HomeMy WebLinkAbout331 Red Rose Ln (3)Application No:
r FEB 13 201�
�Y CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Documented Construction Value: $ems
Job Address:. " E05.Q ��1 0 ��� 11� Historic District: Yes ❑ N
Parcel ID: a- I 1 - 3b 7T' O'3 `f� 3-20Z 1 1 Zoning:
Description of Work:
Plan Review Contact Person: Vf/ hnex- i ne Title:y P
Phone: i4D1-10SIZ- oto O`j Fax: — E-mail: k bree-K C (5�p so "41 .
Property Owner Information
Name % L 1 Phone:
Street:1 ja� -� 2 Resident of property?
�,Ij
City, State Zip: &t c��Yc� �a �"7
Contractor Information
Name _ rt 4, 0l taco Phone: 40- - (08g 0(.00S
Street: To
City, State Zip: n°-&�A� L5a-7-7
Fax:
State License No.: ckCO2Q:73-1
Architect/Engineer Information
Name:�i�A
Street: (44� P Ta M(' QYh t _— - llj
City, St, Zip: C+10L� L9-M--2.f(1 3� 8 O
Bonding Company:
Address:
Building Permit
Square Footage: _3DO
Phone:gq I mil- n-E a
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical ❑
New Service - No. of AMPS:
Mechanical 0 (Duct layout required for new systems)
Plumbing ❑
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm ❑ No. of heads:
J
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
7
tS a e of Owner/Agent .
K�Y\(�« 1LlT�CX1Q�
Print' ownep/Agent's Name
of Florida 1 Date
Owner/Agent is Personally Kno. c A�! a/qp0/Fi0,��
Produced ID Type of IDfflps� s�/9
APPROVALS: ZONING: IN I(e) UTIL
ENGINEERING:
COMMENTS: n
a�1b ins u a+eA
WI
FIRE:
2-12_G
•`;o,`"�e % PHILLIP A. HAGUE
Notary Public - State of Florida
A., My Comm. Expires Apr 1. 2018
Commission #JF 106332
r g n is ersonal y own to Me or
ID Type of ID
WASTE WATER:
BUILDING: -OF 2 - b - r g
'Oh cre-k s lab wt1i cc,(e
se acks s o t/1-1 fln Ptah .
Rev 11.08
SCPA Parcel View: 21-19-30-5TT-0000-0340
Property Record Card
Parcel: 21-19-30-5TT-0000-0340
Property Address: 331 RED ROSE LN SANFORD, FL 32771
Parcel Information
Parcel
21-19-30-5TT-0000-0340
Owner
LITZNER, KATHLEEN M
Property Address
331 RED ROSE LN SANFORD, FL 32771
Mailing
331 RED ROSE LN SANFORD, FL 32771
Subdivision Name
THORNBROOKE PHASE 1
Tax District
S1-SANFORD
DOR Use Code
01-SINGLE FAMILY
Exemptions
OD-HOMESTEAD(2017)
g + � � 34.43 •cP
IQ CP
w Z Cs
W
'. 0 a
20i
118
Seminole County GIS
Legal Description
LOT 34
THORNBROOKE PHASE 1
PB79PGS3TO7
Taxes
Taxing Authority
Assessment Value Exempt Values
Taxable Value
County General Fund
$254,883
$50,000
$204,883
Schools
$254,883
$25,000 i
$229,883
City Sanford
$254,883
$50,000 '
___-_--
$204,883
SJWM(Saint Johns Water Management)
$254,883
$50,000
$204,883
County Bonds
$254,883
$50,000 (
$204,883
Sales
Description
Date
Book
Page
Amount i Qualified
Vadimp
SPECIAL WARRANTY DEED
6/1/2016
08710
0923
$288,500 Yes
Improved
Find Comparable Solos
Land
Method Frontage I Depth V
(Units
Units Price Land Value
( LOT
t_ 1 $45,500.00 $47,775
Building Information
--- ------- -.
Bed/Bath count incorrect? Click Here.
# Description Year Built Fixtures Bed Bath Base Area Total SF Living F Ex
Actual/Effective t Wall Adj Value Repl Value Appendages
1 'SINGLE 2016 11 4 2 5 1,199 ' 3,135 ; 2,468 i CB/STUCCO { $214,153 $215,229
FAMILY FINISH Description Area
GARAGE
462.00
a FINISHED
i "OPEN
r i i PORCH 205.00
- I n�ucucn i
THIS INSTJtUMENT PREPAIIIE D BY:
Name. cil:_i!';'li'i...s.{tAM
'' :,t:ii:tiL1LR_ (t)tJ1'Ii'`
Address "i._;::C:K- tJR Cl:E;;C:U}: i cCli_lf'tT & c_(�i`ff'TrtCiL.L_E:rt
C:LERtK'' S 2018017014•
NOTICE C 1 { ft4di:�„iC.E 1?i'ij:{.f'•'iifl
Permit Number:
Parcel ID Number: g21-Iq - bo- L-5, TT-ocpo— 03q
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
2. GENERAL DESCRIPTION OF IMPROVEMENT:
In'9I A(r �k d Z>Q
3. OWNER INFORMATION Oft LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: IsaAln" e (l L-, T 2 :> n I Y-W-CX L�>rF- LA-) QY t\r-y rGi Udl- 1 t
Interest in property: UtOro r
Fee Simple Title Holder (if other than owner listed above) Name:
4. CONTRACTOR:
Address:
5. SURETY (If applicable, a copy of the payment bond is attached): Name:
sa
11 .- i 1•�
Address: Amount of Bond:
6. LENDER: Name: Phone Number:
Address: _
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as prc
713.13(1)(a)7., Florida Statutes.
ANO
Name. Phone Number.
8. In addition, Owner designates
of BY
to receive a copy of the Lienoes Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
I�LQ'e'n L(tZ4U,4- LAZ)ma,t~
(Signat�ofOer or Le , or Owner's or Lessee's (Print Name and Provide Signatory'sTitle/Office)
Authorized Officer/Director/Partner/Manager)
State of �I (JQ. County of
The foregoing instrument was acknowledged before me this day of , 20
by V� p 1 l�c-E Zc Wh onally known t me ❑ OR
Name of person making statement
who has produced identification 0 type of identification produced:
•""r'p "�•
r;• 4
KATHERINE BREEHL
Notary Public - State of Flotlda
' • °,i
My Comm. Expites Apr 1, 2016
Commission 0 FF 1063%
d ��rt
\`v"W Signature
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Labe Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: I hereby name and appoint: K:H0,e (—r n. 1 -,-Pe—hJ
an agent of: Amie - ca-4n cLyy-\,, o,�� 1�1
(Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
❑ All permits and applications submitted by this contractor.
The specific permit and application for work located at:
0
Address)
Expiration Date For This Limited Power Of Attorney:
License Holder Name: L j • B ree"
State License Number:
Signature of License He
STATE OF FLORIDA
COUNTY
The foregoing instrument was acknowledged before me this of ,
20 by (.� ►� Qs personally known to me/
or who has produced
as identification and who did/did
(Notary Seal)
Signature V "
o .
Print or Type N
Notary Public — ' °'�tYP'M�on, '° b���4
°,� ' Fx Spar GAF
Commission Number �'Ssio °j'Ps e°/F
FF � 0j
My Commission Expires:
REQUIRED INSPECTION ECTION SEQUENCE
BP# 1Q — 3�2
slamDMKG pls
Mnn Max-Ynsectlon.I<Descri d6n.
Footer / Setback
Stemwall
Foundation / Form Board. Survey
Slab [ Mono Slab Pre our
Lintel / Tie Beam / Fili / Down Cell
Sheathing— Walls -
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final. Building. Other
I
Address: 3 31 r2 b Po SIB
)�� I�� ¢� _._..
Min Max. Ens2ec® pDescri2flonn
Electric. Underground
Footer /' Slab Steel Bond
Electric Rough
T-U.G.
Pre -Power Final
Electric Final
s.Nv+�y�i'r"-wY? u'�c �..�ary
w.atCi... .i7x t,. `+Sr�i3:' .�.,`dg.
Max. ][imectllon IlDescrIl] tion
MllIlIl
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
_......._._.....
��illl I\
_...........
III �0 ��111111 ��1 �'�iI IIUIi�U 111
Mechanical �uh
�—
Mechanical. Final
ail..
I..1\
Iw fur lluel IIIc 1�uilnnl
derground
REIEWS EIID: June 2014
Owners: Kathy Litzner
Address: 331 Red Rose Lane
Cit\, state: Sanford, FL
Subdivision:
Email addresses:
ftgreernrrn
Date: Aug 4, 2017
Work Phone r:
Z'P: 32771 Home Phone =:
Cell Phone 1: 407-923-5691
Email addresses:
Color: Bronze
Excavate an area on the rear of the house 12'x 25'6"x 12 . Cut and cap irrigation,
Pour a concrete slab, with an S" thickened footer edge with steel rebar. Broom finish
install a Screen Room Enclosure,12'x 256" x 12' includes a 3" insulated roof
And a 2' overhang, trim and gutters. Solid post Powerbeams with Wide picture
Window views. Start height of 11' tall,16" aluminum kickp/ate.1 door,
Anchors away hidden fastener base plate, fiberglass screen.
Tax, engineering, building permit included
Total $9957.00
Credit 1 door-$100.00
2— prewired fan beams + $500.00
Total $10,357.00
** electrical hook up to the house is not included.
TOTAL: $ 10 357.00
Performance Draw Schedule as Follows:
Notes: "NO BLOW DOWN WAKKAIV t f
20 years
Deposit $ 3000.00 Delivery of enclosure Draw $ 3500.00
After Concrete Pour Draw $ 1800.00 NA Draw $ NA
Draw $ Completion Draw $ 2057.00
Len Bre.eh
Y . r—� /�l ? _........
Owner Date cree osures Sal ep
t / 1 SEE REVERSE FOR DITIONAL TERMS
Oivner Date BY SIGNM THIS AGREEMENT YOU
AGREE TO THESE TERMS.
GENERAL NOTES
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, 6TH 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: 130
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
3. SCREENED ROOF ENCLOSURE FBC 2017 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. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL
FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE
PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE
SLAB (3000 PSI) IS PROVIDED IN SOUND CONDITION, FREE
FROM STRUCTURAL CRACKING, SPALLING & OTHER
DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER
CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE
VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS
FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS.
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 PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS:
1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG.)
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" C.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:
RECORD COPY
�1 S( L S
FEB 13 2018
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2. 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.
3. 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.
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.
6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED
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.
LEGEND: (ALL MAY NOT APPL
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
O = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEDLEVI!EWED FORCODECOMPLIANCE
CT = CABLE TIE
SG = SUPER GUTTER p
N6 EXAMINER
CS = CLEAR SPAN
.1q, I$
KB = KNEE BRACE
DATE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"x0.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"4.044"
2 x 5: 2"x5'4.050" SANFORD-E UILDIN IVI ION
OPEN BACK SECTIONS A PERMIT ISSUED S IALL BE CONSTRUED TO BE A
1 x 2: 1 "x2"x0.044" LICENSE TO PROCEE WITH THE WORK AND NOT Al
1 x 3: 1 "x3"4.044" AUTHORITY TO Vi0 ATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE P OVISIONS OF THE TECHNICAL
IONS CODES, NOR SHALL I UANCE OF A PERMIT PREVEP
SNAP SECT
2 x 2 SNAP: IONS THE BUILDING 0 FICIAL FROM THEREAFTER
0.050„
2 x 3 SNAP: 2"x3"x0.050" REQUIRING A CORK CTION OF ERRORS IN PLANS,
CONSTRUCTION 0 VIOLATIONS OF THIS CODE
2 x 4 SNAP: 2"x4"x0.045"
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
Ov��D�NG
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7x0.057"x0.120"
SANFORD
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
�Ff'A.R,�=
2 x 10 SMB: 2"x10"4.092"4.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
1 8- 8 5 2
IN INCHES.
1X2
f--—10'-7"
HOUSE
o NEW 4" CONCRETE SLAB
N 3000 PSI W/ FIBERMESH
8" x 8" FOOTER
25'-6"
CONC. PLAN SCALE: N.T.S.
HOUSE WALL
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01 3" x .024"x1 LB INSULATED ROOF
3105-H14'/4"-1' SLOPE (MIN.)
FL7561-R4
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SEE DETAIL
"B" PAGE 4� m
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25'-6"
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16" .024 KP
6-4 -" -1 6-4 1"---6'-4 1"- 6-4 1"
0�1.2
Grade
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FIBERMESH 8" X 8" FOOTI G
W(1) #5 REBAR CONT.
1X2 a
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(4) #10x3/4" SMS
FASTENING SECONDARY
ANGLE TO COLUMN
(TYP EACH SIDE)
(B) 3/8" 0 CONCRETE SCREW
ANCHOR INTO SECONDARY
ANGLE
(TYP EACH SIDE)
(SEE TABLE)
ANCHOR SPA
(MIN) (TYP) (SEE TABLE)
COLUMN
SIZE
3/8" 0
CONCRETE SCREW
ANCHOR
B
MIN SPA
2X3
0
0
2X4
1
3
2X5
1
3
2X6
1
4
2X7
1
5
2X8
2
3
2X9
2
4
2X10
2
4.5
NOTES:
SECONDARY ANGLE MIN
0.125" THICK (NOT
REQUIRED FOR 2x3
MEMBER)
,-PRIMARY 2"x2"
x0.125" ANGLE
2) #10x3/4" SMS FASTENING
COLUMN TO PRIMARY ANGLE
O (TYP EACH SIDE)
O
O "x2" BASE MEMBER
(TYP EACH SIDE)
1) 3/8" 0 CONCRETE SCREW
ANCHOR INTO PRIMARY
ANGLE AND @ 1/4" 0 CONCRETE
�T' MIN. SCREW ANCHOR @
24" O.G. BETWEEN COLUMNS
(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" AT ALL UPRIGHT LOCATIONS. ALL SCREW LENGTH
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/ 1X2 CORNER POST SHALL REQUIRE SAME BASE
CONNECTIONS AS 2X4 SHOWN IN TABLE.
5. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTIONS SIMILAR IF
CONCRETE LINTEL IF WOOD LINTEL SUBSTITUTE 1/4" 0X3" LAG
SCREW FOR 3/8" 0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES.
6. 2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3
MEMBER.
2"x3" OR LARGER UPRIGHT TO CONCRETE
W/WO PAVER DETAILS SCALE:NTS
HOST
ROOF PER PLAN
ALTERNATES FOR COL.
TO 2"X2"AT HEADER:
1- DETAIL "C" SHT 3
2-(4)#10X3"SMS
THROUGH MEMBER ABOVE
INTO COL SCREW BOSS
3- NOTCH COL. TO RECEIVE
BEAM FASTEN W/
(2) W THRU-BOLT
I CHAIR RAIL PER PLAN II
1 /4"X2-3/4" TAPCONS
-OR EQUAL AT 24" O.C.
AND 6" FROM ENDS
WHERE KICK PLATE IS INDICATED
FASTEN W/ #10 X 9/16" SMS
8" O/C AT PERIMETER
COL. PER PLAN
1 "X2" FASTEN TO'
ADJOINING WALL
W/#12 X 1-1/2"
SMS @ 18" O.C.
.024 FLASHING SEALED TO
WALL (TYP.)
0
O O O O #12x3/4" SMS @ 12" O.C. TOP
& BOTTOM
r 050-3" RECEIVING CHANNEL
CONCRETE OR FILLED FASTEN TO MASONRY WALL
MASONRY W/ 1/4" X 3" TAPCONS
18" O/C (INTERNAL)
ROOF PANEL ATTACHMENT - MASONRY
SCALE:NTS
2"X2" PER PLAN
ATTACH TO ROOF PANELS
W/# 12 X 2-1/2" SMS 12" O/C
6" FROM ENDS
-CARRIER BEAM
(2) 1/4" THRU-BOLT
SEE ALSO COUEDGE
BEAM ALTERNATES
ADJOINING BEARING WALL
1" X 2" FASTEN TO
ADJOINING WALL
W/#12 X 1-1/2" SMS
@ 18" O.C.
WHERE SMB USED FOR
COL. ATTACH PER
DETAIL "B"
................................................. ............... ..,.......................
EXISTING CONCRETE TYPICAL SIDE WALL 1/4" TAPCON (RED HEAD MFG. OR EQUAL) 6" FROM ENDS 24" O.C.
COLUMN 1-1/2" PENETRATION INTO UNDERLYING FOOTING
SCREEN ROOM END WALL
SCALE:NTS
WALL
HOST
EXISTING RAFTER
OR TRUSSER O C
O C #12x3/4" SMS @ 12" O.C. TOP
P & BOTTOM
.040 X 3" U-HEADER
2" NOMINAL STRUCTURAL FOR COMPOSITE PANELS:
FASCIA MIN. (2) #12 X 2"SMS
THROUGH RECEIVING FOR ALUMINUM PANS:
CHANNEL @ 12" O.C. #12 X 2" SMS THROUGH
"BOXED END": INTO WD FASCIA
ALTERNATELY: (3) PER PAN
(1) 1/4"x3" LAG BOLT
THROUGH RECEIVING
CHANNEL @ 12" O.C.
ROOF PANEL ATTACHMENT - WOOD FRAME
SCALE:NTS
FOR ALUMINUM PANS OR GALVALUME STEEL PANS
USE #12 X 9/16" W/ 5/8" NEO-WASHER (3) PER PAN
FOR COMPOSITE PANELS #12 X 1" LG. THAN PANEL
THICKNESS SMS W/ 1-1/2" NEO-WASHER 12" O/C
ROOF PER PLAN I f II /COVER END OF PANEL
BEAM PER PLAN
(2) 1/4" THRU-BOLT -
SEE ALSO COL/EDGE
BEAM ALTERNATES
POST
ROOF TO CARRIER BEAM
CONNECTION SCALE: NTS
nciOPEN BACK TO HOST DETAIL
SCALE:NTS
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) #10x.75"
INTO GIRT OR PURLIN & (2) #14x.75"
INTO BEAM OR UPRIGHT 0,062 ANGLE
CLIPS MAYBE USED
#10x2" SMS INTO
REW BOSSES
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE:NTS
C)
0)
f P1
co�
Z
7
Q
Q
p
U
U
w
J
0 00
—
LLB
Q
J 0)
LL Lr)
.s
I1
w
L
C
vZ
M
Or-�'
Lu
Q
NJ
L.
N
4>
Q
0
Q
F.-U
=
>
0
Lo
J
LL
N
O
0
W
N
00
r
O
M
w
U
U
M
0
.94-
O
00
FOR WOOD APPLICATION:
#10 x 3" WOOD SCREWS @ 12" O.C.
O
CONCRETE:
1/4" DIA. x 3" CONCRETE ANCHOR
0
@ 24" O.C.
Z Z
W
W
06 C)
U)
Z
J
J W
Q
W
O LL
Z�
UW
w
WWO
W
a
N,Z
Q(n
w
J(h(n
O
O
d
DESIGN DATE: 02/12/2018
REVISION 1: DATE
PAGE:
REVISION 2: DATE
SCALE: NTS
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2x2:2"x2"x0.046"
2 x 3: 2" x 3" x 0.050"
2 x 4: 2" x 4" x 0.050"
2x5:2"x5"x0.050"
OPEN BACK SECTIONS
1x2:1"x2"x0.040"
1 x3:1"x3"x0.045"
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 0.100"
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. 124"
2 x 9 SMB: 2" x 9" x 0.072" x 0. 124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW/BUILDEX OR EQUIVALENT
1 /6" x 2" x 2" EXTRU
ANGLE 6052 H-32 ALLO j F_00
SLAB/FOOTING �A
SEE PLAN F
SIDE VIEW
(1) 3/6" DIA. CANCRETE
SCREW ANC+IQRS
(2 1/4" CAN( EMBE
1" x 2" BASE PLATE
ANCHORED TO CONC W/
CONCRETE SCREW A pR; ;. ;
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POS
AND 24" O.C. MAX
FRONT VIEW
4000 P81 GROUT FILLED
SELF -MATING SECTION W/(2)
#5 REBAR DOWELED INTO
SLAB W/ EPDXY ADHESIVE
6" MIN.
1"x2" INTERNALLY SCREWED
-'J
INSPECTION HERE 4" TO
THRU UPRIGHT W/ (2) #10 x 1-1/2"
',
; i
6" ABOVE SLABE
FASTEN 1 "x2" TO CONCRETE W/ i
1/4" x 2-3/4" CONCRETE ANCHOR i'.','
,•.
6" FROM UPRIGHT & @ 24" O.C. j," ".;"j
[[• 4
11
.. I.
I
SEE PLANE FOR
I
I
FOUNDATIO
41
REQUIREMENTS
f
I.
5d MIN EDGE DISTANCE FROM
EXTERIOR OF COLUMN TO
I... OUTSIDE EDGE OF SLAB
SIDE VIEW
SELF -MATING UPRIGHT FILLED W/
COCRETE TO DECK DETAILS
SCALE:NTS
(4) # 14 x 3/4" SMS 1 1/2" x 12" x 0.125"
INTO DJ 6063-T6 ALUM STRAP
W/ (5) #14 x 3/4"
2x2 ANGLE CONNECTION AT
IN BOTH 2" x SMB
/ BACKSIDE OF BEAM SEE
CARRIER BEAM & 2" x
/ D-1/A-2
SMB UPRIGHT EA. SIDE
DJ-1 DOOR JAMB TO CONCRETE DETAIL
SCALE:NTS
0
0
0
2"x3"DJ 0
0
0 1x2 O.B. ATTACH TO UPRIGHT
WITH (2) #10 x 2 1/2" SMS THRU
° UPRIGHT INTO SCREW BOSES
PLUS #10 x 1 1/2" SMS 6" FROM
EACH SIDE OF UPRIGHT AND
TYPICAL AT 24" O.C. MAX
S-1 CARRIER BEAM CONNECTION
SCALE: NTS
2" x 2" x 1/6" x 6" ANSI F BOTH SIDE
W/(4) #14 x 5/8" SMS
CARR'
TOP OF GROUND
D-1 FRONT WALL POST TO CARRY BEAM
CONNECTION DETAIL
SCALE:NTS
1"x2"O.B-'
2"x2"x1/8"x12"LONG
ALUM PLAT
W/(8) # 14 x 3/4"
EACH SIDE OF SPL
2" x POWER
REINFORCEMENTS
TO 12" BELOW TOP
OF POST
;T
EAM
FRONT WALL
CARRIEI
00
00
00
_ 00
0 0 (8) #14 x 3/4
0 OVERLAP
UPRIG
°O SIDE
00
2" x POW[
FRONT WALL
ELEVATION
SIDE WALL
ELEVATION
,
04
o
,,//
m
••
LLI
Q IL
C4
0
00
(7 U CO -�K Q %; z—
0
N
ZU) _
�i •°•.,
,, d•,� ........RAF
W
LU
P
2" x SMB FRONT L " x 2" x 1/8" x 12" ALUM ANGLE
CARRY BEAM W/(8) # 14 x 3/4 SMS EACH LEG
2" x POWER BEAM
2" x SMB 2" x SMB SIDE WALL
UPRIGHT ,--CARRIER BEAM NOTCH
TO OVERLAP UPRIGHT
\ (8) #14 x 3/4" SMS @
2" x 2" x 1/8" x 12" ALUM PL E
VERLAP BETWEEN
W/(8) # 14 x 3/4 S
UPRIGHT AND
EACH SIDE
SIDE BEAM
PLAN VIEW
S-2 CARRY BEAM
TO UPRIGHT CONNECTION
SCALE:NTS
DESCRIPTION AS FURNISHED: Lot 34, THORNBROOKE PHASE 1, os recorded in Plat Book 79, Pages .3
_ thru 7, Public Records of Seminole County, Florida.
BOUNDARY FOR/CER77FIED T0: Kathleen 1fi. Litzner; Inspired Title Services, LLC; First American
Title Insurance Company; The Mortgage Firm
REC. 112"
I.R. NO 10.
�i
48.78'
'A/C
5.00'
TRACT K
(RECREATION/OPEN SPACE)
S 89045' 05" FY
59.40' (CALL.)
I I
c� I
� LOT 34 I
I
48.82' I
I
40.0'
�
tT'
O
O
LOT 33 O
C6
O
T'
o
o
TIYO STORY
O
v
RESIDENCE
F.F.=23.02' o
t;
4.9,
N
5.00'
21.8'
1D
R,
�i
15'
BRICK
DRIVE
o
13.3"
^ COV 0 BRICK o
19.6'
39.22'
BRICK
I
r-
1iALK
!
0.6'
OF-F
'EA
G
I
I
I
I
I
14.40'
0.7!
OFF
I
REC. 112"
I.R. r10 10.
I1-1
o
W
Lo
m
REC. 112"
I.R. NO 10.
I D=89°55'50"
25.20' R=25.00'
- - - -- --- - L=39.24'
?s, 0 10' unL. ES.WT, 1.0, y C=35.33'
s9 OF. 16 OFF tiO .s�h CB= S 44'47' i 1 " f ,
ap 1$ - �2
REC. 518" /
LR.:.o to. s' cork. WALK
' ZONIN 0 & DATE
REC. '12"
J.R. ND Iv. t� -uj Zy- S" ak\ t2' x 25,5`
S 89°45' 05" iY
34.43' ConCre+2 Sk0.�o W %-�n S�reeYl
Ado 1- o'•�1�� r��,n 4na ins �la-ied r�
ti RED ROSE LANE �G�o
ti{�``�� (50 R/W) TRACT I wi S'e+b s
P 0V-% Pear . C38. 2�1a 1
f?0POSEO = 9NISHE-O SPOT' GRADE ELEVAiIUN PLOT PLO.' AREA CALCULATIONS
ER DRAINAGE YtAN1S LOT CONTAINS 7,469 SQUARE FEET aVL0YV_G SLTElACKS.
TOTAL IMPERVIOUS AREA = Z564 SQ. FT OR 34,3% FRONT-25'
r ^ s PROPOSED DRAINAGE FLOW _
REAR = 15'
OT G;2,CIA2; TYPE ,; APPROACtf= 53 Sq. Ft. LEAP 1'lALH= 37. Sq. f't. SIDE = 5.0'
ROPOSEU FF PER PLANS = 23.0' SJOFV/ALK= 960 Sq. Ft. DRIV_ 627 Sq. Ft �J SIDE CORNER = 10'
USYV AI11IE ETR-AS'COT.7'
P P' AT
a FIELD
PL'L
=POINT ON LINE1-
IP_ IRON RODPIP
-
1R. IRON CD
iYP.
PAC
TYPICAL
• POINT OF REVERSE CURVATME
C-`i C¢•L-BETE H-Iru.'EIIT
F.CE,
PAD.
- PDIRT OF r"CUND CURVATURE
:ET 1"..• UL •/GLS 157E
REL
RR.
• RADIAL
w NON AL
RECOVERED
I.O.D. - PDIRT 7F SLGT`:IUCi
P•'L
VIR
Ct.LC.
VI -BADEST pOUIY
CALCULATED
PHUT TIP COHRElICEF.'EIIT
i CRJTERLCJ.T
PRH
PERMATFAT REFERENCE PO4URENT
NAD * !EVIL t DISK
T.R
&S.L
• FDISHED FLOOR ElEVATTCTI
BUILDIRO SEFBa LII:E
P''d - R;N.T-CF-NAY
ESHT. EASEYL:IT
OH
. BEt2HPARK
I-RAIR " ERAIR
D.B.
• BASE BEARING
act
UFiL. DTILIIY
'I.S C. = CNAPI ' IN' FENCE
VOFG WOOD FEN"E
C/D > ED:r_RETE ELa-s
P.C. POEM OF CURVATURE
P.T. + POINT OF TAI1-.'!CY
Past. DESCRIPIIGN
RADIUS
_ aBC LENGTH
D DELTA
r. ChCRD
C.9 DIM= PCAUNS
NORTR
T)IJ5 ataL;UtG/pITOp,-R ry DOES.Nor UE Ifl7141N
THE ESIlRC15HF.D TGD YEAR FLO^A PIME AS PER FIRM'
ZDA:E 'x- MAP ¢ 12117C 0055 F.
& A AS1S`OC, .. , ZAI C. - LAND ASlUR IILT.YO 'S`
5400F.. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)--6,5F3- t • 3r
&M.S:
I, 'HE UNOERS'GIlED DOLT HREOY CfRT1FY IF'AT THIS SURVEY MEETS THE M:t11HUU fiCHh:C'tl STM:I7ARDS SET fCPTH 11Y
iFfE FLORIDA BOSCD OF FACFF38:CtUi 'A"'_ SVRI'LYCP,S CI CHVTER W-17 OF THE 11ORIDA ADMI,NISIR47M CODE. 2. Ut.1FSS EMBOSSED RTII! SURVEYCR•S SE,IL• THIS SURVEY IS NOT VAIia Alin IS l'RESEtl7E0 FOR 111FORMATIOU-V PURPOSES 01:LY,
J. 1HIS SURIT! {575 PREPARED FROM TIRE ViFGRUAHUI! FURIIISHED TO T)fE SUAVLYOR. THERF. MAY BE OTHER Rc"STNfCI(C'HS f{
av FAs£NERIS TTikT AFTECT THIS PROPMY
4. NO VUVERGROURD a"O SMEMS HAVE 8EF11 LOCATM UNLESS OTFTEPxTSE SHOTiYt.
5. THIS SURVEY LS I'REPAREO FOR THE SOLE BENEFIT OF THOSE CERRRED TO AND SHOULD NOT BE RELIED UPON Ely AtfY OTHER Fttmr. -
t OT49lSIOtT.S SH0;55/ Fl`R :IlE LO.AP.Oil OF tMPRG�VEI(TS11
HERFCN SHDUUI wr HE USED TO RECO.RSTRUE. RUWr00TY In,
7. Re'API.4GS ARE WEI) ASSUIITD DATUM MID Oil THE 11.4E SHOf4:4 AS RASE REitR1tIC (OR.)
A. £.,EY.ITiONS, 1F 5TJ9NN, :ItF. 8>.SED OV IFAIJO.'!dl GEODETIC 6'ERTICAL IIATUM OF 1929. UNLESS 07HERHISE III,
9. C&TR%ICQ. Or A6QHTIAIZAT70i, Ra, 4598.
S01LE 1-_ T• 20'---1 ORM, OY: •,• "------.._ _
CERIIHED BY: caTE------------
-
PLOT PLAN 05-30-:5 2137_JS
�OL:NpATTRt:/[LENS. 09-09-15 3065- 1.5
FIYAL/ELEVS. Of-05-16 100_ I6 i AODEO CERAiICAT10TIS 03--TG-LG
i RaISEO CERTIFICATIONS ONLY 06-DJ-16
7C�f'AS ;f CRUSEtf/l£YF.R. R.L.S. 4.714 I
Jfi4l S IV. Scon R.L.S j 4801