10d z 1-1/2
2 BRG
HANGER BY
TRUSS COMPANY
�m
EOS-E07
EACH
291#
(1) HETA 20
1810#
9.10d x 1-1/2
FO1G-F03
1 BRG
268#
(1) HEA 20
1810#
9-10d z 1-1/2
2 BRG
305#
(1) MTS 16
1000#
14104
KING JACK
1 BRG
743#
(I)HETA20
1810#
10.100
2 BRG
591#
(1)MT816
1000#
1410D
HIP JACKS
1 BRG
157#
(1)HETA 20
1810#
10.100
2 BRG
NAILED PER
TRUSS COMPANY
VALLEY TRUSSES
48" O.C.
672#
WMTS 16
1000# 14100
on To, <c [NGINLFII INC.
TRUSS INFORMATION TAKEN FKUM MANUrHu Uncn__-
DATED 1/30/17. ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED (ATEGORIES. SEE MANUFACTURER'S
TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT.
DRYWALL SHALL CONFORM WITH SECTION 8702.3.1 OF THE FLORIDA BUILDING
RESIDENTIAL CODE,
WALL AND CEILING FINISHES SHALL HAVE A BLAME SPREAD CLASSIFICATIONOF NOT
GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 4S
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT !FLUX NOT LESS THAN 0.12 WATT
PER SQUARE CENTIME'T'ER WITH AFLAME SPREAD NOT EXCEEDING 25 WIM AN
ACCOMPANYING SMOMDBVELOPED INDEX NOT EXCEEDING 450.
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SH 23 i
38" X 38 5/8"
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SH 34
541/8" X 50 7/8"
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2'8" X G 8" 35 5/8" X 82"
DOOR 6'0" x 6'8" (PR 3' 6) 761/2"X82"
FRONT DOOR 68 5/8" X 83"
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ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
BLUE DIAMOND
4/2/2
GLANCY
RESIDENCE
CLIENT
HARRY BLUE
BUILDERS
TANTS
t ". J
REVISIONS
KEY PLAN
SHEET TITLE / SHEET NUMBER
t FLo01r.. VC. PO,
PROJECT NUMBE
DATE I% t�
'i114�5 �P2M a C'-
Syr.
TO TA_ L-
2'1-ZA 5F
{
t"!
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
BLUE DIAMOND
4/2/2
GLANCY
RESIDENCE
CLIENT
HARRY BLUE
BUILDERS
TANTS
t ". J
REVISIONS
KEY PLAN
SHEET TITLE / SHEET NUMBER
t FLo01r.. VC. PO,
PROJECT NUMBE
DATE I% t�
'i114�5 �P2M a C'-
Syr.
TO TA_ L-
2'1-ZA 5F
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
BLUE DIAMOND
4/2/2
GLANCY
RESIDENCE
CLIENT
HARRY BLUE
BUILDERS
TANTS
t ". J
REVISIONS
KEY PLAN
SHEET TITLE / SHEET NUMBER
t FLo01r.. VC. PO,
PROJECT NUMBE
DATE I% t�
'i114�5 �P2M a C'-