HomeMy WebLinkAboutPLANSGeneral 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 FIBERIAESH.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRAD
60 (60 KSI MIN.) DEFORMED BARS, 43 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 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, 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".
4YROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
C. ALUMINUM:
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-TS 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
U ALUMIIM 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 6rh
EDITION ( CHAPTER 16 STRUCTURAL -DESIGN & CHAPTER 20
IN ALUMUM).
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 010 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING 412 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 & #IOX 1/2" EMBEDMEaNT SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
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 BTA
OL•i_ __.S TO BE ASTM A 325, PLATED WITH SNDARD
FLAT WASHERS AND NUTS.
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HRTL RA WL,
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
E 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
v. 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 MINDAUM CENTER -TO -EDGE SHALL BE I/2"
UNLESS NOTED OTHER WISE.
E. REFERENCE STANDARDS:
ASTM E 119
ASTM E 1300
CURRENT ASCE7
CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC.
FOR ALUMINUM PART I -A, & 1-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A185
FLORIDA BUILDING CODE 6rh EDITION (CHAPTERS 16, 20 & 23).
. ABBREVIATIONS:
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
1. 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 -FAR HOME. IF
THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4714
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
ING
BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 6rh
EDITION R 4501.17IN 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.
DESIGN DATA:
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST):
NOMINAL DESIGN WIND SPEED V1d:
2. RISK CATEGORY:
3. WIND EXPOSURE:
4. WIND LOADS:
SCREEN ROOF: N/A
SCREEN WALLS: 43 PSF
SOLID ROOF,(MWFRS): 36 PSF
JUL 2 6-'q4;9
ST, Lucie County,
ISO MPH
116 MPH
I
C
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR I8X14X0.013
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVELOAD:
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"X04024" ELITE EPS COMPOSITE PANEL ROOF 2Ib FOAM
DENSITY, FLORIDA PRODUCTAPPROVAL FL 756111-4
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"
3 x 3:-----------------------------------3„ x 3" x 0.125"
OPEN BACK SECTIONS
I x 2:---------------------------------------- 1" x 2" x 0.040„
1 x 3:-------------------------------------1" x 3" x 0.045"
SNAP SECTIONS '
2 x 2 SMS: --------------
------------------ 2" x 2" x 0.045"
2 x 3 SMS:--------------------------------2„
x 3"x 0.072„
2 x 4 SMS-------------------------------
2" x 4" x 0.045"
3 x 3 SMS:---------------------------------
3" x 3" x 0.090"
SELF MATING fSMB
2 x 4 SMB:--------------------- 2" x 4" x 0.044" x 0.100"
2 x S SMB:--------------------- 2" x 5" x 0.050" x 0.11B"
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 B SMBr--------------------- 2" x B" 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"
TUBE SECTIONS
2 x 2-------------------------------------2" x 2" x 0.090"
SCARY r-M
St- LucieCounty
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
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ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P
FLORIDA LICENSE: 38654
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineerir
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph#(813)7BB-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
W ebsite-ww W,fbcp)ans. com
C.OA. #29054
DATE: 6/20/2019
DRAWN BY: TLK
REVISION: DATE:
RO 1
I RO2 1 1
IRO3 I
Job# 190619283
PROJECT ADDRESS:
COHEN
631 WOODCREST DRIVE
FT PIERCE, FL 34945
::ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
NOTES
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CODE COMPLIANCE
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ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P
FLORIDA LICENSE: 38654
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
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-w .tbcplans.com
C.OA. #29054
DATE: 6/20/2019
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
CT ADDRESS:
COHEN
631 WOODCREST DRIVE
FT PIERCE, FL 34945
"ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
FLOOR PLAN
S-2
ALUMINUM AISER PAN
3"SOLID
(4) 410 SMS W/ 3/4"
ROOFPANEL
WASHERS PER 12" PANEL
#10X 4" SMS
-------------------------
-_--_----___-_---_--_--
Detail C2 - - - -
-
1-1/4- NEOPRENE
NASHER 8" O.C. PER
3"SOLID
ROOF PANEL
-
-_ -_2"X2"X3"X
0.62"
_
- - -__-
W/(2)#12X
-_ - -_
4AIKONTINUOUS
__ANGLE
-_ EDGEBEAM
3/4"EA. LEG
- -SLICE
I II #1OX4"SMSTHRU
EDGEBEAMINTO
2"X"X0.050"EDGE BEAM
POST SCREW BOSS
1"ONTINUOUS(SEE
S-2 FOR
ADDED TO EDGE
SIZE) EDGE BEAM SPLICE
BEAM W/(2) #10 X'
WSMS&TOEDGe II
(41#lOX 4"-MIN.—_--_—_---_—__—_----_--_
BEAM W/ X C IF I I I I
SMS 12- 12'C/CIF
INTO SCREW BOSS .. ..
---_—_--_--
.. .. - .. .. -
_—_----_--_
TRIBUTARY II I
---------
----__—__
BETWEEN POST
EXCEEDS 6'.6" OR
ISOMPH"C" II II
11
2"X_2XO.050"UPRIGHT
(SEE S-2 FOR SIZE)
2"X2"X3"X 0.62"
(4) 41OX4" SMS THRU
I ANGLE W/ (2) 4*12X
SIDE VIEW
EDGE BEAM INTO
3/4" EA. LEG
POST SCREW BOSS
EDGE BEAM SPLICE
�\
/ J
\ ROOF PANEL TO EDGE BEAM CONNECTION DETAIS
S_3
SCALE:NTS
2"x_END BEAM
(SEE SHEET 3-2 FOR SIZE)
2" x" END BEAM
ATTACHED T_O 1"XZ" OPEN
BACK W/ (4) #10 x 2"
THRU SCREW BOSS
(4) 410 X 3/4" EMS
FASTENING SECONDARY
ANGLE TO COLUMN MA
EACH SIDE)
(B) - CONCRETE SCREW
ANCHOR INTO SECONDARY
ANGLE(TYP EACH SIDE) (SEE 0 C
TABLE) O
O
ANCHOR''
Column
Size
1/4"& 3/8" 0
Concrete Screw
Anchor
B
Min. Spa
2x3-1/4"
0
0
2x4-1/4"
1
3"
2x5-1/4"
1
3"
2x6-3/8"
1
4"
2x7-3/8"
1
5"
2x83/8"
2
3
2x9-3/8'
2x10-318.
2
2
4'
4.5"
HINGE
EXISTING MASONRY
WALL GROUTED
SOLID 2" x 2" l
@ CONNECTION
1/4"0 X 2-3/4" EMBEDMENT
MASONRY SCREW 3" FROM
END & @ 24" O.C.
"X2" OPEN BACK
NOTE: WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAG SCREW
ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT
OF MASONRY ANCHOR SCREWS.
S2 END SEAM TO HOST STRUCTURE DETAIL
S-3 SCALE:NTS
HINGE
HINGE
SECONDARY ANGLE MIN
0.125" THICK (NOT
REQUIRED FOR 2X3
MEMBER)
PRIMARY 2" X 2"
X 0.125" ANGLE
(2) #SOX 3/4" SMS FASTENING
COLUMN TO PRIMARY ANGLE
(TYP EACH SIDE)
1" X Z" BASE MEMBER
(TYP EACH SIDE)
(1) - CONCRETE SCREW (SEE
'd TABLE) ANCHOR INTO PRIMARY
ANGLE AND .@.1/4" 0 CONCRETE
3" (MIN) SCREW ANCHOR @
24" O.C. BETWEEN COLUMNS
NOTES: (TYP EACH SIDE)
1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE IX2.
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 LISTED
ON S-1, D.FASTENERS, OTHER BRAND& TYPE SHALL BE APPROVED
BY ENGINEER
4.2X3 W/IX2 CORNER POST SHALL REQUIRE SAME BASE
CONNECTIONS AS 2X4 SHOWN IN TABLE.
2" x 3" OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS
S_3 SCALE:NTS
DOOR
x 2" EXTRUSION
NOTES:
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (3) 910 x 5/6" 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/912 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM
END OF THE UPRIGHT.
(TYPICAL SCREEN DOOR CONNECTION DETAIL
S-3 SCALE: NTS
OPTION #1
OPTION #2
2"XZ" OR2"X3"J
I 0.062" ALUMINUM INTERNAL OR
MEMBER
EXTERNAL RECEIVING CHANNEL
LBEAM
W/(4)#10X3/4"INTO INTO
OR UPRIGHT. (2) 414X 3/4
EA.LEGINTO GIRT ORPURLIN -
(0.062" ANGLE CLIPS W/ (2)
#140/4" SMS EA LEG)
UPRIGHT OR BEAM -SNAP
OR SELF MATING OR
HOLLOW
L H PURLIN OR GIRT TO BEAM OR POST DETAIL
S 3
SCALE: PITS
BREAK FORM HEADER OR
RECEIVING CHANNEL
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.
FLORIDA LICENSE: 38654
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineeril
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.fb cplans.com
C.OA-#29054
DATE: 6/20/2019
#10 SMS AT EACH RISER
DRAWN BY: TLK
OR PAN OR #10 SMS @
8' O.C. FOR COMPOSITE PANEL
REVISION:
DATE:
° OLID ROOF
RO 1
RO 2
RO 3
RO 4
d
Job# 19_0619_283
#IO SMS POSITS
FOR COMPOSITE PANEL
PROJECT ADDRESS:
(2) #10 SCREWS PER 12"
WIDTH CONNECTING
C13HEN
631 WOODCREST DRIVE
PAN TO HEADER(BOTTOM
FT PIERCE, FL 34945
OR BACK OF PAN)
(2) 1/4' MASONRY ANCHORS
PER 12" WIDTH CONNECTING
CONTRACTOR:
HEADER OR CHANNEL TO HOST.
K & S INDUSTRIES, INC.
51 ROOF PANEL TO FASCIA CONNECTION DETAILS
S 3 SCALE:NTS
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
REVIEWED FOR
DETAILS
CODE COMPUANCE
S - 3
BOCC