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General Notes
A. CONCRETE & FOUNDATION DESIGN:
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
PSI MINIMUM.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
MWI UM, 31/2" NOMINAL THICKNESS.
3. FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED
IN LIEU OF WELDED WIRE MESH
4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE
60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL
BE 3000 PSI MIN., 2" MINIMUM. THICKNESS.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 FSF.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150).
AGGREGATES - #6 STONE, ASTM C 33 SIZE NO.67 LESS THAN
3/4".
AIR ENTRAINING +/-1%- ASTM C 260.
WATER REDUCING AGENT - ASTM C 494.
CLEAN POTABLE WATER
OTHER ADMIXTURES SHALL NOT BE PERMITTED.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.
10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1,
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS.
11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPALLING OR OTHER DETERIORATION.
B. MASONRY:
I. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR
2. ALL MORTAR SHALL BE OF TYPE M OR S.
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS F-O" IN
HEIGHT.
C. ALUMINUM:
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
0.024" SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A -
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUAL 2010
PREPARED BY THE ALUMINUM ASSOCIATION,
INC.WASHINGTON D.C. THE 2014 FLORIDA BUILDING CODE 5TH
EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
ALUMINUM).
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
SEPARATION.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER IF
USING #12 SPACING MAY BE 24" ON CENTER
6. VINYUACRYLIC/GLASS PANELS SHALL BE REMOVABLE. THEY
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED.
(ACRYLIC/GLASS WINDBREAKERS INCLUDED)
D. FASTENERS:
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE.
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD.
2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, BILTI, RAWL,
TAPCON,REDHEAD, DYNABOLT, OR APPROVED EQUAL.
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED,
S. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF SX
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.).
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
THE BbLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMER
7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER FASTENERS SHALL BEA MINIMUM OF SAE
GRADE #5 OR BETTER ZINC PLATED.
8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS
G-185.
11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL
BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
UNLESS NOTED OTHERWISE.
E. REFERENCE STANDARDS:
ASTM E 119
ASTM E 1300
ASCE 7 -10
AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A185
FLORIDA BUILDING CODE 2014 (CHAPTERS 16,20 AND 23)
STH EDITION
2010 ALUMINUM DESIGN MANUAL
F. ABBREVIATIONS:
THE FOLLOWING LIST OFABBREVIATIONS IS NOT INTENDED
TO REPRESENTALL THOSE USED ON THESE DRAWINGS, BUT
1. TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
2. TYP--TYPICAL
3. SIM--SIMILAR
4 LON - UNLESS OTHERWISE NOTED
CONT-- CONTINUOUS
S. VIF-- VERIFY IN FIELD
G. RESPONSIBILITY:
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDINANCES, ETC.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
CONDITIONS.
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE
CONTRACTOR
4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
MANUFACTURER
S. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES,
H. MISCELLANEOUS:
1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF
THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
HOME.
2, IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPATHE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FBC STH EDITION
3. R4501.17 IN ITS ENTIRETY,
EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1
SHALL BE VERIFIED BY CONTRACTOR& BUILDING OFFICIAL
4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR
5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BON DING AGENT IS USED FIRST.
5. SCREENING MATERIAL SHALL BE 18X14XO.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S-2.
7. 1"12"1045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED
TO HOST WITH 1/4" DIAMETER 1-3/4' EMBEDMENT & 24" O.C.
MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE WOOD SCREW
WHEN IN WOOD & #10 X 1/2" EMBEDMENT SMS OR TEN SCREWS
IN ALUMINUM MEMBERS TYPICAL.
DESCRIPTION: SUNROOM it OR III WALLS ONLY
DESIGN DATA:
CONUEALK FASTENERS OR
ARE THE RESPONSIBIP OF THE
GON'TRACTOR OF RCORD
IKESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY DC NECESaiRY IN.ORDERTO
COMPLY 6NITH ALL I?PIPPLICAYLI CODES,
1. ULTIMATE DESIGN WIND SPEED VW3, (3 SECOND GUST): 160 MPH
NOMINAL DESIGN WIND SPEED Vasd: 130 MPH
2. RISK CATEGORY 1
3. WIND EXPOSURE B
4. WIND PRESSURES:
SUNROOM/ENCLOSED ROOM -160 OLT ROOF: N/A
WALLS: +30.4/-33.0 PSF @ ZONE 4
WALLS: +30.4/-40.7 PST @ ZONE 5
INTERNAL COEFFICIENT: +/-.18
S. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
OR EQUIVALENT DENSITY SCREEN MESH: N/A
6. FACTOR APPLIED TO SCREEN WIND LOADS FORALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD:
3001b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
8. EXISTING 4" CONCRETE SLAB AND FOOTER W/ WIREMESH (HOUSE FOUNDATION)
SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE: L
10. SOLIOROOFTYPE: N/A
ALUMINUM STRUCTURAL MEMBERS
HOLLOW SECTIONS
2 x 2:------ =-------------------------------- 2" x 2" x 0.046"
3 x 2--------------------------------------3" x 2" x 0.050„
2 x 3------------------------------------2" x Y x 0.-
2 x 3:--------------------------------------2" x 3" x 0.070"
2 x 4---------------------------------------2" x 4" x 0.050„
2 x 5:--------------------------------2„ x 5" x 0.050"
OPEN BACK SECTIONS
1 x 2r-------------------------------------- I" x 2" x 0.040"
1 x 3---------------------------------------1„ x 3" x C.045"
SNAP SECTIONS
2 x 2 Snap:-------------------------2" x 2" x 0.045"
2 x 3 Snap:-------------------------2" x 3"x 0.050"
2 x 4 Snap:------------------------------- 2" x 4" x 0.045"
SELF MATING (SMB
2 x 4 SMB:--------------
2" x 4" x 0.044" x 0.100"
2 x 5 SMB:--------
2" x 5" x 0.050" x 0.118"
2 x 6 SMB:---------------------- 2" x 6" x 0.050" x 0.120"
2 x 7 SMB:-------------- 2" x 7" x 0.057" x 0.120"
2 x 8 SMB: - ------- -------
2" x 8" x 0.072" x 0.224"
2 x 9 SMB:--------------------- 2" x 9" x 0.072" x 0.224"
2 x SO SMB:------ ----------
2" x 10" x 0.092" x 0.374"
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PLANS AND E 1 T MUST BE KEPT ON JOB
011 NO ]INSPECTION WILL BE 4IADE,
RECFE 6VrD
APR 2 0 2017
PERMITTING
St. Lucia County, FL
1 HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10, & FBC 2014
STH EDITION
..........
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ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Mark Ronald Dunn, Jr.
P.E.
FLORIDA LICENSE NUMBER: 73968
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, 0. 33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Email: erb@fbcplans.com
Website:w .fbcplansxom
C.O.A.-#29054
DATE: 03-21-2017
DRAWN BY: DRAYTON
REVISION: DATE:
RO 1
RO 2
RO 3
PROJECT ADDRESS:
THOMAS
80 GOLF DR
PORT SAINT LUCIE, FL 34952
CONTRACTOR:
ARROYO ENTERPRISES, INC.
NOTES
S-1
op
SLIDING WINDDW - FL 15428
SLIDING DOOR - FL 15441
KICK PAN - FL 7561
MULLION - FL 15532
1
ELEVATION
SIDE WALL
NOTE SHALL NOT
BLOCK/EFFECT EGRESS,
PLAN VIEW
�r 9-5
•
•t
' 4_6.. J 4'-BY2 { 4'-6Y2„
IFG-S SPECS TYP.
ApR 2 0 2017
PERMITTING
St. Lucie County, FL
1 H ,K IJT LEKInY IHAII HAVE KEVIEWEV
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10, &FBC 2014
STH EDI'nQN
v 44/�
� O•' Uj �� a t'�
ENGINEER OF RECORD
David W. Smith P.E.
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER. 38654
Mark Ronald Dunn, Jr.
P.E.
FLORIDA LICENSE NUMBER. 73968
Joel Falardeau RE
Erik Stuart P.E.
FLORIDA LICENSE NUME
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zepbyrbills, f133542
Phone;(813)788.5314
Fax: 1-(866)-824-7894
Email: erb@fbcplanscom
Website:w .fbcplans.com
C.OA. - #29054
DATE: 03-26-2017
DRAWN BY: DRAYTON
REVISION: DATE:
R01
RO 2
RO 3
RO 4
PROJECT ADDRESS:
THOMAS
80 GOLF DR
PORT SAINT LUCIE, FL 34952
CONTRACTOR:
ARROYO ENTERPRISES, INC.
ELEVATIONS
S2
File Copy
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
7-7 COMPLIANCE WITH ASCE 7-10, &
/ 1/4"0x 2"-1/2 MASONRY ANCHOR EXISTING MASONRY .p, C a. FBC STH EDITION(2014) RESIDENTIAL&
*",AITo' y EXISTING BUILDING.
IF WOOD SUBSTITUTE IDENTICAL SOLID
WALL GROUTED �� � ry G V _ e
P WOOD SCREW OR LAG 6"FROM OO 000NNECTION R �,.' �,�, u
I. TOP & BOTTOM & @ 24" D.C. D n (9 �yryj�qp p'®Q }� y r'
1"X3"OPEN BACK OR RECEIVING CHANNEL 00 A?� 7 J 24'll m��V ` i °•® °°•°� eAy •"
E/ 1/4"0A21/2
ENSONRYSCREW 3"PROM PER i'ePIT?IisiG a v •:\5
END & @ 24" O.C.
/ 2°X_END BEAM 4. _L Cit; 'v L'L'D?S.'� F; 'T 2[/c �� O,(C Q Ut -..
(SEE SHEET S-2 FOR SIZE) (L ° U AO Z, 6
/ 2"x2"x1/B%BEAM DEPTH" iJ O• �� e LU r
/ RECEIVING CHANNEL ���,``° _
W/(1)1/4"X3"CONCRETE
1'X3"OPEN BACK W • Q °• a
ANCHOR INTOWALL& °• GJ
1"X3"OPENBACK (4)*12 x 3/4"EMS EACH ® 0 °•
SIDE INTO BEAM ✓' /�=r_�U,�®
NOTE: WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAGSCREW
(2)#lOxl-1/2"SMS MIN MA
ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT ( � �AL
OP SONRYANCHOR SCREWS.
THRU SCREW BOSS OF
VIX3"OPEN BALK S2 END BEAM TO HOST STRUCTURE —DETAIL ENGINEER OF RECORD
H1 OPEN BACK TO HOST STRUCTURE DETAIL
scaLE: HISs-s �NT3David W. Smith P.E.
S_3
FLORIDA LICENSE NUMBER: 53608
UPRIGHT 3/E"0 L Thomas L. Hanson P.E.
Sc
rew
crew
SECONDARY ANGLE MIN Column Anchor Concrete
Sc FLORIDA LICENSE NUMBER: 38654
(4)#10 X3/4"EMS 0.125" THICK (NOT Size B Min. Spa WOOD CONCRETE
FASTENING SECONDARY REQUIRED FOR ZX3
ANGLE TO COLUMN MEMBER) 3X32X3 0" 2" SPACING MEMBER
EACH SIDE) 2x4 1 3" (MIN)(TYF) 3/8"0X3"LAGSCREW Mark Ronald Dunn, Jr.
PRIMARY 2"X 2" 2x5 1 3" *EACH
SONRY SCREW IP
X 0.125" ANGLE 2%6 1 4" NCRETE) INTO PRIMARY P.E.
jB)-3/8"OLGNLREFE SCREW I (2)#I0X3/4"SMS FASTEN 2x7 1 5 ANGLE AND @24"O.C.
ANCHOR INTO SECONDARY COLUMN TO PRIMARY ANGLE 2x8 2 IS) -1/4" 0 X 2" LAGWEEN COLUMNS (TYP
FLORIDA LICENSE NUMBER; 73968
ANGLE(TYP EACH. SIDE)(SEE O (TYP EACH SIDE) 2x9 4 SCREW (MASONRY SIDE)
TABLE) O 2X10 2 4.5 SCREW IF CONCRETE) VX 2'X Joel Falardeau P.E.
O 1"X2"BASE MEMBER INTO SECONDARY ANGLE MEMBER BASE(TYP EACH SIDE) (TYP EACH SIDE](SEE MCHSIDETYPANCHOR SPA q TABLEBELOWFOREAcx slDe7 FLORIDA LICENSE NUMBER: 70667
(MIN)(TYP)(S6E TABLE) (1)-3/8"O CONCRETE SCREW QUANTITY)RIMARY 2"X 2"ErLk Stuart P.E.
d ANCHOR INTO PRIMARY SECONDARYANGLE0.125"ANGLEANGLE AND @ 1/4" 0 CONCRETE (MIND.125"THICK)FLORIDA LICENSE NUMBER: 77605
3"(MIN) SCREWANCHOR@ 2)#IOX3/4"SMS
24" O.C. BETWEEN COLUMNS (4)#10X3/4"SMSASTENING COLUMN FBC Plans&En ineerin(TYP EACH SIDE) FASTENING SECONDARYO PRIMARY ANGLEg g
NOTES: ANGLE TOCOLUMN(TYPTYP EACH SIDE) Services, Inc.
1. NUM HER OF ANCHORS"B" IS EACH SIDE I NTO THE SECONDARY ANGLE AND DOES NOT I NCLUDE THE ANCHOR EACH SIDE]oumn
INTO THE IX2. NOTES: 6272 Abbott Station Drive Unit 101
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL HE 2-3/4" AT AT ALL UPRIGHT 1. NUMBER OF LAG SCREWS IS EACH SIDE AND DOES NOT INCLUDE THE LAG SCREW INTO THE Zephyrhills, fl. 33542
LOCATIONS. ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED 1X2. Phone: (813)78B-5314
EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. 2. LAG SCREW DESIGNS ARE BASED ON AN ALLOWABLE WITHDRAWAL LOAD OF 410 LB. AND Fax: 1-(866)-824-7894
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS APPROVED ON THE S-1 NOTES PAGE. AN ALLOWABLE LATERAL LOAD OF 185 LB. FOR WOOD WITH SPECIFIC GRAVITY, G=O.SS. Email: erb@fbcplans.com
4. 2X3 W/IX2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE.
3. ALL LAG SCREWS SHALL BE FULLY INSTALLED INTO WOOD MEMBERS FORTHE ENTIRE Website: www.Pocplans.com
LENGTH OF THE SCREW. C.OA. - #29054
POST OR SMB CONCRETE BASE CONNECTION
(NOTE: CONNECTION SHALL BE USED FORTOP & BOTTOM WHEN APPLICABLE) Gl COLUMN OR POST WOOD BASE OR LEDGER CONNECTION DRAWN BY:
S-3 SfALe. n.Ts. -
G COLUMN OR POST CONCRETE BASE OR LEDGER CONNECTION REVISION: DATE:
$-3 sul.e:N.rs.
RO 1
RO 2
(4)#10x1H'SMSINTD
SCREW BOSSES OPTINAL RO 3
ANGLE CLIPS OR
RE[EIVMG CHANNEL W/
OPTION #1 «lox'/°° sms EA LEc PROJECT ADDRESS:
RECEIVING CHANNEL 060 MIN.
(O SCREW
AWACHEUT02-M CHAIR THOMAS
INTO SCREW BOSSES
RAILW/a10x3/4"SMs3'
FROM ENO &@ 13" O.C.
iit
COMPOSITE MATERIAL 80 GOLF DR
.ArracxED w/a1Gx324°oc PORT SAINT LUCIE, FL 34952
2"X2"OR 2"X3" INTERNAL
MEMBER CE1ViNG COMPOSITE PANEL DEC. CHANNEL#10X3/4" ATTACRRPTOFDUNDATION --
UPWGHTORBEAM W 14'x23/4-TAPCONS OR• MATINGDR &6"FROMENOSLEGNTOGITOR PU4"EA. NICUMINU MATING OR @24 f
ATTMEMBER W/(1] nox CONTRACTOR:
LEG INTO GIRT OR PURLIN- HOLLOW 0.062"ANGLE CLIPSw 2 MEMBE 2/4'@ a10X( /O 3/4"®24°O.F COMPOSITE FANEMSEC NINE •jUPRnUTTORBEAM
3NAPORR
SELF
#12x3/4"SMS EA LEG) • ATTACHEDTO RECEIVING MArmcOn ARROYO ENTERPRISES, INC.
CHANNELw/(1)atnx HOLLOW
3/4" W 24' O.C.
UPRIGHT A BEAM -SNAP
OR SELF MATING OR KICK PLATE ATTACHED ALUMINUM MEMBER . DETAILS
HOLLOW SCALE:
: NTS
H CHAIR RAIL CONNECTION H1 RECEIVING CHANNEL TO COMPOSITE MATERIAL TO UPRIGHT `' J
S_? IELE:N.T.S� S'-4, SCALE: NT$ J ✓�