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1. PROPERTY ADDRESS. 2016 N. W. LAUREL OAK LANE NOT A BOUNDARY SURVEY NOTES: Date of rre►d survey. _ -
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2. CER77FIED TO: - SPECIAL PURPOSE SURVEY TO SHOW LOCA770NS 1. Survey of description as furnished -by Client. IN THE REAR OF TrIE PROPERTY. 2. Lands shown hereon were not abstracted for easements and/or
rights —of —way of record. _
UTEPLO J. Aft bearings ore referenced to the denterNne_of N.W. Laura! Oak Lone
STE, PH J. BR WNI INCH platted as N8546'04'E. all others relative thereto.
4. Elevations shown hereon- are relative to North American Vertical
*'�i sE'Eri err Datum of 198$ and are based on bench mark.
5. There are no above ground encroachments, unless otherwise shown.
6. The National Flood Insurance Program designation as Indicated on
the F.EM.A. Map No._12111C 0410J . doted Of
locates the parcel In Zone 1[. base flood elevation N/A feet, subject
HEN J. BR P % >'1bR:hND MAPPER to any scaling and interpolation factors associated with mopping of this
REGISTRATI N 9 _ ' rfi :Q}7 [ RIDA accuracy. 'This data Is an Interpretation by the surveyor
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4d ���� as a courtesy. The flood zone(s) should be verffled by a determination agency.
f/11•Lan `�' ,_ 7. Underground foundations do utilities not located unless shown.
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S.J.B.
CHEVAIM
S.J.B. -
' DATE-
_ 08 02 2017
-
SCALE
JOB No.
5961-17-01-"_
SHEET
ON5
4 Q
GENERAL NOTES
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2014 FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2. ASCE 7-10. & SE17
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. AC1318 CONCRETE REFRENCE MANUAL.
5. PCI PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35 & AA ADM 1
WIND LOADS:
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 150
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B
3. SCREENED ROOF ENCLOSURE FBC 2014 CH. 20 TABLE 2002.4
CONCRETE & FOUNDATION DESIGN:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER
IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
I. PORTLAND CEMENT TYPE 1 - ASTM C 150
II. AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33
III. AIR ENTRAINING +/- 1 % - ASTM C 260
IV. WATER REDUCING AGENT - ASTM C 494
V. CLEAN POTABLE WATER
VI. OTHER ADMIXTURES NOT PERMITTED
B. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS - ASTM A615, GRADE 60
II. WELDED WIRE FABRIC - ASTM A185
C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
D. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WHEATHER RECOMMENDATIONS.
E. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE
SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE
FBC.
G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING,
SPALLING & OTHER DETERIORATION. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION.
3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING,
DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN.
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS.
4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5
REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL).
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE
NOTED.
ALUMINUM SPECIFICATIONS:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE SPECIFIED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH BE PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS:
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2-OR BETTER
ZINC PLATED.
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAG
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
SPECIFIED.
4. 1 "X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE VX2" INSTALLED THROUGHOUT AN "OPEN VIEW'
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
MASONRY SPECIFICATIONS:
1. 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 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.
MISCELLANEOUS:
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4101.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. 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 SEPERATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
RESPONSIBILITIES:
1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
1- 1Z-0ZZ3
ST. LUCIE CO TV EUILDENTC D"r.TC N
REVIEWED FOR C L E
REVIEWED BY Id
DATE t
PLANS AND E. 'yIIT I;IUST BE KEPT ON J013
OR NO INSPE ION WILL BE ?MADE.
FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS.
FOR "PICTURE WINDOW' MODIFICATION TO EXISTING SCREEN
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.
LEGEND: (ALL MAY NOT APPL
SCR = SCREEN
KIP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
O = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"x0.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"0.044"
2 x 5: 2"x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"x0.044"
1 x 3: 1 "x3"x0.044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"4.045"
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2"x6"x0.050"0.120"
2 x 7 SMB: 2"x7"x0.057"x0.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2N10"x0.092"x0.398"
NOTE: AS INDICATED AOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
.ED FASTENERS OR ATTACHM
THE RESPONSIBILITY OF THE
'ONTRACTOR OF RECORD
IE PLANS AND ALL PROPOSED
SUBJECT TO ANY CORRECTIOI
ABED BY FIELD INSPECTORS 1
BE NECESSARY IN ORDER TO
PLY WITH ALL APPLICABLE CO
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IE S16N IUAT E: 11 /27/2017
REVISION 1: DATE PAGE:
REVISION 2: DATE
SCALE: NTS
GENERAL NOTES AND SPECIFICATIONS:
1-THE STRUCTURES INDICATED HERIN ARE DESIGNED TO BE INSTALLED
WITHIN MASONRY OR WOOD FRAME HOST STRUCTURES OF ADEQUTE
STRUCTURAL CAPACITY. THE CONTRACTOR SHALL VERIFY THAT THE HOST
STRUCTURE IS IN GOOD CONDITION AND OF SUFFICIENT STRENGTH
TO SUPPORT THE PROPOSED ADDITION.
2-ALUMINUM EXTRUSIONS SHALL MEET THE STRENGTH REQUIREMENTS
OF ASTM B221 AFTER POWDER COATING.
3-ALL ALUMINUM EXTRUSIONS ARE TO BE A MINIMUM 6063 T6
DESIGN STATEMENT:
THE INDICATED SCREEN/GAURD RAILING SYSTEMS USE LOADS FROM
SECT 1607.7 OF THE FLORIDA BUILDING CODE 2014-5TH EDITION
APPLICABLE CODES, REGULATIONS & STANDARDS:
1.THE 2014 FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23, WOOD AND
AA ASM 35 and AA ADM 1
2. ASCE 7-10.
LIVE LOADS PER TABLE R301.5
GUARDRAILS AND HANDRAILS - 200 PSF, A SINGLE CONCENTRATED LOAD
APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP
GUARDRAIL IN -FILL COMPONENTS - 50 PSF
(4) #10 X 1.5" SMS
INTO SCREW BOE
(INTERNAL) �\
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL W/ (4) #10 X .75"
INTO GIRT OR PURLIN AND (2) # 14 X .75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAY BE USED
PURLIN, GIRT UPRIGHT, BEAM - SNAP,
HEADER OR SELF MATING OR HOLLOW
SILL
GIRT OR PURLIN TO BEAM OR
POST DETAIL SCALE: NTS
DETAIL C
1-10'-811-11 23'-6"
1 X2 (TYP.) m I m 1 X2 (TYP.) m
X U) X X U) U)
IT Iq
ao 2X2 (TYP. N N 2X2 (TYP.) N
II 1 X2 (TYP III - I 1 X2 (TY
I _5'-4" - 5'-41 - f 7'-10" 7'-10"
INSTALLATION NOTES:
1-FASTEN PERIMETER TO WD FRAMING W'1/4"X2-1/2" GALV
LAG BOLTS 24" O/C AND WITHIN 6" OF INTERSECTING MEMBERS
AND JOINTS.
2-FASTEN PERIMETER TO MASONRY W1/4" X 2-1/4" TAPCON
24" O/C AND WITHIN 6" OF INTERSECTING MEMBERS AND JOINTS.
NOTE: ANCHORS INTO HOST SHALL HAVE A (MIN.)
EMBEDMNET OF 1-1/4" (TYP.)
1x2 PERIMETER
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VARIES
FOR SCREW ME &INSTALLATION
OF THE WINDOWS SEETHE
SEE PLAN
MANUFACTURER DETAILS
ATTCHED TO THIS PACKAGE
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PERIMETER
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ASSEMBLY NOTES:
1-FASTEN PERIMETER MEMBERS AT CORNERS (INTERNAL) W/(2)
#10 X 1-1/2" SMS INTO SCREW BOSSES
2-FASTEN CHAIR RAIL (INTERNAL) TO PERIMETER W/(4) #10X1-1/2"
SMS INTO SCREW BOSS OF CHAIR RAIL.
ALTERNATELY DETAIL C.
CHAIR RAIL
SEE INSTALLATION NOTES FOR ANCHORAGE
FIG 1
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DESIGN DATE:
11/27/2017
REVISION 1:
DATE
PAGE:
REVISION 2:
DATE
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SCALE:
NTS
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