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THIS SURVEY' IS` ADE fOR MORTGAGE " . D' T1TLE 'PURPOSES `ONLY' AN ;SHOULD .`.NOT `BE'':USE FOR DESIGN `OR ..'CONSTRUC710N PURPOSES. :
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1.UNLESSOTHERWISENOTEDFIELOMEASUREMEMTSAREBIAGREEMENTWRHRECORD.MFJ�SUREMENTS TjTjS•:lS t0 Certlf� tF1Gt thi3 above ground sketch of boynda�y survey was made .under
2. BEARINGS SHOWN HEREON ARE,BASED QN A BEARING OF N45°22 &E ALONG THE NORTHWESTERLY.LINE CQT '•
65,PLATBOOK43,PAGE33,ST;'LUCIE000NTYRECORDS. `; ., l my. reSPOnsible;Ch,arg.P,.. and 1S accurate:.and, correct to.i:the best: of my.knowledge and ;;
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3.THELANDSSHOWNHEREONWERENOTASSTRACTEDFOROWNERSHIPRI9.1i S.WAYr-:'- MENTS,OR lielief.,I further,•certify,that this.,,sketch .meets theStandards of Practice, established ,
OTHERMATTER$OFRECORDg.BYACCURATELANDSURVEYORS INC Ijy 1le.Board..'.Of' Professional SUr,V2'yOfS Ofid..MOPPerS,.�+haPteG,5J=1%, FIOFIdO 1, :' 1,i
4.,OVVNERSHIPOFFENCESANDNfALLSI:ANYNpT7DETERMINED `1` �'='t AdriiinistratlVe. C:OdeS- jiursuant to 'current 'Section. 472.027, Florida Statutes
5. THIS DRAWING IS THEPROPERTY OF ACCURATELAND SURVEYORS: INC. AND SHALL,NOT BE USED FOR '
II
REPRODUCT;IQN IN WHOLE oFON PART wriFiOUT-WRITTEN AUTHORVATION.:.' . I ' I - -
6. THIS SURVEY. CONSISTS OF A'MAP AND, TEXT REPORT. ONE IS NOT VALID WffHOUT THE OTHER. -
7. THIS SURVEY IS MADE FOR THE EXCLUSIVE ttSF OF THE CERTIFIED HEREON 7Q BE VALID ONE YEAM2 FROM THE .
DATE OF SURVEY AS SHOWN. 't "; • , ' ``
8. THE FLOOD ZONE INFORMATION SHOWN HERE&IS FOR THE OWELfABLE STRUCTURE ONLY UNLESS I'.
�Eq<9.
OTHERWISE INDICATED
I.
Not valid without
9: THE LOCATION OF OVERHEAD UTILITY LINES AI4E APPROXIMATE IN NATURE DUE TO THEIR PROXIMITY ABOVE - the signature ,and the
. .
. REVISIONS : ; '' DATE I BY �ra Florida L c nsed f
. _ / "�`'.;a�2�� 11-I(.`/.8 Surveyor.
. ... - i
ROBERT IL :`THOMPSON (PRESIDENT) and Mapper.
. � .,PROFESSIONAL SURVEYOR -AND MAPPER No.3869' - STATE OF FLORIDA . :
DATE OF'SURVEY ' . DRAWN BY ; ^ . CHECKED BY FIELD BOOK E 1 a=ZOO SKETCH SU- _
0�=12-t6 o.I.W. C.C.C. 18-o466 . . SCAL NUMBER 18 04I
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SCREENED WALLS & BALCONIES
NOTE #1: USE 14"0 X 3" LONG LAGS INTO WOOD
---HOST AND X"O X 214" LONG CONCRETE SCREWS
INTO CONCRETE OR MASONRY CONSTRUCTION (1-
EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND
WITHIN 4* OF EACH PERPENDIC R MEMBER
0 0 HOST STRUCTURE ELE NTS
1-X2- OB 0 PERIMETER
V) FASTEN PER NOTE #1
< \�FASTEN POST END P R
> DETAIL C7 AND TA 304
ADDITIONAL GIRTS SHALL BE ADDED
TO MAINTAIN A AXIMUMVERTICAL
SPACING FOR H RIZONTALS OF 84"
POSTS SIZ D PEA,- TABLE 304
BY WIND ONE
Z g'IR R L (GIRT) - SEIJ BY WIND
0 F, OM TABLE 303
_j
< PO S SIZED PER TABLE 304
BY NO ZONE
z
LLI
z '—KICKPLATE RAIL (GIRT) - SELECT BY
'T' i WIND ZONE FROM TABLE 303
U.1
SOLID KICKPLATE TIONAL)
FASTEN POST 0 PER
DETAIL C7 AND BLE 304
1X2 08 SOLE PLATE U �ESS NOTED OTHERWISE, FASTEN
TO FLOOR OR FOUNDATIOV W/ 1/4"0 FASTENERS 2"
0 NOTE #1)
EMBEDMENT 0 24" O.C. EFER TO N
J
2" MINIMUM
\ �e :.• U41DATION OR BALCONY
TYPICAL SECTION SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF)
@ COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM A�sscctAnON OF FLORIDA, INC.
RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA
5hv&urol yam1650 South Obde Highway CHAPTER: 3
2100 W. 76th SIRW, SUffr 311 Soca-Raton, Florida 33432
• WALEM. FLORtDA =10 info@aaof.org PAGE: 4 OF: 20
OFFICE (305) 822411411. FAX VOICE. (501) 362-9019 FAX (ss1)3s5as5T REVISION:
December 14,2001 1.
SCREENED WALLS & BALCONIES
2X3 COLUMN:
SHOWN 'SIZEi COLUMN"'
PER..' TABLE`.302,.- OR''304'
SCREEN (OR
KICKPLATE)
1/4000 icoNCR
:.ANCHOR,)
W/20' EMBEDMENT ,( TYPICAL
2" MINIMUM F2 MINIMUM
I'/
4
C 1
COLUMN FOONbATIdt4 '6S NING FOR I non rewnimn i /111�cl
LOAD CONDITION 1 . --(NON-S . H A�ED . AREA OF- POST.- TIKE)
2X3 COLUMN SHOWN SIZE COLUMN
PER TABLE 30.2 OR 304
2"X2"X1/8- ANGLE EACH SIDE -
3/8" DIA CONCRETE ANCHOR
W/2" EMBEDMENT (MIN.) (TYPICAL)
SCREEN (OR
KICKPLATE)
2 EACH #14 SMS EACH SIDE
(1 " O.'C. MIN.)
MINIMUM
C'4
COLUMN FOU /A-nnON FASTENIN-G-FOR LOAD CONDI ON 2 �C2
LOAD CONDIT19 Iq #2 (SHADED AREA OF POST TABLE)
NOTES:
1) COLUMN BE LARGER THAN 2X3 FOR- THIS CONNECTION.
To
2) COLUMN M /ZE BE DETERMINED BY TABLE 302 WHEN POSTS MUST UPPORT GUARDRAIL
3 L
AND TABLE 304 WHEN SUPPORTING SCREEN ONLY COLUMN TABLES
COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRrTTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA. INC
RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA CHAPTER: 3
. 5itudurol Dr�ign to 1650 South Di)de Highway
2100 W. 76th STREEr. stirrE 311 F Boca Raton, Florida 33432 PAGE: 5 OF: 20
. N&N.M. FLORIDA 33016 1*@aaaf.org
OFFICE. (WS) 8224141 FAX (30�18P-311611 R (561) 362-9019 jl
VOICE. FAX, V lly 395459 REVISION: December 14,2001
DRAB VING INDEX a (''S�i c) L4
I-Sr;;Q, T SHEET TITLE
01 GENERAL NOTES
02 STRUCTURE PLAN
03 SUPPLEMENTAL DETAILS
VIARCANTONIO PROPERTY
6218 ARLINGTON WAY, FORT PIERCE, FL. 34951
C. MATERIALS
GENERAL NOTES 1.0 CONCRETE / FOUNDATION
A. DESIGN CRITERIA 1.1 SOIL
1.1.1 ASSUMED SOIL BEARING PRESSURE: 1500 PSF
1.0 REFERENCED STANDARDS 1. 1.2 PRIOR TO CONCRETE PLACEMENT, TREAT ENTIRE
1.1 FLORIDA BUILDING CODE, 6TH EDITION(2017) SUBSURFACE FOR TERMITES IN ACCORDANCE WITH
1.2 ASCE 7-10 F.B.C. REQUIREMENTS FOR SUNROOMS. NOT REQUIRED
1.3 ASTM SPECIFICATIONS FOR CONCRETE FOR EXTERIOR SCREENED ENCLOSURES.
1.4 ACI 318-LATEST EDITION FOR STRUCTURAL CONCRETE 1.1.3 CONCRETE PLACED OVER A POLY VAPOR SHIELD WHERE
1.5 ADM 2015 APPLICABLE.
1.6 AA ASM35, AA ADM 1 1.2 CONCRETE
2.0 DESIGN LOADS 1.2.1 ALL CONCRETE SHALL BE 3000 PSI MINIMUM.
2.1 DEAD LOADS: MEMBER SELF -WEIGHT 1.2.2 CONCRETE SHALL CONFORM TO ASTM C94 FOR:
2.2 LIVE LOADS: 300 LB VERT. LOAD ON PRIMARY MEMBERS 1.2.2.1 PORTLAND CEMENT, TYPE 1 - ASTM C150
200 LB VERT LOAD ON PURLINS
2.3 DESIGN WIND SPEED PER F.B.C., CH. 16 LATEST EDITION
Vult: 150 M.P.H.
Vasd: 116 M.P.H.
2.4 RISK CATEGORY: 1
2.5 EXPOSURE CATEGORY: B
2.6 BUILDING TYPE: PARTIALLY ENCLOSED GCpi = +/- .55
2.7 SOLID ROOF COMPONENT & CLADDING DESIGN PRESSURES (asd):
ZONE 1: +16.5 / -29.8 PSF
ZONE 2: +16.5 / -38.0 PSF
ZONE 3: +16.5 / -45.2 PSF
2.8 WIND LOADS PER F.B.C. TABLE 2002.4 (MWFRS)
FOR 20x2OxO.O13" MESH SCREEN:
HOR PRESSURE ON WINDWARD SURFACES: 31 PSF
HOR PRESSURE ON LEEWARD SURFACES: 22 PSF
VERT PRESSURE ON SCREEN SURFACES: 09 PSF
VERT PRESSURE ON SOLID SURFACES: 25 PSF
2.9 FOR 18xl4x0.013" MESH SCREEN, APPLIED FACTOR: .88
2.10 FACTOR APPLIED TO ALLOWABLE STRESS -DESIGN- ----
PRESSURES: .6
1.2.2.2 3/4" AGGREGATE MAXIMUM - ASTM C33
1.2.2.3 AIR ENTRAINING, +/- 1% - ASTM C260
1.2.2.4 WATER REDUCING AGENT - ASTM C494
1.2.2.5 CLEAN POTABLE WATER
1.2.2.6 OTHER ADMIXTURES SHALL NOT BE PERMITTED
1.2.3 ALL SLABS ON GRADE SHALL BE 4" THICK 1VIINIMUM
1.3 REINFORCEMENT
1.3.1 FIBERMESH (3/4" PER CU. YD.) MAY BE USED IN LIEU OF
WELDED WIRE MESH IF APPROPRIATE ACI AND ASTM
REQUIREMENTS ARE NET.
1.3.2 METAL WELDED WIRE MESH (WVITM) SHALL CONFORM
TO ASTM A185.
1.3.3 STEEL REINFORCEMENT SHALL BE ASTM A615 GRADE 60
WITH Fy = 60 KSI (U.O.N.)
1.4 PREPARE AND PLACE CONCRETE IN ACCORDANCE WITH ACI
MANUAL STANDARD PRACTICE PARTS 1,2 & 3 ALONG WITH
HOT WEATHER CONDITION RECOMMENDATIONS.
1.5 IF UTILIZING AN EXISTING SLAB/FOOTING, CONCRETE SLAB
SHALL BE A MINIMUM OF 4" THICK AND VISIBLY FREE OF
_DETERIORATION, SPALLING OR EXCESSIVE CRACKING.
CONTRACTOR TO VERIFY THAT EXISTING FOOTING IS A -
MINIMUM OF 12" WIDE AND 8" DEEP BELOW EXISTING SLAB.
B. RESPONSIBILITIES
IF NOT, SEE FOOTING DETAILS FOR FOOTING DESIGN
1.0 A LICENSED CONTRACTOR SHALL
MINIMUM REQUIREMENTS.
PERFORM ALL SITE WORK IN ACCORDANCE WITH APPLICABLE
2.0 ALUMINUM
BUILDING CODES, LOCAL ORDINANCES, ETC.
2.1 ALL STRUCTURAL ALUMINUM SHALL BE MIN:
2.0 CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISITNG
2.1.1 EXTRUSIONS: 6005 T5 ALLOY
FIELD CONDITIONS AND DIMENSIONS PRIOR TO
2.1.2 TUBES: 6063 T6 ALLOY
COMMENCEMENT OF DEMOLITION, CONSTRUCTION AND/OR
2.2 STRUCTURAL ALUMINUM DESIGN SHALL CONFORM TO
FABRICATION. THE CONTRACTOR SHALL VERIFY THAT THE HOST
"PART 1-A - SPECIFICATIONS FOR ALUMINUM STRUCTURES -
STRUCTURE/FOUNDATION IS IN GOOD CONDITION WITH
ALLOWABLE STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS
SUFFICIENT STRENGTH TO SUPPORT PROPOSED STRUCTURE.
FOR ALUMINUM STRUCTURES - BUILDING LOAD AND
THE ENGINEER OF RECORD IS TO BE CONTACTED IN. WRITING
RESISTANCE FACTOR DESIGN" OF THE LATEST ALUMINUM
FOR CLARIFICATION IF DISCREPANCIES ARISE.
DESIGN MANUAL.
3.0 THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND
2.3 PROVIDE DIELECTRIC SEPARATION WHERE ALUMINUM COMES
METHODS ASSOCIATED WITH WORK TO BE COMPLETED. THIS IS
IN CONTACT WITH STEEL OR PRESSURE TREATED LUMBER
TO INCLUDE ALL SHORING AND/OR BRACING REQUIRED FOR
2.4 ACTUAL WALL THICKNESS OF EXTRUDED ALUMINUM
COMPLETION OF PROJECT.
MEMBERS SHALL NOT BE LESS THAN 0.040 INCH
4.0 THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF
2.5 SELF -MATING BEAM SECTIONS TO BE STITCHED WITH #12 SMS
COMPONENTS, FIXTURES, OPENINGS, AND LANDSCAPING ON
SPACED AT 6" ON -CENTER FROM THE ENDS AND 24"
THE SITE WHICH ARE NOT INCLUDED WITHIN THE SCOPE OF
ON -CENTER THROUGHOUT THE REMAINDER.
THIS PROJECT. IF DAMAGE OCCURS TO ITEMS NOT INCLUDED
2.6 MINIMUM THICKNESS FOR FORMED SHEET ALUMINUM
WITHIN THE SCOPE OF THIS PROJECT, THE CONTRACTOR IS
STRUCTURAL WALL PANELS (KICK -PLATES) SHALL BE 0.024".
RESPONSIBLE FOR RETURNING THAT ITEM TO ITS PREDAMAGE
2.7 18xI4x0.013" MESH SCREEN SHALL BE USED UNLESS APPROVED
CONDITION.
BY THE ENGINEER OF RECORD.
5.0 THESE DRAWINGS AND DETAILS HAVE BEEN PREPARED AND
2.8 ROOF BRACING SHALL BE A MINIMUM OF 2"x2"x0.050"
ENGINEERED BASED ON INFORMATION PROVIDED BY THE
2.9 DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR AND/OR MANUFACTURER. CONTRACTOR SHALL
CONTRACTOR.
NOTIFY THE ENGINEER OF RECORD IN WRITING PRIOR TO
2.10 FOR PICTURE WINDOW MODIFICATIONS TO EXISTING
CONSTRUCTION IF THERE ARE DISCREPANCIES WITH THE PLANS
SCREEN ENCLOSURES, THE CONTRACTOR SHALL VERIFY
OR EXISTING SITE CONDITIONS THAT NEED TO BE ADDRESSED.
THE EXISTING SCREEN ENCLOSURE IS IN STRUCTURALLY
SOUND CONDITION AND MEETS THE REQUIREMENTS OF
THE DETAILS WITHIN THESE PLANS.
2.11 IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, TF
ENCLOSURE SHALL MEET THE FLORIDA BUILDING CODE
RESIDENTIAL SECTION R4501.17 RESIDENTIAL SWIMMIN(
BARRIER REQUIREMENTS IN ITS ENTIRETY.
2.12 SCREEN ROOM ALUMINUM ROOF SECTIONS (CO), V-8
OR PAN SHALL BE SELECTED/DESIGNED FOR
PRESSURE STATED WITHIN THE WIND LOAD pgWTC
THESE GENERAL NOTES. THE SELECTION SE ROO;
SECTIONS WAS BASED ON THE SPAN TABI.:S BLISHEL
AND CERTIFIED BY INDEPENDENT FLORIDA dglrs
ENGINEERS WITH THE UP-TO-DATE N.O.A- ; Z j
3.0 FASTENERS :10 W
3.1 ALL FASTENERS SHALL COMPLY WITH AS t4 o-
3.2 ALL CONCRETE SCEWS SHALL BE.TAPCON,� O' Y_, Hil
REDHEAD OR APPROVED EQUAL.
3.3 ALL LAG BOLTS SHALL HAVE A MIN. EMBED
INTO STRUCTURAL FRAMING.
3.4 USE STAINLESS STEEL TYPE 300 18-8 FOR FASTENERS
CONNECTING ALUMINUM COMPONENTS OR PRESSURE
TREATED LUMBER, UNLESS OTHERWISE NOTED ON PLAIT
OR MANUFACTURER OF GALVANIZED BOLTS SPECIFIES F
USE WITH ACE PRESSURE TREATED WOOD.
3.5 THE MIN CENTER TO CENTER SPACING FOR SMS SHALL 1
3/4" AND THE MIN CENTER TO EDGE DISTANCE SHALL BF
1/2" UNLESS OTHERWISE NOTED.
3.6 FOR Ix2 MEMBERS TO MASONRY/CONCRETE USE
GALVANIZED 1/4"x2-3/4" TAPCONS OR SIMILAR AT 18" O.0
3.7 FOR 1 x2 MEMBERS TO WOOD FRAME USE
914x2-3/4" WOOD SCREW AT 18" O.C. (TYP.)
3.8 FOR lx2 MEMBERS TO ALUMINUM USE #10xl-1/2" SMS
OR TEK SCREWS AT 18" O.C. (TYP.)
3.9 FOR Ix2 MEMBERS INSTALLED THROUGHOUT AN "OPEN
VIEW" OR "PICTURE. WINDOW" ASSEMBLY, THE
FASTENER SPACING -SHALL BE REDUCED TO 12"O.C--. MA:
ALUMINUM EXTRUSION DIMENSIONS
HOLLOW SECTIONS
2x2
2"x2"x0.050"
2x3
2"x3"x0.050"
2x4
2"x4"x0.050"
2x5
2"x5"x0.050"
OPEN -BACK SECTIONS
I x 2
1"x2"x0.044"
1 x3
I 1"x3"x0.045"
SNAP SECTIONS
2x2
2"x2"x0.045"
2x3
2"x3"x0.050"
2x4
2"x4"x0.045"
SELF -MATING
SECTIONS (SMB)
2 x 4
2" x 4" x 0.044" x 0.100"
2 x 5
2" x 5" x 0.050" x 0.118"
2x6
2" x 6" x 0.050" x 0.120"
2 x 7
2" x 7" x 0.057" x 0.120"
2 x 8
2" x 8" x 0.072" x 0.224"
2 x 9
2" x 9" x0.082" x 0.224"
2 x 10
2" x 10" x 0.092" x 0.374"
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CONTRACTOR:
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IMPROVEMENTS,
INC.
PROPERTY ADDRESS:
6218 ARLINGTON
WAY,
FORT PIERCE, FL.
34951
DATE:
04/ 17/2018
PROJECT NO:
A 18-032001
SHEET:
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NOTE:
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AND ENSURE CONCRETE SURFACE IS FREE
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CONTRACTOR:
TREASURE COAST
HOME
IMPROVEMENTS,
INC.
PROPERTY ADDRESS:
6218 ARLINGTON
WAY,
FORT PIERCE, FL.
34951
DATE:
04/17/2018
PROJECT NO:
A18-032001
SHEET:
S02
COLUMN VARIES. SEE SHEET
SECONDARY ANGLE MIN. 1/8"
'\ .� 02 FOR SIZING.
THICK W/ (2) #12 SMS INTO
2"x2"xI/8" ANGLE W/ (3) #120/4"
.6 COLUMN EA. SIDE (TYP.)
SMS EA. SIDE (TYP.)
3/8" CONCRETE ANCHOR (TAPCON
XL OR EQUAL) AT EACH ANGLE EA.
SIDE W/ MIN. 2-3/4" EMBEDMENT
INTO FOOTING (TYP.) o
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FOR WOOD: USE 114" LAG BOLT IN
(TYP. EA. SIDE)
LIEU OF TAPCON W/ MIN 2-3/4' EMBED
U 3" MIN. COVER
ll (TYP.)
2-1/2" MIN. SPACING
^ (TYP) COLUMN VARIES. SEE SHEET
SUBSTRATE j 02 FOR SIZING.
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SIDE VIEW
2"x2"xl/8" ANGLE W/ (2) #12x3/4"
SMS EA- SIDE (TYP.)
SECONDARY ANGLE MIN. 1 /8"
THICK W/ (2) #12 SMS INTO
COLUMN EA- SIDE (TYP.)
3/8" CONCRETE ANCHOR (TAPCON
XL OR EQUAL) AT EACH ANGLE EA.
SIDE W/ MIN. 2-3/4" EMBEDMENT
INTO FOOTING (TYP.)
1 "x2" OPEN -BACK BASE PLATE
ANCHORED TO FTG W/ 378" CONC
SCREW (TAPCON XL OR EQUAL) W/
MIN. 2-3/4" EMBED. CONC SCREW TO
BE INSTALLED 6" MAX FROM COLUMN
AND SPACED AT 24" O.C. MAX.
6" MAX.
(TYP.)
SUBSTRATE
FRONT VIEW
COLUMN TO FOUNDATION CONNECTION FOR 2x4 OR LARGER
SCALE: N.T.S.
EAVE RAIL PER PLAN
FASTEN JAMB TO INTERSECTING MEMBER W/410 SMS
TO LENGTH TO ENSURE 1-1/2" PENETRATION INTO SCREW
BOSS OF IAMB (TYP.)
___ __ ALTERNATE: FASTEN.044 RECEIVING CHANNEL
TO INTERSECTING MEMBEXW/ (4)-#10 SMS- -_
FASTEN JAMB TO RECEIVING CHANNEL W/
(2) #12x5/8" SMS EA SIDE (TYP.)
HEADER
FASTEN HEADER AT EA END W/ (4) # 1 Ox3" SMS THRU
JAMB INTO SCREW BOSS OF HEADER (TYP.) —
FASTEN ANGLE TO CONC W/(1) 3/8"x 3-1/2"
TAPCON. WHERE PAVERS ARE PRESENT
INCREASE LENGTH OF TAPCON TO ENSURE
PENETRATION INTO FND MIN 2-1/4".
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[a (INTERNAL) INTO SCREW BOSS OF JAMB
FASTEN DOOR JAMB TO lx2 BASE PLATE W/ (2)
#10 SMS THROUGH JAMBINTO SCREW BOSS OF
1 x2 (ENSURE PENETRATION INTO I x2 MIN 1")
MIN. 3000 PSI 6x6 - 10x10
CONC FTG/SLAB WITH
FW.W.M. OR FBERMESH (TYP.)
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INTO SCREW BOSSES I EXTERNAL RECEIVING CHANNEL (TYP.)
/� (0.062" ANGLE CLIPS MAY BE USED W/
/ (2) 9120/4" SMS EA. LEG)
2x2 / 20 MEMBER. / (q) # 1 Ox3/4" INTO BEAM OR
SEE PLAN ON SHEET J UPRIGHT (TYP.)
02 (TYP.) I (2) 9120/4" EA. LEG INTO
GIRT OR PURLIN (TYP.)
2 BEAM/POST TO GIRT/PURLIN CONNECTION
03 SCALE: N.T.S.
FASTEN COMPOSITE PANEL TO FRAMING
WITH 914x4" SMS W/1-1/2" NEO-WASHER
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3X3 EAVE RAIL FASTENED
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W/ (5) 91 OX2" SMS
EACH SIDE
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O.C. AROUND THE PERIMETER
SEE DETAIL 4/03
NOTE:
FOR NEW FDN/SLAB TO EXISTING FDN/SLAB,
DRILL A 1/2" DIA HOLE TO A DEPTH OF 6" INTO
EXISTING CONCRETE. PROPERLY CLEAN HOLE
AND ENSURE CONCRETE SURFACE IS FREE
FROM LOOSE AGGREGATE. FILL DRILLED
CAVITY W/ STRUCTURAL EPDXY TO PROVIDE A
MIN BOND STRENGTH OF 4000 PSI. EMBED A 12"
#3 BAR 6" INTO EXISTING CONCRETE. 93 BAR TO
BE SPACED AT T O.C. MAX
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6 LAP SPLICING DETAIL
03 SCALE: N.T.S.
#5 REINFORCING BAR
R 1-7/8"
10"
#5 STD. 90° HOOK
4"X0.044 HEADER FASTENED TO
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FASTEN PANELS TO HEADER
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p: (941)456-7535
e: admin@southsunengineering.com
w: www.southsunengineering.com
CONTRACTOR:
TREASURE COAST HOME
IMPROVEMENTS, INC.
PROPERTY ADDRESS:
6218 ARLINGTON WAY,
FORT PIERCE, FL. 34951
DATE:
04/17/2018
PROJECT NO:
A18-032001
(M TYPICAL DOOR JAMB/HEAD DETAIL
03 SCALE: N.T.S.
5 END WALL SECTION TO COMPOSITE PANEL ROOF
03 SCALE: N.T.S.
COMPOSITE PANELS ATTACHED TO MASONRY WALL
SCALE: N.T.S.
S03