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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 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 M1NIMUIvI OF 4" IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPALLING OR OTHER DETERIORATION.
B. MASONRY:
1. CONCRETE MASONRY UNITS (MU) 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 5'4" 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 - ALLOWABLE STRESS
DESIGN" OR "PART 1-B - SPECIFICATIONS FOR ALUMINUM
STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR
DESIGN" OF THE ALUMINUM DESIGN MANUAL PREPARED BY
THE ALUMINUM ASSOCIATION, INC.WASHINGTON D.C. THE
FLORIDA BUILDING CODE 6t1j 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. 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.
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 SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
D. FASTENERS:
1. 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, 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.
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 OTHER WISE.
E. REFERENCE STANDARDS:
ASTM E 119
CURRENT ASCE 7
CURRENT ALUMINUM DESIGN MANUAL -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 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
'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.
5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
H. MISCELLANEOUS:
I. 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 SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 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.
SCANNED
St Lucie Cain �
CUN 'LED FASTENERS ORA IACIii HTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORO
DESIGN DATA:
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 150 MPH
NOMINAL DESIGN WIND SPEED Vasd: 116 MPH
2. RISK CATEGORY: 1
3. WIND EXPOSURE; C
4. WIND LOADS - -
SCREEN ROOF: N/A
SCREEN WALLS: 43 PSF
SOLID ROOF (SCREEN WALL): 32 PSF
COMPONENTS AND CLADDING LOAD: +19.00/-38.8 PSF
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
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 SLAB AND OR FOOTING MEETS THE REQUIREMENTS TO RESIST THE
UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE: N/A
10. SOLIDROOF TYPE; 3"X48"10.032" ELITE EPS COMPOSITE PANEL ROOF 11b FOAM
DENSITY, FLORIDA PRODUCT APPROVAL, FL 7561-114.
ALUMINUM STRUCTURAL MEMBERS
THESE PLANS AND ALL PROPOSED WORK
HOLLOW SECTIONS ARE SUBJECT TO ANY CORRECTIONS
2 x 2:---------------------------------------2" x 2" x 0.044„
2 x 3:---------------------------------------2" x 3" x 0.050" REQUIRED BY FIELD INSPECTORS THAT
2 x 4:---------------------------------------2„ x 4" x 0.050" MAY BE NECESSARY IN ORDER TO
2 x 5:---------------------------------------2" x 5" x 0.050" OWN WITO :6 ApPw6A96E CODES.
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
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"
ST. LUC- COU\'•Y B4EKEPT'M
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REVI E 'ED BY
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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
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
Zephyrhil.ls, FL 33542
Ph#(813)788-5314
Fax# 1-(e66)824-7894
E-mail-efb@fbcplans.com
Website-WWW.fbcplans,com
C.O.A.429054
DATE: 2-20-2018
DRAWN : TLK
REVISION: DATE:
RO1 DATE:3-13-2018
RO 2
RO 3
RO 4
PROJECT ADDRESS:
SCHURMANN
233 OLSON AVE
FORT PIERCE, FL 34946
CONTRACTOR:
K & S INDUSTRIES, INC.
0379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
NOTES
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN,
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ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE: 38654
Mark R. Dunn P.E.
X O
FLORIDA LICENSE: 73968
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineering
o
Services, Inc.
1
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph#(813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
W ebsite-Www, fb cplans. corn
C.O.A.429054
DATE: 2-20-2016
DRAWN By; TLK
REVISION: DATE:
RO1 DATE: 3-13-2018
RO 2
RO 3
RO 4
PROJECT ADDRESS:
SCHURMANN
233 OLSON AVE
FORT PIERCE, FL 34946
CONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
FLOOR PLAN
S-2
12 . , t4-.
ALUMINUM RISER PAN
3"SOLID
(4) #10 SMS W/ 3/4" ROOF PANEL
WASHERS PER 12" PANEL
_-___-_--
# 10 X 4" SMS Detail C2
(4" NEOPRENE 3"SOLID
ER 8" O.C. PER (—ROOF PANEL
PANEL j
1" 2" OPEN BACK
ADDED TO EDGE
BEAM w/(2) #10 x1
Y2" SMS &TO EDGE
BEAM w/#10XiiW I II
SMS12 C/CIF
TRIBUTARY
BETWEEN POST I I I I
EXCEEDS 6'-6" OR
150 MPH "C"
II II
SIDE VIEW
EDGE BEAM
..0
2"X2"X3"X 0.62"
ANGLE W/ (2) #12X
3/4" EA. LEG
#10X4" SMS THRU
-EDGE BEAM INTO
2"}C "X0.050"EDGE BEAM POST SCREW BOSS
CONTINUOUS (SEE S-2 FOR
SIZE) EDGE BEAM SPLICE
4)#10X4"-MIN.
NTOSCREW BOSS -------- --- ---
2"X_"X0.050"UPRIGHT
(SEE S-2 FOR SIZE)
— 2"X2"X3"X 0.62"
(4) #10X4" SMS THRU I I AN W/ (2) #12X
EDGE BEAM INTO I I 3/4" I LEG
POST SCREW BOSS
EDGE BEAM SPLICE
$ ROOF PANEL TO EDGE BEAM CONNECTION DETAIS
$_3 SCALE:NTS
OPTION #1 OPTION #2
(4)#10 x 1 Y2" SMS RECEIVING CHANNEL
INTO SCREW OR ANGLE EA. SIDE (typ)
BOSSES S(.0625" THICKNESS)
2"X2" OR 2"X3" (2) #10x 3/4" SMS
PURLIN OR GIRT (typ) EA. LEG)
(TOTAL 6 SCREWS R.C. (8)
SCREWS ANGLE EA.
CONNECTION)
H PURLIN OR GIRT TO BEAM OR POST DETAIL
$_3 SCALE: NTS
HINGE LOCA
(4) #10 X 3/4" SMS
FASTENING SECONDARY
ANGLE TO COLUMN (TYP
EACH SIDE)
(B) -3/8" 0 CONCRETE SCREW
ANCHOR INTO SECONDARY
ANGLE(TYP EACH SIDE) (SEE
TABLE)
ANCHORSPA -
(MIN) (TYP)(SEE TAB
Column
Size
3/8" 0
Concrete Screw
Anchor
B
Min. Spa
2X3
2x4
3
2x5
1
3
2x6
1
4
2x7
1
5
2x8
2
3
2x9
2
4'
2x10
1 2
2" x 2" EXTRUSION
HINGE LOCATIO
HINGE LOCATION
UPRIGHT
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
O O (TYP EACH SIDE)
O 1" X 2" BASE MEMBER
(TYP EACH SIDE)
(1) - 3/8" 0 CONCRETE SCREW
Q ANCHOR INTO PRIMARY
ANGLE AND @ 1/4" 0 CONCRETE
3" (MIN) SCREW ANCHOR @
24" O.C. BETWEEN COLUMNS
(TYP EACH SIDE)
NOTES:
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" 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 ITW RED
HEAD® LDT 3/8" 0 STAINLESS STEEL CONCRETE SCREW. OTHER SIZE
OR TYPE OF ANCHORS SHALL NOT BE USED.
4.2X2W/1X2 CORNER POST SHALL REQUIRE SAME BASE
CONNECTIONS AS 2X3 SHOWN IN TABLE.
2" x 3" OR LARGER UPRIGHT TO CONCRETE W WO PAVER DETAILS
$-3 SCALE:NTS
DOOR
2" x 2" EXTRUSION
NOTES:
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (3) #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 (3)#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
S _ 3 SCALE:NTS
2" x _" MEMBER
(SEE SHEET S-2 FOR SIZE)
EAVE MEMBER ATTACHED TO 1"X2"
OPEN BACK W/ (4) #10X2" SMS THRU
SCREW BOSSES (typ)
1"X2"X0.045" OPEN BACK
ATTACHED TO HOST W/ 1/4"0 X
2-3/4" EMBEDMENT MASONRY
SCREW 3" FROM END &@ 24" O.C. OF
WOOD USE IDENTICAL SIZE LAG)
S2
S-3
HOST STRUCTURE
EXISTING MASOP
WALLGROUTED
SOLID OR WOOD
@ CONNECTION
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
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
W ebsite-www.fbcplans.com
C.O.A.429054
FORM HEADER OR DATE: 2-20-2018
INGCHANNEL
DRAWN BY: TLK
#10 SMS ATEACH RISER REVISION: DATE:
r—FOR PAN OR #10 SMS @ RO 1 DATE: 3-13-2018
8' O.C. FOR COMPOSITE PANEL
RO 2
SOLID ROOF RO 3 -
RO 4
PROJECT ADDRESS:
SCHURMANN
1-1/4" #10 SMS @ 8" O.C. 233 OLSON AVE
(MIN) FOR COMPOSITE PANEL FORT PIERCE, FL 34946
(2) #10 SCREWS PER 12"
WIDTH CONNECTING
OR BACK OF PAN)PAN TO HEADER BOTTOM CONTRACTOR:
(2) #10 X 2" SCREWS PER 12" WIDTH CONNECTING K & S INDUSTRIES, INC.
HEADER OR CHANNEL TO FASCIA. 1379 SW BILTMORE ST.
S1 ROOF PANEL TO FASCIA CONNECTION DETAILS PORT ST LUCIE, FL 34983
$-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