1648 SEA OATS DR - ENCLOSURE DRAWINGSPERRYE RESIDENCE
1648 SEA OATS DRIVE
ATLANTIC BEACH, FLORIDA
PRE DEVELOPMENT AREAS:
LOT 515 S.F.
IMPERVIOUS INCLUDES:
EXISTING HOME, DRIVE,
VJALKS,PADS. 5,212 S.F.
TOTAL IMPERV "US 5.212 S.F, =."%
= 5,441 cu.
DELTA VOLUME = 5.441 - 5,072_ = 462 cu. ft.
PERRYE RESIDENCE
1648 SEA OATS DRIVE
PROVIDE GUTTER AND DOWNSPOUTS ATLANTIC BEACH, FLORIDA
ON NEW GARAGE WITH PIPING
To NMV DRIVEWAY. CODE REQUIREMENTS
NEW
GRAVELNEW ONE
N 6°14'41" W 85.00'
EQUIPN 6°16'10"W 65.00'(P) STORY GARAGE ' TYF1c 5B OCCUPANCY CLASS: GROUP R-3
--,
PROVIDE GUTTER AND DOt'VNSPOUTS AREA
FLOz'hJP. BUILDING CODE 0th EDITION (201T) RESIDENTIAL
ON NEW POOL ENCLOSURE V'ATH PIPING— " — FLO CA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY
TO RETENTION AREA AND 5 $ R.L. m FLOP IDA BUILDING CODE 6th EDITION (201Tr PLUMBING
TO STREET. I ! _ FI C)7, UA BUILDING CODE Bth EDITION (201 r) MECHANICAL
a 1 FLO ?UA BULD14G CODE 6th EDITION (2017) ENERGY
( * z • ti w
NAT 1•.)N 1 ELECTRICAL CODE (2014)
A u w I F: O• .ILA I'.RE PREVENTION CODE 6th EDITION
o' ro NFFA 101 LEE SAFETY CODE
20' B.R.L. •
I CI RRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION
C" Wtd "C"
1.00 0.44C.2^- CA 1 tXISlINIJ
J
POOL 7 1 Y'l0FRGROUND OR OVERHEAD
OFF CO. (C) = 0.55 NEW I I ' P UT 9. RIES IN VICINITY OF PROPOSED
PERVIOUS
12 in, I ft PAVER I j
TERRACE ! a
Ai.l. BCDROOMS N THIS RESIDENCE
i I I I TC 1 OR EXCEED THE
Em P--NCY ESCAPE AND FIRE
w.
REt RFMENTS BY HAVING .4T
;;f..
I I \ I 1 LI A T ONE WIILJAROPENING PER
11, V CF S.T64UARE FEE? AND
1 j y ; • 1 fv E' TyE SILL REQUkE1nENTS OF
NEW ONE j I �` !, :-. , h _ c5 THAN 44" ABOVE FINISHED
STORY PORCH j \ " I a. i •'.. REFER TO WIN DO41 TAGS
1 I }
ADDITION a CORRESPONDING ROUGH
NEW I j j Ica' cv1NG SCHEDULE -
GRAVEL j j a i y I y
EQUIP vI r 1 r
AREA j NDATION SURVEY SHALL BE
A COPY OF THE
!E; SHALL BE ON THE SITE FOR
as 6 1 i 1 z z T 5.L gULDNG INSPECTORS PRIOR
a °
TO FRAMING INSPECTION OR ALL
n RI Y MARKERS SHALL BE
( j ! j fl EXISTfNG I \F )` �D ANDA STRING STRETCHED
N j I mt 5. I R 4fi MARKER TO MARKER TO
M 1 ONRY
HOMEm 1 1 .'REQUIRED SETBACKS. NO
Cm Wtd "C"g•, M j � ti' j 1 F ~GROUND OR OVERHEAD
co m I I! g FFIE-S IN VICINITY OF PROPOSED
1.00 0.49 rn
0.20
INOFF CO. (C)- 0.59
1.!125.~./ft CCNC.,"R-11F
NEW
( j j`. 1 DRNENAty
EXISTING DRPIEWAY j I i : PERVIOUS PAVER
AND WALKWAYS WALKWAY I
TO BE REMOVED-----l—j-j- I i
PROPOSED STORAGE AREA
EXFILTRAT ION = 10' x 50' = 500 S.F, x 2' DEPTH
1600 CU.FT.x30% = 300 CU. FT. _ —.. _.._..�.. J
.._.._..�.._..�..�::—SS6`16'10"E 85.00'(')
RETENTION = 500 S.F. X 4" DEPTH X.5 = 82 CU. FT. S 6" 10 18" E aS. i S (M)
2 i
TOTAL STORAGE = 382 CU . FT.
I j i
STORM4VATER STORAGE REQUI
EMENTS _
AREA
% IMPERVIOUS RUNOFF VOLUME
DRE DEVELOPMENT RUNOFF VOLUME = 0.55 x 1 i 000
S.F, x 9.3
V = 5,072 Cu. ft.
.f. 49% 5,441 cu - n
POST DEVELOPMENT AREAS`
LOT 11,900 S.F.
369 cu. It.
BUILDINGAREA 3.16B S.F.
382 cu' ft.
DETACHED GARAGE 594 5-F-
DRIVEWAY, POOL TERRACE,
EXISTING FLOOR PIAN
WALKWAY. PADS: 2,055 S.F.
EX2
TOTAL IMPERVIOUS 5.811 S.F. =.49%
= 5,441 cu.
DELTA VOLUME = 5.441 - 5,072_ = 462 cu. ft.
PERRYE RESIDENCE
1648 SEA OATS DRIVE
PROVIDE GUTTER AND DOWNSPOUTS ATLANTIC BEACH, FLORIDA
ON NEW GARAGE WITH PIPING
To NMV DRIVEWAY. CODE REQUIREMENTS
NEW
GRAVELNEW ONE
N 6°14'41" W 85.00'
EQUIPN 6°16'10"W 65.00'(P) STORY GARAGE ' TYF1c 5B OCCUPANCY CLASS: GROUP R-3
--,
PROVIDE GUTTER AND DOt'VNSPOUTS AREA
FLOz'hJP. BUILDING CODE 0th EDITION (201T) RESIDENTIAL
ON NEW POOL ENCLOSURE V'ATH PIPING— " — FLO CA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY
TO RETENTION AREA AND 5 $ R.L. m FLOP IDA BUILDING CODE 6th EDITION (201Tr PLUMBING
TO STREET. I ! _ FI C)7, UA BUILDING CODE Bth EDITION (201 r) MECHANICAL
a 1 FLO ?UA BULD14G CODE 6th EDITION (2017) ENERGY
( * z • ti w
NAT 1•.)N 1 ELECTRICAL CODE (2014)
A u w I F: O• .ILA I'.RE PREVENTION CODE 6th EDITION
o' ro NFFA 101 LEE SAFETY CODE
20' B.R.L. •
I CI RRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION
C" Wtd "C"
1.00 0.44C.2^- CA 1 tXISlINIJ
J
POOL 7 1 Y'l0FRGROUND OR OVERHEAD
OFF CO. (C) = 0.55 NEW I I ' P UT 9. RIES IN VICINITY OF PROPOSED
PERVIOUS
12 in, I ft PAVER I j
TERRACE ! a
Ai.l. BCDROOMS N THIS RESIDENCE
i I I I TC 1 OR EXCEED THE
Em P--NCY ESCAPE AND FIRE
w.
REt RFMENTS BY HAVING .4T
;;f..
I I \ I 1 LI A T ONE WIILJAROPENING PER
11, V CF S.T64UARE FEE? AND
1 j y ; • 1 fv E' TyE SILL REQUkE1nENTS OF
NEW ONE j I �` !, :-. , h _ c5 THAN 44" ABOVE FINISHED
STORY PORCH j \ " I a. i •'.. REFER TO WIN DO41 TAGS
1 I }
ADDITION a CORRESPONDING ROUGH
NEW I j j Ica' cv1NG SCHEDULE -
GRAVEL j j a i y I y
EQUIP vI r 1 r
AREA j NDATION SURVEY SHALL BE
A COPY OF THE
!E; SHALL BE ON THE SITE FOR
as 6 1 i 1 z z T 5.L gULDNG INSPECTORS PRIOR
a °
TO FRAMING INSPECTION OR ALL
n RI Y MARKERS SHALL BE
( j ! j fl EXISTfNG I \F )` �D ANDA STRING STRETCHED
N j I mt 5. I R 4fi MARKER TO MARKER TO
M 1 ONRY
HOMEm 1 1 .'REQUIRED SETBACKS. NO
Cm Wtd "C"g•, M j � ti' j 1 F ~GROUND OR OVERHEAD
co m I I! g FFIE-S IN VICINITY OF PROPOSED
1.00 0.49 rn
0.20
INOFF CO. (C)- 0.59
1.!125.~./ft CCNC.,"R-11F
NEW
( j j`. 1 DRNENAty
EXISTING DRPIEWAY j I i : PERVIOUS PAVER
AND WALKWAYS WALKWAY I
TO BE REMOVED-----l—j-j- I i
PROPOSED STORAGE AREA
EXFILTRAT ION = 10' x 50' = 500 S.F, x 2' DEPTH
1600 CU.FT.x30% = 300 CU. FT. _ —.. _.._..�.. J
.._.._..�.._..�..�::—SS6`16'10"E 85.00'(')
RETENTION = 500 S.F. X 4" DEPTH X.5 = 82 CU. FT. S 6" 10 18" E aS. i S (M)
2 i
TOTAL STORAGE = 382 CU . FT.
I j i
STORM4VATER STORAGE REQUI
EMENTS _
AREA
% IMPERVIOUS RUNOFF VOLUME
PREDEVELOPMENT 11,900
.I. 44 % 5,072 cu. ft.
POST DEVELOPMENT 11;900
.f. 49% 5,441 cu - n
SHEET INDEX
STORAGE VOLUME REQUIRED:
369 cu. It.
STORAGE VOLUME PROVIDED:
382 cu' ft.
I
5 OA R 60 )
I1
II�
r)L 5 ANI 5.k, INC,
SHEET INDEX
SPI
SITE PLAN
EX1
EXISTING FLOOR PIAN
EX2
EXISTING ELEVATIONS
D1
DEMOLITION PLAN
COVERAGEEOF LOT
Al
. PROPOSED FLOOR PLAN
A2
PROPOSED ELEVATIONS
Ernie r cOVEw cam:
A3
ELECTRICAL PLANS
LOi Ail n,S1M sy.
A4 GARAGE PLAN AND ELEVATIONS
L702 SF.
A5
WALL SECTIONS
r�SF•:
f7i NFY.'AY, Y:M K`:IAY$, TFRRiwF. 7.470 $F.
- vAmli - .n INE.
TOTAL mnuZ4WS 5.212 S.F.
OF COVERAGE T]12-11:anl' A4%
vHOHC�- CCA'tH.;L
LOT 1RE1 It,500 SF.
HOA.E S.F.; SA BE SF.
GARAGE:. X94 SF.
DRaE Y: sr.
POOL TERRACE PER, MS
('AVERS l905x5K 403 SF.
FFhwT WALKW4Y: PER\ -V U$
PAt' HS i`A7. '1 45 SF.
POOL MO PUMP AREAS: IGRAVELI 'l S.F.
A'y PFD: t:;ONCRETE) 9 9f.
TITAL l.P+BZ`/tlUS- X 811 S.F.
% OWERAGE = 5,817- 11,1100-- -3M
General Notes
A. CONCRETE & FOUNDATION DESIGN:
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 30 )0
PSI MINIMUM.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 P 11
MINIMUM, 3 1/2" NOMINAL THICKNESS.
3. FIBERMESH (5/4" PER CUBIC YARD NUN.) MEETING
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USE
IN LIEU OF WELDED WIRE MESH
4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERJNNVES
5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRA 3E
60 (60 KSI NUN.) DEFORMED BARS, #3 BARS MAY BE GRADE 4)
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHA L
BE 3000 PSI MIN., 2" MINIMUM, THICKNESS,
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF
S. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE I,- 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, PAR 'I,
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS.
1.1. 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:
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
TYPE M OR S MORTAR.
k.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 CONTAIN
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" 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 1 -A
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABL
STRESS DESIGN, OR "PART I -B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANC
FACTOR DESIGN' OF THE ALUMINUM DESIGN MANUAL
PREPARED BY THE ALUMINUM ASSOCIATION,
INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE 6th
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. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEN
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATIN
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT P
VISIBLE WHEN PANEL IS INSTALLED.
7. 1"X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BE
ATTACHED TO HOST WITH 1/4"0 X 1-3/4" EMBEDMENT & 24"
O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE
WOOD SCREW WHEN IN WOOD & #10X 1/2" EMBEDMENT SM
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL,
2. HEN BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
3, ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL,
TApCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED
EQUAL.
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED.
5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
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 BOLT 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 BE A MINIMUM OF SAE
GRADE #5 OR BETTER ZINC PLATED.
S. 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 OTHER WISE.
E. REFERENCE STANDARDS:
ASTM E 119
ASTM E 1300
CURRENT ASCE 7
CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC.
FOR ALUMINUM PART I -A, & 1-B
ASTM C94
ASTM 0150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A185
FLORIDA BUILDING CODE 6th EDITION (CHAPTERS 16, 20 & 23).
F. ABBREVIATIONS:
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
To REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
To SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
i. TYP --TYPICAL
2, SIM -- SIMILAR
3, UON _- UNLESS OTHERWISE NOTED
4, CONT -- CONTINUOUS
5. 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
,SUNROONT 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.
5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
ADDITIONAL LOADING IS PLACED ONITHE MANUFACTURED
HOME.
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FBC 6th EDITION R 4501.17 IN
ITS ENTIRETY.
3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR.
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST.
5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S-2.
6. PLEASE NOTE: 2x2 (typ) DIAGONAL BRACING SHALL BE
2"X2"X0-055" MATERIAL, UNLESS OTHERWISE NOTED ON S-2.
7. ALL ALUMINUM SCREENED ENCLOSURES SHALL BE DESIGNED
SPECIFICALLY FOR THE APPLICATION STATED IN RULE
61G20-1-002: TO REMOVE SCREEN PANELS IN THE EVENT OF
FORECAST WINDS THAT EXCEED 75 MPH. LABELS SHALL BE
PLACED ON CHAIR RAIL MEMBERS ON ALL SCREEN WALLS IN
A LOCATION THAT CAN BE EASILY SEEN AND FOR ALL PANELS
ABOVE THE DESIGNED CHAIR RAIL ON ALL SCREEN WALLS
SHALL BE CUT AS PRESCRIBED IN THE RULE AND THE
CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS
STATED IN RULE 61G20-1.002 AND SECTION 19 LAWS OF
FLORIDA, 553.76, 553.77., ONLY APPLIES IF SHOWN ON PAGE
S-2 DRAWING PAGE.
D. FASTENERS: IL MISCELLANEOUS:
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE i. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURED HOME, TRAILER HOME, OR PRE -FAB HOME. IF
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WITH ACQ PRESSURE TREATED WOOD. WALL SUPPORT SYSTEM MUST BE ENGINEERED. SO THAT NO
THIS DOCUMENT SHALLNOTB - E REPRODUCED IN WHOLE OR IN PART WTHOUT EXPIESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC
DESIGN DATA:
2" x 4" x 0.044" x 0.100"
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND
GUST):
NOMINAL DESIGN WIND SPEED Vasd:
2" x 6" x 0,050" x 0.120"
2. RISK CATEGORY:
2" x T) x 0.057" x 0.120"
3. WIND EXPOSURE:
2" x 8" x 0.072" x 0.224"
4. WIND LOADS:
2)'x 9" x 0.072" x 0.224"
SCREEN ROOF:
8 PSF
SCREEN WALLS:
28 PSF
SOLID ROOF (SCREEN WALL):
N/A
COMPONENTS AND CLADDING LOAD:
N/A
120 MPH
93 MPH
I
C
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 SCREEN MESH; 0.88
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD:
3001b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
10 PSF VERTICAL DOWNLOAD ON SOLID ROOF
8. EXISTING SLAB AND OR FOOTING MEETS THE REQUIREMENTS TO RESIST THE
UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE: MANSARD
10. SOLID ROOF TYPE: _NJA
ALUMINUM STRUCTURAL MEMBERS
HOLLOW SECTIONS
2 x 2: --------------------------------------- 2" x 2" x 0.044"
2 x 3: --------------------------------------- 2" x 3" x 0.050"
2 x4: --------------------------------------2" x 4" x 0,050"
2 x 5: ---------------------------------------2" x 5" X 0.050"
OPEN BACK SECTIONS
1 x 2:----------------------------------------1" x 2" x 0.040"
1 x 3: ----------------------------------------1" x 3" x 0.045"
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
2x4SMB: ----------------------
2" x 4" x 0.044" x 0.100"
2x5SMB:----------------------
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 T) x 0.057" x 0.120"
2 x 8 SMB:------------- --------
2" x 8" x 0.072" x 0.224"
2x9SMB: ----------------------
2)'x 9" x 0.072" x 0.224"
2 x 10 SMB:-------------------
2" x 10" x 0.092" x 0.374"
-W
WR SEAL
ENGINr,-ER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE- 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE: 313654
Mark R. Dunn P.E.
FLORIDA LICENSE: 73968
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE- 77605
FBG Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Webs ite-www, fbcpIans. corn
CO.A.429054
DATE: 10/23/2018
DRAWN BY: TLK
REVISION: I DATE;
IROI
I _R_0 2
RO 3
tRO 4
job# 18101045
PROJECT ADDRESS:
PERRY
1648 SEA OATS DR
ATLANTIC BEACH, FL 32233
]ONTRACTOR:
TROPICAL ENCLOSURES
BY MASTERSCREENS INC.
JACKSONVILLE, FL 32224
�i
NOTE: DOOR LOCATION MAYBE
DETERMINED IN THE FIELD
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THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE 0R IN PART WITHOUT EXPRESSED WRITTE7PERMIS PERMISSION OF TRAC DESIGN, LLC C)COPYRIGHT
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ENGINEER OF RECORD:
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I FLORIDA LICENSE: 53608
� Thomas L. Hanson P.E
FLORIDA LICENSE: 38654
Mark R. Dunn P.E.
FLORIDA LICENSE: 73968
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcpIans-com
Website-w1,vw-fbcpIans.com
C.O.A,-#29054
DATE: 10/23/2018
DRAWN BY: TLK
REVISION: DATE:
RIO 1 11/7/�2018
RO 2
RO 3
RO 4
Job# 18_1010-45
PROJECT ADDRESS:
PERRY
1648 SEA OATS DR
ATLANTIC BEACH, FL 32233
]ONTRACTOR:
TROPICAL ENCLOSURES
BY MASTERSCREENS INC.
JACKSONVILLE, FL 32224
FLOOR PLAN
SZGel
M
5
C14
L
Tx
00
x
C14
i
S-4
04
x
2X2DJ (a
2x4SMB
S-4
iaJ
('14
x LO
L
AR
10 0
0
t4o. 70l
GGG
ST -Ki E 0"
0 C,
PNG'I�EOSEAL
P0FEVSI0I1A1E' N .
ENGINEER OF RECORD:
r -O David W. Smith P.E.
I FLORIDA LICENSE: 53608
� Thomas L. Hanson P.E
FLORIDA LICENSE: 38654
Mark R. Dunn P.E.
FLORIDA LICENSE: 73968
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcpIans-com
Website-w1,vw-fbcpIans.com
C.O.A,-#29054
DATE: 10/23/2018
DRAWN BY: TLK
REVISION: DATE:
RIO 1 11/7/�2018
RO 2
RO 3
RO 4
Job# 18_1010-45
PROJECT ADDRESS:
PERRY
1648 SEA OATS DR
ATLANTIC BEACH, FL 32233
]ONTRACTOR:
TROPICAL ENCLOSURES
BY MASTERSCREENS INC.
JACKSONVILLE, FL 32224
FLOOR PLAN
SZGel
1" X 5" OR 7" X6" WIDTH EXTRUDED GUTTER
BRACKET(THICKNESS OF LEG @ LAG
SCREW SHALL BE 0,125" MIN, LONG LEG SHALL
BE 0.072" MIN) @ EACH BEAM W/ (4)
#10X3/4" SMS 1" SPA. INTO GUTTER LIP
1" x 2" x 0.045" OPEN
BACK W/ (2)#14X 1-1/2"
INTO GUTTER & (2)#12X
1-1/2" @ 24" O.C.
NOTE: 2X4 S BEAM ONLY REQUIRES 4"
WIDTH GurR BRACKET W/ (2) 3/8"
LAGS
(4) 3/8" LAG SCREWS @ 1-1/2"
;PACING @ EA. GUTTER BRACKET
(1) @ 12" O.C. MAX- MIN EMBEDMENT
MALL BE 2"
BEAM 0
OR
PURLIN ,
0
I 4-k 0
lk-
(2) 2" x 2" xYB" X ALUMIN 1 0 THE HOST STRUCTURE SHALL
ANGLE W/ (2) #14 x3 4" RAVE AT LEAST A 2"X4"
FASCIAAND ROOF TRUSS
BEAM
U
IR
A
4 R
M 0
IN 0
SMS EA ANGLE INTO BEAM
1 SYSTEM. CONTRACTOR SHALL
ON EA SIDE (IF PURLIN (1)
ANGLE EA. SIDE ONLY) L__VERIFY THIS AND IF
(4) #14 x3/4" ;MS SMALLER -CONTRACTOR
1��
OPTIONAL: 2"X2"X0,062" I GUTTER
STRUCTURE UP
INTO GUTTNR SHALL BRING
'A (" ,
RECEIVING EA SIDE TO A 2"X4" FASCIA AND
1,
CHANNEL W/ (1) #14X 3/4' ENSURE LESS THAN A T -O"
EA SIDE TO COVER EXPOSED OVERHANG.
BEAM
rA GUTTER BRACKET & BEAM ATTC_HMENTDETAIL
�-S N.T,S,
BEAM SCREWS
2" X 4" SMB 6
2" X 5 "SMB 6
2" X 6 "SM13 8
2" X 7" SMB 8
2" X 8" SMB 10
2" X 9" SMB 10
2" X 10" SMB 12
FOR SLOPED BEAMS,
MAINTAIN ALL SCREW SPACING
FROM EDGE OF BEAM
2" x 2" EAVE RAIL SECTION
(UNLESS OTHERWISE SHOWN
ON S-2) - ATTACHED TO BEAM W/----
(4) LOX 2" SMS INTO SCREW
BOSS
I" X 2" OPEN BACK EAVE
RAIL ATTACHED TO
UPRIGHT w/(2)—
# 10 x 1 Y2" SMS INTO SCREW
BOSS
# 10 X 1 Y2" SMS 24" C/C
#14X 3/4" SCREWS-.,//
(SEE TABLE ABOVE)
D '\ UPRIGHT
Co
E: N
-,'SEI F -MATING BEAM
SHALL BE NOTCHEE
p—r4%FOUPRIGHT
0
0
0 0 ii r
0 oil
-00-4" (MIT) UPRIGHT
3/16" ALUMINUM GUSSET
2" x —PURLINS (SEE A-'1 PLATE
FOR SIZE)ATTACHED TO 'elr-713 #14 SMS
BEAM w/MIN (4) # 1.0 X 1 -X,"
SMS
S3
BEAM"B"
..P.RO�FE12fALVEAINAtEW,EAL
"N" "Sltf frS21f
'ISS" "S411
2X4
12
4
3/4"
1611
3.75"
2X5
12
4
3/4" 1-7"'
16"
4.75"
2X6
16
5
1" 1 -
19"
5.75
2X7
20
6
11f 1 -1'
22"
6.75'"
2X8
24
7
1" ---
23"
7.75"
2X9
24
7
1
23"`
8.75"
2X10
28
8
1" 14"
24"
9.75"
NOTES:
1. "N" NUMBER OF SCREWS IN ANY
DIRECTION,
2. TOTAL NUMBER OF SCREWSPER JOINT
EQUALS 4 TIMES "B".
3. PLATE WIDTH SHALL BE DETERMINED
FROM ANGLE OF BEAM AND MIN, SPACE
REQUIRED,
4. GUSSET" PLATES MAY BE INTERNAL OR
EXTERNAL.
5. INTERNAL SCREWS FOR PURLIN
CONNECTION MAY BE INCLUDED IN
TOTAL NUMBER OF SCREWS.
6. GABLE SPLICE WILL HAVE THE SAME
PATTERN.
B BEAM SPLICE GUSSET DETAIL TYPICAL
_
SCALE: NTS
EDGE MEMBER
LOX4" SMS INTO SCREW
ES FOR EDGE MEMBERS
.125" FLAT PLATE
V1 (12)#10X3/4" SMS
IR (8)1#12X 3/4" SMS
,\41N. 1/2" EDGE DISTANCE)
EDGE MEMBER
OR PURLIN
rCROOF BRACING CONNECTION DETAIL
3 -) SCALE: N,T,S,
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC
PURLI
UPRIGHT WEB LAPPED OVER PURLIN
W/ (4) #10X3/4" SMS EACH SIDE
L
r
•
N
NOTES:
1, HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM,
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM.
3, HINGES SHALL BE ATTACHED TO DOOR WITH (4)#10 x 5/8" SMS. FASTEN A
1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM
END OF THE UPRIGHT,
(F TYPICAL SCREEN DOOR CONNECTION DETAIL
3)- SCALE:NTS
iS
DATE: 10/23/2018
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
job# 18-1010_45
PROJECT ADDRESS:
PERRY
1649 SEA OATS DR
ATLANTIC BEACH, FL 32233
]ONTRACTOR:
TROPICAL ENCLOSURES
BY MASTERSCREENS INC.
JACKSONVILLE, FL 32224
DETAILS
S-3
..P.RO�FE12fALVEAINAtEW,EAL
ENGINV,ER OF RECORD:
2" x 2" 0.045" EAVE RAIL MEMBER
David W. Smith P.E.
0
(UNLESS OTHERWISE NOTED ON 00
FLORIDA LICENSE: 53608
S-2) ATTACHED TO PURLIN W/ (2)
#10 X4" SMS THRU SCREW BOSS
Thomas L. Hanson P.E.
FLORIDA LICENSE: 38654
1"X2'10.045" OPEN BACK
PURLIN
NOTCH POST
(� TNEEDED�I
Mark R. Dunn P.E.
ATTACHED TO W/ (2):
AS
#10XI-1/2" SMS INTO SCREW
FLORIDA LICENSE: 73968
BOSS
oel Falardeau P.E.
1"X2"X0.045" OPEN BACK
j
ATTACHED TO 2"X2"X0,045-'
U PRIGH T�
FLORIDA LICENSE: 70667
EAVE RAIL MEMBER
Erik Stuart P.E.
#10X1-1/2" SMS
@ 24" O.0
FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, Inc.
SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL
13
�S -3 SCALE: NTS
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail -erb@fbcplans.com
Webs ite-www, fbcplans. co ni
C.O.A.-#29054
NOTES:
1, HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM,
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM.
3, HINGES SHALL BE ATTACHED TO DOOR WITH (4)#10 x 5/8" SMS. FASTEN A
1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM
END OF THE UPRIGHT,
(F TYPICAL SCREEN DOOR CONNECTION DETAIL
3)- SCALE:NTS
iS
DATE: 10/23/2018
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
job# 18-1010_45
PROJECT ADDRESS:
PERRY
1649 SEA OATS DR
ATLANTIC BEACH, FL 32233
]ONTRACTOR:
TROPICAL ENCLOSURES
BY MASTERSCREENS INC.
JACKSONVILLE, FL 32224
DETAILS
S-3
OPTION #1
OPTION #2
(4)#10 x 1. Y2" SMS
RECEIVING CHANNEL
SCREW W
INTO SCREW
N
OR ANGLE EA. SIDE (tarp)
BOSSES
BO
(.0625" THICKNESS)
ANGLE TO COLUMN (TY
—X
EACH SIDE)
t(2)
2 "X2 OR 2"X3"
3"
(2) #lox 3/4" SMS
T
PURLIN OR GIRT
(typ) EA. LEG)
(tyl
2x10T7—
TOTAL 8 SCREWS EA.
( (TC
ANCHOR INTO SECONDARY
CONNECTION)
Col
S-4
H -,-PURLIN OR GIRT TO BEAM OR POST DETAIL,
SCALE: NTS
DOUBLE COMPRESSI
SLEET
4" NOMINAL SLA
MINIMU]
3/8" 0 x 3" MASONRY
ANCHOR (MIN 3-3/4"
EMBEDMENT)
4" NOMINAL SLAB
MINIMUM
Column
Size
UPRIGHT
--S-T-
2x - /4�-
SECONDARY ANGLF MIN
(4) #10 X 3/4" SMS
0.125"' THICK (NOT
0
/REQUIRED FOR 2X3
�4SR
FASTENING SECONDARY Y
Iv
MEMBER)
ANGLE TO COLUMN (TY
—X
EACH SIDE)
PRIMARY 2" X 2"
2x8
2 3"
X 0.125" ANGLE
(13) -3/8" 0 CONCRETE SCREW
2x10T7—
(2) #10 X 3/4" SMS FASTENING
ANCHOR INTO SECONDARY
COLUMN TO PRIMARY ANGLE
ANGLE(TYP EACH SIDE) (SEE
(TYP EACH SIDE)
TABLE)X
0
2" BASE MEMBER
(TYP EACH SIDE)
ANCHOR SPA
(1) - 3/8" 0 CONCRETE SCREW
(MIN) (TYP)(SEE TABLEi
-4
ANC HOR INTO PRIMARY
ANGLE AND @ 1/4" 0 CONCRETE
3" (MIN)-----
SCREW ANCHOR @
24" O.C. BETWEEN COLUMNS
V0 VAM CUM
Column
Size
1/4"&3/8" 0
Concrete Screw
Anchor
B Min. Spa
---
--S-T-
2x - /4�-
7-
2x5
2x6
—X
2x7
2x8
2 3"
2x9
2x10T7—
OPTION #1- A-36 STEEL
CLIP MAY BY PLACED ON
450 TOP OR SIDE OF DECK W/
(2) " X 3" SLEEVE
TOP OF AN(WOR
'u'-
(2' 3
TOP T 0 ANM0
)41
CONCRETE.
14
A,
A,
OPTION #1
(4" SLAB ONLY)
i
'Side View
1" 0 (MIN) WASHER
0,125" STAINLESS 2500 PSI CONCRETEW/� --Ar7 BENEATH NUT
STEEL CABLE WIELDED WIRE OR
TOP OF JFIBERMESII
M
I CONCRET 119 0
—X
Top View
OPTION #2
2500 PSI CONCRETE W/
WELDED WIRE OR
FIBERMESH
NOTES: III
1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1.X2.
2, MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW
LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT
LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
WHEN A PAVER DECK IS PRESENT.
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTS,
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVES
BY ENGINEER.
4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE
CONNECTIONS AS 2X4 SHOWN IN TABLE.
5. IF FOR AN IN -FILL, `TOP OF COLUMN CONNECTION SIMILAR IF
1 1 V' fh V T' LAC
WINUM, I L LINTEL. LL. Ir WUM) LIN TEL 3UD,3111 U 1Z /
SCREW FOR 3/8"0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES,
6.2X2X,045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3
MEMBER.
rG 2" x 3" OR LARGER UPRIGHT TO CONCRETE WZWO PAVER DETAILS
VS --AV SCALE: NTS
NOTE: WHEN USING OPTION #2 5"
CONNECTION CABLE MUST BE t—MIN.
VVITHIINO Urt-UMINZ1XVIN
1/8" ALUMINUM
PRIMARY MEMBE I i4� PLATE "t Ara
1. 0" ANGLE 11
ANGLE W/ 1
BREAK @ 90- W/
I AL Al/
(4) #1.2 X3/4 SMS
(TYP TOP AND SIDL) 5/16" EYE BOLT
W/ LOCK NUT &
AVACLIVU Ph rTT)P
(9) #14 X 3/4 SMS
@111 O.C.
1/8" DIA. STAINLESS
STEEL CABLE
3/8" WELDED STAINLESS
STEEL EYE BOLI' (8) #14 X 3/4 SM
1-1/2" X 5- 1/2" ALUMINUM ',-- 4 . . . ............. .........
STRAP W/ (2) 3/8 "0 X 3" OPTION 42
MASONRYANCHOR (Ij SFK WITH FOOTING)
(MIN 3-3/4" EMBEDMENT)
K -J1 CABLE TO FOUNDATION CONNECTION DETAIL
KS-- 4-7- SCALE: NTS
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTr� N PERMISSION OF TRAC DESIGN, LLC
PERIMETER FRAMING ---f
Side View
)2 CABLE CONNECTION AT CO
S - 4J- SCALE: NTS
3/8" 0 ADJUSTABLE EYE
BOLT FOR CABLE TENSION
I1/8- o STAINLESS
STEEL
TEEL CABLE
2"X2"X 1/8" EXTRUDED ANGLE
ON 450 ANGLE
OPTION #1
PROF&tsf�%K 9MORNEP SEAL
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE- 53608
Thomas L. Hanson P.E
FLORIDA LICENSE: 38654
Mark R. Dunn P.E.
FLORIDA LICENSE: 73968
oel Falardeau P.E.
LORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fL)cplans.com
Webs ite-www, fbcpIans, corn
C,O.A.-#29054
DATE: 10/23/2018
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
FRO 4 -
job# 18101045
PROJECT ADDRESS:
PERRY
1648 SEA OATS DR
ATLANTIC 13EACII, FL 32233
]ONTRACTOR:
TROPICAL ENCLOSURES
BY MM'TERSCREENS INC.
JACKSONVILLE, FL 32224