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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
MINIMUM, 3 1/2" 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 PSF.
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 ADMA'TURES 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 5'-0" IN
HEIGHT.
C. ALUMINUM:
2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
3. ALL CONCRETE SCREWS SHALL BE, SIT PSON, 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.
I O.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
ASTME 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 5th EDITION (CHAPTERS 16,20 & 23).
2010 ALUMINUM DESIGN MANUAL
L ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
F. ABBREVIATIONS:
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
0.024" SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
TO "PART 1-A - SPECIFICATIONS FOR ALUMINUM
1. TYP --TYPICAL
2. SIM -- SIMILAR
STRUCTURES - ALLOWABLE STRESS
3. UON -- UNLESS OTHERWISE NOTED
DESIGN' OR "PART 1-13 - SPECIFICATIONS FOR ALUMINUM
4. CONT -- CONTINUOUS
STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR
5. VIF -- VERIFY IN FIELD
DESIGN" OF THE ALUMINUM DESIGN MANUAL 2010 PREPARED
BY THE ALUMINUM ASSOCIATION, INC.WASHINGTON D.C. THE
G. RESPONSIBILITY:
FLORIDA BUILDING CODE 5th EDITION ( CHAPTER 16
STRUCTURAL DESIGN &CHAPTER 20 ALUMINUM).
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDINGCODES,
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
LOCAL ORDINANCES, ETC.
SEPARATION.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
5. ALUMINUM MEMBERS SHALL BE STITCHWITH NO LESS
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEENED
THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
USING #12 SPACING MAYBE 24" ON CENTER,
CONDITIONS.
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
SUNROOM7 ROOM ADDITION ELEMENTS AS PROVIDED BY THE
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
CONTRACTOR.
SPEEDS EXCEED 75 MPH" . DECAL SHALL BE PLACED SO IT IS
4, ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
VISIBLE WHEN PANEL IS INSTALLED.
ON INFORMATION PROVIDED By THE CONTRACTOR AND
7. 1 "X2"X045" NON-STRUCTURAL MEMBERS SHALL BE
MANUFACTURER.
ATTACHED TO HOST WITH
XONCRETETE EMBEDMENT & 24"
5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
C0
O.C. MASONRY SCREW FOR C &EQUIVALENT SIZE
LICENSED P.E. IN ACCORDANCE WITH STANDARD
WOOD SCREW WHEN IN WOOD & #10X 1/2" EMBEDMENT SMS
ENGINEERING PRACTICES.
OR TEK SCREWS IN ALUMINUM MP.MRRR c 'rvoTr e T
D. FASTENERS:
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UN,LESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD.
H. MISCELLANEOUS:
1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. I:
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 SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FBCR 5th 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 QYP) 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 61Q20-1,002 AND SECTION 19 LAWS OF
FLORIDA, 553.76, 553.77., ONLY APPLIES IF SHOWN ON PAGE
S-2 DRAWING PAGE.
DESIGN DATA:
I. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST):
NOMINAL DESIGN WIND SPEED Vasd:
2. RISK CATEGORY:
3. WIND EXPOSURE:
4. WIND LOADS:
SCREEN ROOF: 8 PSF
SCREEN WALLS: 27 PSF
SOLID ROOF (SCREEN WALL): N/A
rile COPS'
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
I-HESE PLANS a►dD A'I L PROPOSED 'NOR,
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
I':�Y BE NECEUARY INORDER, M. ;.
.'COMPLY MIDI N ILU iVPLICA_.* = CODES.
140 MPH
108 MPH
1
B
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14XO.013
OR EQUIVALENT DENSITY 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.
8. EXISTING 8"X8" LINEAL FOOTING OR 4" MONOLITHIC SLAB SHALL BE ADEQUATE TO
RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE : MANSARD
10. SOLID ROOF TYPE: N/A
ALUMINUM STRUCTURAL MEMBERS
HOLLOW SECTIONS
2 x 2:---------------------------------------2" x 2" x 0.044„
2 x 3:---------------------------------------2" x 3" x 0.050„
2 x 4:---------------------------------------2" x 4" x 0.050„
2 x 5:---------------------------------------2" x 5" x 0.050„
OPEN BACK SECTIONS
1 x 2:---------------------------------------- V 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 fSMB
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 10 SMB:------------------- 2" x 10" x 0.092" x 0.374"
t 001 - 0(C
STi. LiTCZE COUN- TY BITu ING DIVrSYON
REW-E-WED FOR CQ91JANCE
RE VIEit �Y
DATE I�
PLANS AND PERMIT MUST BE KEPT ON JOB
OR Nu TN'SPECTIONWILL BE MADE.
'i_xus iEBY QRTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUNp IT TO BE IN
CowLIAIICE WITH AS�CE7,10,, & FBC 5th
EDITION. C" ...... �
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David W. Smith P.E.
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@fbcplans.com
Website-Www.fbcplans, co m
C.O.A. #29054
DATE: 7-25-2017
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
PROM, CT ADDRESS:
HAUPT
5404 CITRUS AVE
FT. PIERCE, FL 34982
ONTRACTOR:
V.H. EXTERIORS
543 NW WAVERLY CIR
PORT ST LUCIE, FL 34983
NOTES
S-1
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN,
I
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN -AND FOUND IT TO BE IN
NOTE: DOOR LOCATION MAYBE COMPLIANCE WITH ASCE7-10, & FBC 5th
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Thomas L. Hanson P.E
FLORIDA LICENSE: 38654
Mark R. Dunn P.E.
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FLORIDA LICENSE: 73968
I x
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
N
Erik Stuart P.E.
X Q0
FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph#(813)788-5314
Fax# 1-(E166)824-7894
E-mail-erb@fbcplans.com
W ebsite- Www. fbcplans,co m
C.O,A.429054
DATE: 7-25-2017
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
PROJECT ADDRESS:
HAUPT
5404 CITRUS AVE
FT. PIERCE, FL 34982
:ONTRACTOR:
V.H. EXTERIORS
543 NW WAVERLY CI
PORT ST LUCIE, FL 34983
FLOOR PLAN
S-2
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC
3/16" ALUMINUM GUSSET
2" x_PURLINS (SEE A-1
PLATE
FOR SIZE)ATTACHED TO
B #14 SMS
BEAM w/MIN (4) #10 x 1 Y2"
SMS
• • • o
1" X 5" OR 7" X6" WIDTH EXTRUDED GUTTER
\ e
BRACKET(THICKNESS OF LEG @ LAG
•
o
SCREW SHALL BE 0.125" MIN. LONG LEG SHALL
•
•
•\ o
\
BE 0.072" MIN) @ EACH BEAM W/ (4)
S Sy
•
• \
#10X3/4" SMS V SPA. INTO GUTTER LIP
_��(
\
2" x 2" x 0.045" PB W/ (4)#10X
\ •
• • •
• •
1-1/2' INTO SCREW BOSS & (2)
f
#12X2-1/2" SMS EA SIDE INTO
•
ti
GUTTER
TN
eSE�S�'B��
\ �
53
BEAM O
OR
_r
PURLIN O
BEAM
"B"
"N"
"S1"
"S2"
"S3"
"W'
2X4
12
4
3/4"
1-1"
16"
3.75"
2X5
12
4
3/4"
1
16"
4.75"
2X6
16
5
1"
1 Z"
19"
5.75"
2X7
20
6
1"
1 1-j"
22"
6.75"
2X8
24
7
1"
11 s'
23"
7.75"
2X9
24
7
1"
18
23"
8.75"
2X10
28
8
1"
1
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.
S. 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
S' 3 SCALE: NTS
EDGE MEMBER
1OX4" SMS INTO SCREW
ES FOR EDGE MEMBERS
1.0625" 6063-T6 FLAT PLATE
V/ (12)#10X3/4" SMS
MIN. 1/2" EDGE DISTANCE)
EDGE MEMBER
OR PURLIN
E
X4 SMB BEAMONLY REQUIRES 4"UTTERBRACKETW/ (2)3/8"
4 3147 LAG SNEWS @ 1
SPACING,1/2" EDGE DISTANCE @
EA. GUTTER BRACKET & (1) BRACKET
BETWEEN EA. BEAM & (1)1/4" LAG @ 12"
O.C. MAX ATTACHING GUTTER TO
FASCIA- MIN EMBEDMENT
SHALL BE 2"
(1) 3/80 X 2" MIN.
EMBEDMENT @
BRACKET & 24" O.C.
(2) 2" x 2" x Vs" XALUMINUM
O
THE HOST STRUCTURE SHALL
ANGLE W/ (2) #14 x 3/4"
SMS EA ANGLE INTO BEAM
FASCIA AND ROOF TRUSS
ON EA SIDE
SYSTEM. CONTRACTOR SHALL
VERIFY THIS AND IF
OPTIONAL: 2"12"10.062"
(4) #14 x 3/4" SMS
SMALLER- CONTRACTOR
RECEIVING
INTO GUTTER
SHALL BRING STRUCTURE UP
CHANNEL W/ (2) #14X 3/4"
EA SIDE
TO A 2"X4" FASCIA AND
EA SIDE TO COVER EXPOSED
ENSURE LESS THAN A T-O"
BEAM
_.
OVERHANG.
A
GUTTER BRACKET & BEAM ATTACHMENT DETAIL
S _ 3
N.T.S.
BEAM
SCREWS
2" X 4" SMB
6
2" X 5 "SMB
6
2" X 6 "SMB
B
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/
(3)1OX 2" SMS INTO SCREW
BOSS & W/ .125" ANGLE & EAVE
MEMBER & UPRIGHT W/ (2)
#14X3/4" EA. LEG
1" X 2" OPEN BACK EAVE
RAILATTACHED TO
UPRIGHT w/(2)
#10 x 1 Y2" SMS INTO SCREW
BOSS
#10 X 1 Y2" SMS 12" C/C
#14X 3/4" SCREWS
SPACING MAY VARY
(SEE TABLE ABOVE)
O SELF -MATING BEAM`
SHALL BE NOTCHED
® itI FOR UPRIGHT
® ®il�
® 0 i
i
(MIN) UPRIGHT
E ROOF BRACING CONNECTION DETAIL I I
S'3 SCALE: N.T.S.
`�1 UPRIGHT TO BEAMCONNECTION - ALL WIND ZONES
\ S'3 SCALE: NTS
1
f H61inBY-C$RTIFYTHAT I HAVE REVIEWED
THIS PLAN�ALND 00 DITTO BE IN
CON�PLiAN( W(ITWASOt7.1.0, & FBC 5th
• TDITIONX°o°ua°oo°� U
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PURLIN
UPRIGHT WEB LAPPED OVER PURLIN ®"0.a STATE OF «° [tj
W/ (4) #10X3/4" SMS EACH SIDE `AO�. /�������'
®//�� o o
. -teo'q=�
2" x 2" xO.045" EAVE RAIL MEMBER
O\y
ENIGIRr� PA ( ft,130pRD:
(UNLESS OTHERWISE NOTED ON
S-2) ATTACHED TO PURLIN W/ (2)
00,
David W. Smith P.E.
#10 X 4" SMS THRU SCREW BOSS
FLORIDA LICENSE: 53608
Thomas L. Hanson P.E
1"12"10.045" OPEN BACK
ATTACHED TO PURLIN W 2
NOTCH POST
ASNEEUED
FLORIDA LICENSE: 38654
41OX1-1/2" SMS INTO SCREW
Mark R. Dunn P.E.
Boss
1"72"10.045" OPEN BACK
FLORIDA LICENSE: 73968
ATTACHED TO2"X2"X0,045"
UPRIGHT
Joel Falardeau P.E.
EAVE RAIL MEMBER
410311-1/2"SMS
FLORIDA LICENSE: 70667
@12"O.0
Erik Stuart P.E.
FLORIDA LICENSE: 77605
C SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL
S' 3 SCALE: NTS
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@fbcplans.com
Website-WWw.fbcplans.com
C.O.A.429054
DATE: 7-25-2017
DRAWN BY: TLK
HINGE LOCATION REVISION;
DATE:
RO 1
2" x 2" EXTRUSION—,2" x 2" EXTRUSION RO 2
HINGE LOCATION DOOR RO 3
RO 4
PROJECT ADDRESS:
HAUPT
5404 CITRUS AVE
HINGE LOCATION
FT. PIERCE, FL 34982
NOTES: CONTRACTOR:
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. V.H. EXTERIORS
3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)#10 x 5/8" SMS. FASTEN A 543 NVV WAVERLY C I R
1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM
END OF THE UPRIGHT. PORT -`T LUCIE, FL 34983
F TYPICAL SCREEN DOOR CONNECTION DETAIL
S' 3 SCALE: NTS
DETAILS
S-3
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC OCOPYRIGHT
-rile u0j)v
OPTIONAL
Z-BRACKET 7 0.250"
2" GUTTER BRACKET REQUIRED
AT PURLIN ATTACHMENT
POINTS w/ (2) #12 X 3/4" SMS
INTO GUTTER LIP
F
-X0.250"
D GUTTER
CKET
(1) 3/8" LAG SCREWS @ EA, GUTTER
BRACKET & (1) @ 12" O.C. MAX- MIN
EMBEDMENT SHALL BE 2"
2" x 2" x %" X ALUMINUM
ANGLE w/ (4) #12 x 3/4"
SMS INTO PURLIN ON EA
THE HOST STRUCTURE SHALL
SIDE
HAVE AT LEAST A 2"X4"
& (4) 12X1-1/2" INTO
FASCIA AND ROOF TRUSS
GUTTER
SYSTEM. CONTRACTOR SHALL
VERIFY THIS AND IF
SUPER
GUTTERJ SMALLER- CONTRACTOR
SHALL BRING STRUCTURE UP
TO A 2"X4" FASCIA AND
ENSURE LESS THAN A 2'-0"
A 1 OVERHANG.
GUTTER
BRACKET & PURLIN ATTACHMENT DETAIL
S-4
N.T.S.
OPTION #1
(4)410 x 1 !/2"
INTO SCREW BO
OPTION #2
2"72" OR 2"X3" _j I I 0.062" ALUMINUM INTERNAL OR
MEMBER I W 4RNAL #10 X3/4"1 NTO INTONG BEAM
B AM)OR UPRIGHT. (2) #14X 3/4"
EA. LEG INTO GIRT OR PURLIN -
(0.062" ANGLE CLIPS w/ (2)
#14x3/4" SMS A LEG)
iUPRIGHT OR BEAM -SNAP
OR SELF MATING OR
HOLLOW
H PURLIN OR GIRT TO BEAM OR POST DETAIL
s_4- SCALE:NTS
(4) #10 X 3/4" SMS
FASTENING SECONDARY
ANGLE TO COLUMN (TYPE
EACH SIDE)
(B) - CONCRETE SCREW
ANCHOR INTO SECONDARY
ANGLE(TYP EACH SIDE) (SEE
TABLE)
i fiil(EBY QRTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIAN(;E WITI3tASCE7.10, & FBC 5th
EDIT[ON�
:•e �EOF o�
ANCHOR SPA �LL ®,,,r A _ ® .oao.°' _
(MIN) CM)(SEE TABLE) (1) - CONCRETE SCREW (SEE
G1 TABLE) ANCHOR INTO PRIMARY
ANGLE AND @ 1/4" O CONCRETE
3" (MIN) SCREW ANCHOR @
24" O.C. BETWEEN COLUMNS
Column
Size
1/4"& 3/8" 0
Concrete Screw
Anchor
B
Min. Spa
2x3-1 4
2x4-1/4'
2x - /4'
2x6-3/8'
2x7-3 8'
2x8-3/8'
2
2x9-3 8"
2
4
2x10-3 8'
2
SECONDARY ANGLE MIN
0.125" THICK (NOT
REQUIRED FOR 2X3
MEMBER)
PRIMARY 2" X 2"
X 0.125" ANGLE
(2) #10 X 3/4" SMS FASTENING
COLUMN TO PRIMARY ANGLE
0 O (TYP EACH SIDE)
O 1" X 2" BASE MEMBER
(TYP EACH SIDE)
NOTES: (TYP EACH SIDE)
1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
SHALL BE 2-3/4" ATAT ALL UPRIGHT LOCATIONS. ALL SCREW
LENGTHSAT 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 LISTEI
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
BY ENGINEER.
4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE
CONNECTIONS AS 2X4 SHOWN IN TABLE.
5. IF FORAN IN -FILL, TOP OF COLUMN CONNECTION SIMILAR IF
CONCRETE LINTEL. IF' WOOD LINTEL SUBSTITUTE 1/4" 0 X 3" LAG
SCREW FOR 3/8"0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES.
6.2X2X.045 DOORJAMB MEMBER SHALL CONNECT SIMILAR TO 2X3
MEMBER.
G 2" x 3" OR LARGER UPRIGHT TO CONCRETE W WO PAVER DETAILS
S_4 SCALE:NTS
NOTE: WHEN USING OPTION #2
5'
CONNECTION CABLE MUST BE
OPTION #1- A-36 STEEL
WITHIN 6" OF CORNER OR
CLIP MAY BY PLACED ON
PRIMARY MEMBER.
ALUMINUM
45, TOP OR SIDE OF DECK W/
1" X 2" X 1/8" ANGLETE
@ 45°
DOUBLE COMPRESSION
3/8"X 3" SLEEVE
LE W/ 1"
SLEEVES
[(2)
TOP OF ANCHOR
(4) #12 X 3/4"SMS
BREAK @ 90° W/
K#143/4
CONCRETE
(TYPTOP AND SIDE)LOCK
LT
4" NOMINAL SLAB
N
® ®
NUT &
MINIMUM
d
HER EA SIDE
4,
d
1/8" DIA. STAINLESS
STEEL CABLE
.
a
3/8" 0 x 3" MASONRY
25 0 PSI
OPTION #1 CONCRETE W/
3/8" WELDED STAINLESS
ANCHOR (MIN 3-3/4"
EMBEDMENT)
(4" SLAB ONLY) WELDED WIRE
STEEL EYE BOLT
(8)#14X3/4SM OPTION #3
OR FIBERMESH
Side View
0.125" STAINLESS 2500 PSI
1" 0 (MIN) WASHER
i
a
STEEL CABLE CONCRETE W/
BENEATH NUT
TOP OF WELDED WIRE
CONCRET R FIBER -MESH
® ®
e
—
•
G
a ,
® ®
6
e
4" NOMINAL SLAB
O d
TO V1eW •
p
3/8"0ADJUSTABLEEYE
MINIMUM a
I11
BOLT FOR CABLE TENSION
a
o •
1-1/2" X5-1/2" ALUMINUM
OPTION #Z o
1/8" 0 STAINLESS
STRAP W/ (2) 3/8 "0 X 3"
OPTION #2
STEEL CABLE
MASONRYANCHOR
(MIN 3-3/4" EMBEDMENT)
(USE WITH FOOTING)
PERIMETER FRAMING
TT
2"X2"X 1/8" EXTRUDED ANGLE
11 CABLE TO FOUNDATION CONNECTION DETAIL
Side View
ON 45° ANGLE
S-4
SCALE:NTS
OPTION #1
12 CABLE CONNECTION AT CORNER
SCALE:NTS
David VIA`: Smith P.E.
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
Zephyrhijls, FL 33542
Ph#(813)788-5314
Fax# 1-(a66)824-7894
E-mail-erb@fbcplans.com
Website-Www. fbcplans. co m
C.O.A. #29054
DATE: 7-25-2017
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
PROJECT ADDRESS:
HAUPT
5404 CITRUS AVE
FT. PIERCE, FL 34982
ONTI;ACTOR:
V.H. EXTERIORS
543 NW WAVERLY CIR
PORT '�T LUCIE, FL 34983
DETAILS
S-4
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN,
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(NOT IN USE)
SET 5/8" IRON ROD & CAP.
STAMPED "LB 7805" S89048'17"E 311.48' C
145'(P) 111.48'(C) 50'(P) 50'(P)
0" PROPOSED
IRRIGATION WELL
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W a
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Q 172.61 ° }r
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LOT 2 ---LOT
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0 0 0 L
SEPTIC DRAINFIELD AREA
ca
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Q SET 5/8" IRON ROD do CAP
Zs" J.A. SMITH SUBDIVISION
(n I STAMPED "LB 7805" 145'(P) " PLAT BOOK 4. PAGE 104
SET 5/8 IRON ROD & CAP
S89"48'170E 111.47'(C) STAMPED "LB 7805" `-
EAST RIGHT OF WAY LINE "
(SEE SURVEYOR'S NOTE NO. 12) Sn 11 �� Ult
/4, 27.00'(P)--1
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