HomeMy WebLinkAbout4-22-20 plan review sheets' ARCHITECT
PRODUCT REVIEW
PRODUCT
OPENING
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLA55
ATTACHMENT METHOD
DESIGN
DESIGN
TYPE
PRESSURES
PRESSURES
(WORST CASE)
SUDING GIA55
20NE4-07.6
-100
PGTINDUSTRIES
5570/2770
NOR#
IMPACT
Y."ULTRACONS@21.6"MAX. O.C., 6"ON CORNERS,
DOOR
ZONE 5 -53.6
17-0420.06
1-3/8"MIN. EMBEDMENTAND 1" DISTANCE TO EDGE
HORIZONTAL
ZONE4-07.6
-110
PGT INDUSTRIES
HR-5510
NOR#
IMPACT
3/16" ULTRACON @ 19" MAX. O.C. B" MAX. FROM
SLIDER
ZONE 5-53.6
17-0411.08
CORNERS, 4" FROM WEEPHOLES, 6" MAX. FROM
BOTTOM, 1-3/8"MIN. EMBEDMENTAND 1"MIN. EDGE
DISTANCE
CASEMENT
ZONE4-07.6
-66.4
PGTINDUSTRIES
SERIE55540
NOR#
IMPACT
3/16"ULTRACONS@17"MA%. O.C., WITH 1-3/8"MIN.
WINDOW
ZONES-53.6
17-0614.16
EMBEDMENTAND I"DISTANCE TO EDGE
PICTURE
ZONE 4-47,6
-110
PFT INDUSTIRES
PW 5520
NOR#
IMPACT
3/16" ULTRACONS @ 15" MAX. O.C.,6" ON CORNERS
WINDOW
ZONES-53.6
19.1126.10
WITH 1.3/8"MIN. EMBEDMENT AND I"DISTANCE TO
EDGE
MULLBARS �
20NE4-07.6
-130
PGT INDUSTRIES
CLIPPED
NOR#
IMPACT
Y."TAPCONS@8"O.C., WITH 1-3/4"MIN.
ZONES-53.6
EXTRUDED
17-0630.01
EMBEDMENT AND I"DISTANCE TO EDGE
MuwoN
GARAGE DOOR
-09.1
-02
CLOPAY
MODEL9203 WB
fl#
IMPACT
S/16" X 3-5/8" JAG SCREWS @ 14" MAX. O.C.
16107.43
GARAGE DOOR
-09.1
-42
CLOPAY
MODEL76 W6
FL#
IMPACT
5/16" X 1-5/8" LAG SCREWS @ 14" MAX. O.C.
16546.E
DOOR
ZONE4-47.6
-61-50
TNERMA TRU
FIBER CLASSIC
fW
IMPACT
Y."TAPCONS@19.5"MAX. O.C., 6"ON CORNERS,
SMOOTH STAR
20468.H
1-1/4" MIN. EMBEDMENT,'/," MIN.CLEARANCE TO
MASORY EDGE, 4" MIN. CLEARANCETO ADJACENT
ANCHOR WITH 4" & 8" CENTER CLUSTERS
ROOFING
ZONE 1-36.1
-102.7
METAL SALES
26 GA.IMAGE ii
FL#
N/A
#10.12 PANCAKE HEAD SCREWS @ 12" MAX. O.C.
ZONEZ-51.5
�
MANUFACNRING
PANEL
11560.5
20NE 3 -77.3
ROOFING
ZONE 1-36.1
-I50
TRI BUILLT ROOF
UNDERLAYMENT
FL#
N/A
SELF -ADHERED
ZONE 2 -51.5
UNDERLAYMENTS
36048.1
ZONE 3 -77.3
u nvule.A I e uun nevmw Hrvu HrrnuvH� run we ur rnwuu � us I eu rDR T HIS S I RUCTURE. THE ACCEPTANCE Of THESE PRODUCTS AND METHODS Of
ATTACHMEMARE 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 FORTHESE PRODUCTS.
3o;�r
Z 2'-D •� Z, o r
DET�CK�� G �� � � Look-_.. �' 1m../�t�,
'/a"
NOTE5:
DRYWALL SHALL CONFORM WITH SECTION R702.3.I OF THE FLORIDA BUII,DING
RESIDENTIAL CODE.
CERAMIC TILE IN T'IIB /SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION
R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE.
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT
GREATER THAN 200 AND ASMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450.
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT
PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450.
FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE TITAN 75 AND
SMOKE -DEVELOPED INDEX OF NOT MORE'ITiAN 450.
TABLE R301.2(i)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND
SNOW
WIND DESIGN -
Spaed" TnpoOraphlo
SEISMIC
DESIGN
SUDJGCT TO DAMAGE FROM
WINTEFl
OC-SIGN
ICE eARR1eR
UNDERLAYMENT
PLOOD
AIR
FREEZING
MEAN
ANNUAL
Y
Frost Ilno
LOAb
(mph) stlnmsk (NAj-CATEGORYI
Wetttherin-'
tlaplh°
Tetmhe°
TEMP'
REQUIRED"_
HAZARDS°
INDEX'
TEMPI
NA
Sec Plg. R301.2(4)
NA
Negligible
NA
Very
NA
NA
NA
H6avy_
Certification for Desistn Load Compliance
T. DESIGN CODE: Florida_.FfID6N1iRtID6N1iRt-code2017Editionw/20_supplementsusingASCE7-10
2. Structure Design is: � Enclosed _Partially Enclosed _Open Building
3. Risk Category: _I -�II _ 111 _IV Exposure Category: _B JG C �D AdJustment coefficient I r � I
4. besign Wlnd Velocity 7A0 mph �ASD LRFD End Zone Width _ft.
5. Mean Roof Haight: zp ft. Roof Pitch: CO :12 Parapet,�ft. I
6. Components'& Cladding�Dgesign Pressure used: (PSF, based on Actual sq. 8. @ 3� 'MRH (worst case)
Zone t:-z" Zone 2r CxJ. Zone 3: RI_�Zone 4: �� Zone 5:- 5j�'Garage: Qr� , i
7. Design Loads: Floor: ? 5 PSF RooflDead: � PSF Roof/Live Z+� PSF Balcony: ____p5F
Dock: -PSF Deck: _PSF Stairs: _PSF Fence: _ PSF Raiiing: ^PSF
8. Were Shear Walis Considered for Structure? Yes _Not Applicable Explain Why Nol:
9. Is a Continuous Load Peth provided? � Yes _Not applicable Explain Why Not:
10. Minimum soil bearing pressure 2000 P.S.F. -
STRUCTURAL NOTES:
t.
STRUCTURAL LUMBER 70 BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE'.
2.
CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE• SLAGS AND
FOOTINGS TO 2500 P,S.I. MIN.
3.
REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30° MIN. LAP.
4.
CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3'
BEAMS i-112'
COLUMNS 1-1/2'
5.
FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM Of 95
MODIFIED PROCTOR DENSITY.
6.
ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE PLORIDA BUILDING CODE
7.
DOOR API INDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FDR WIND FORCES PER THE
FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
a.
PRECAST/PRESTRESSEb CONCRETE LINTELS TO HAVE B' MINIMUM BEARING. SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION.
9.
MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2.6 A OF TMS 602lACI 530.0/ASCE6
10.
FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT RCVIEW AFFIDAVIT.
11.
ALL LUMBER IN CONTACT WITH CONCRETE SHALL 8E PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA
BUILDING CODE.
'NOTE:
ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL PIAVE A MINIMUM
Z•MAX COATING OR GETTER.
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SQUARE FOOTAGE
LIVING 2032 S:P.
PORCH 454 S.F.
GARAGE 431 S.F.
TOTAL 291� S.F.
DETACHED GARAGE 450 S.F.
Archit¢ctonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 777460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 201 T
PROJECT
STEFANAKIS
RESIDENCE
ST. LUCIE COUNTY, FLORAQA
CLIENT
CONSULTANTS
REGISTRATION-
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MICHAEL J�SEAL, AIA '
AR96898
REVISIONS
NO.
DATE
REVISION
1
�c I LL �
!'-GUI9EJP
KEY PLAN
SHEET TITLE /SHEET NUMBER
o�
PROJECT NUMBER t�, ��OZ.-Z,.,
DATE 1 l
�?� l `� 3%T�o�2o
Try"° �' N[:crL tl
et
�E%i:�7�
�-II . IXI ��."Il��l-I' i'`II�^`�%� `�" (�LI/i�..�GC''
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>w R L.`C Woo:l7 w� 0 d 7,.7 a.l Lea
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� C.r�I�1��0I-G l-1/�dL� � IhI10.G
IIK� I/21 6`I�I�t.�l� tn� Z 1-gIIU,�,.
V6�-� I�. ���Dzo W.% 12'- I�cG
.1?OoF . ST�'.0 GTLI ��, �
PR`twl>r �--
4 Ta? P�aTr-_
4 STCiDS � Z7y'OrC7
�- BOTTOM PLATE
IaS 5i:t.>xcTc.D
4T1/J(c (1=C.n o fC
�Y�IC�� INT'�-�.ro�.,. _v�tA�� s,.c� lor`1
e� S
P, s7 �t<ee11� C..-
(2 u P1�t=o � �
Z"� L.�
SILL
ru tcks�Y-
r'eh' °� rl L �
P t1 L'oE'_eC�'
C LS i`'P=-
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FLAJCv� {�qti 5 KA�c.. S� S" uP e$S
WAt.-c_ � L4P � o��>i- C u2g�
�u/ '/Z'x5'/i' �sDH�.C>
o
Plt Z1CGn j33LlCK• 1+-'� 311�XZ'!Z-'
TaPco!-ems @ (zore, SrA�cze•�
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ktnsHti�-S
0
0
GA•�AG�yQaZ �u�� �c.-r;�..IL..
N1rs
NOTE:
STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHEp TO HORIZONTAL FRAMING AS PER ASTM
C-1083: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS.
ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE BD
COMMON OR ROOFING NAILS HAVING AMIN. 1-314" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR
STAPLES Wf A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD
FRAMING MEMBERS %" MIN. _ _ _
�/
� � IX��T�� LG?'�'H!a`C1.�cc�
W ODO QLKING
pP� DM 4LK a PRC -[AST L/N7'EL
k/1 11F5 6AfL EACH
_ �.-- 12'x l 2" 0U< cDL v114 rF 5
_ _ 8 x 12� TFNLK. LDGk
_ �W/2FT5 P,A2
_ -
a GRAQE: � 1I I I �. e GDNL 9LK SiEMWALL
W/ I#5 CSAR IN FILL4 D
.III -_II�GEU. @ 4'.0° a.c
•� � _ " cL[AN.IPMPAcTED
-=-IIIII � TRC/iTED FILL
� .� .
---�_` I6 X2.�{15PR�D FTG
u113R-5 6A!!S (ArJt".
C�c76�C�-1 �?�'C'_`�"'IOtJ
r!147
MCA'-'PY�C� ytEF*r•,j S'1@.`,;/�l- �oG� Ir �Ce
CAUL kl �
STLtcC,o
W 1 rJ Q� u`d
htAT=_� P�oot; I!JCo
G COroCk.Et'E SEALS-p-
8EFa1=�- �. /.F=T��
�ll�-lam I7.�S��.ACG�-'C•IOrJ
C�'"Y�". nP AZL. �- SI�C�,�
PF-�. � P�� � io�.LF
TABLE R402.1.21NSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
LIN7ELSCNEDULE
MANUFACTURER:
FAST-CRETE
UNTEL
NO.
LENGTH
SAFE
GRAVFTY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPUED
UPLIFT
LOAD
COMPOSITE
BEAM
L1
2'10"
8974d
7034p
8F24/1T-38
L2
3'•6"
8974d
0lo 5i:
5591p
%§"
8F24/1T-16
L3
4'-0"
8975p
4853p
SF241T•IB
L4
4'•6"
8672p
tOCc51�
4292p
^It7
8f24/IT-38
LS
5'-4"
7342d
3607p
Bf24/1T•18
L6
5'10"
6036d
3295q
eF24/3T-SB
L7
6'•6"
8360d
2959d
BF14/ST•18
LB
T•6"
S661p
10Q5'F1=
2571p
925�
eF24/17.18
L9
9'-0"
3486d
S 7 k-
1811p
TiSL>:.`
eF24/1T-16
L10
10'-6"
2781d
51 �
SOSSp
•3TZ ti
eF24/1T•38
L11
11'-0"
2423d
1272p
HF24/1T•SB
L12
12'-0"
2193q
1151q
8F24/lT•1B
L13
13'-0"
1838p
517 iF
962p
3SZ'tp
BF24/3T•18
L14
14'-0"
1697d
887d
8F24/ST-18
L15
14'-8"
2295p
823p
8F24/1T-18
L36
15'-0"
2058d
767d
8F24/3T-18
117
17'-0"
1609d
T Sx
637p
352 ke
eF24/1T-SB
L18
19'-0"
1282d
546d
8F24/1T-38
L19
21'-0"
1114d
51'%�i
480q
'y5'Li-`
ef24/ST-16
L20
22'-0"
1097d
461d
8F24/IT-10
L21
24'-0"
884d
416N
eF24/1T-1B
RECESSED LINTELS
MANUFACTURER:
CAST-CRETE
UNTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVIN
LOAD
SAFE
UPUfT
LOAD
APPUED
UPUfT
LOAD
COMPOSITE
OEAM
RL•1
4'-0"
SO60q
4409d
8F22/1T•18
RL-2
q'•6"
e060p
4224p
BF22/1T-10
RL•3
5'•8"
BO60d
3277p
HF22/1T•1B
RL-0
5'-10"
8060d
3176p
8F22/1T•18
RL•5
6'-8"
7915d
l'"'i7�
2758p
39z�-
BF22/1T•16
RL•6
T-6"
5743q
2442d
eF22/1T•18
RL•7
9'•8"
3129d
1893p
8F22/1T-18
NOTES; ALL LOADS ARE IN POUNDS PER LINEAL FOOT,
APPLIED LOADS SNOW WORST CASE FOR LINTEL SIZE.
SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
DRYWALL AND FURRING ATTACHMENT
I': T. 1 X 2 FURRING @ 16" O.C. FASTENED WITI-I 1 '/:" CASE I tARD NAtI,S @ 8" O.C.
'/:" DRYWALL FASTENED TO PURRING WITH i V8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND ]2" O.C. FIELD.
5/8" DRYWALL FASTENED TO FURRING WITH ] l/8" DRYWALL SCREWS @ 8" O.C.
DOOR AND W NDOW BUCK FASTENING PERIMETER AND I2 O C. FIELD.
__ _ _.
X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH TFIE DOORS
AND WINDOWS FASTENED WITH TAPCON5 PER PRODUCT REVIEW AFFIDAVIT WITH A
BEYONDITHE INTIERIOREFACE OF TOE FRAME(PER P017 FLOR DA BUILD NG CODE W 7H
AMENDMENTS.
OPTIONAL
2 X BUCKS SHALL BE ATTACHED WITH %" X 3.1/4" TAPCONS AT 12" O.C. WITH DOORS
AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW
AFFIDAVIT WITH A MINIMUM PENETRATION OF 1.1/4" INTO BUCK, BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF FRAME PER ZD17 FLORIDA BUILDING CODE WITH
AMENDMENTS.
CLIMATE
_-
FENESTRATION
SKYLIGH'!"
GLAZED
CEILING
W000
MASS
BgSEMENT'
SLAB"
CRAWL
ZONE
LAFgCTORh
U:FACTOft
FENESTRATION
R-VALUE
FRAME WgLL
WgLL
FLOOR
WgLL
R•VALUE
SPACE°
-
b
SHGC •"
R-VALUE
R•VgLUEI
R•VgLUE
WALL
R-VALUE
BOFFIN
1
NR
0.75
0.25
70
IJ
7!q
R-VALUE
2
Od0
0.65
O.T.5
3tl
17
q.'6
13
17
D
0
0
0
0.35
055
O.T.S
70
20 or 13♦5�'
W17
70
_
U
0
z P
qo col
5/17'
0
5!13
M1lSnne
0.75
055
Oq0
q0
2007 IU+5'
5713
19
IOrl3
10.2n
10117
5 ➢ntl
Mmineq
0,32
U 55
NR
49
20 or 17' 5"
13rt7
JUa
15!19
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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
Sl"EFAf\IAKIS
REST®ENCE
ST. LUCIE COUNTY, FLORIDA ..
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