370 Misty Grove Ln; 18-3557; SCREEN ROOM10G Job Addru
Parcel ID:
Type of
Work: New" Addition" Description of
Work: 2 Q
2 wilding & Fire Prevention Division AUG7X PERMITAPPLICATIONApplicationNo:
8 5 Documented Construction
Value: $ Historic District:
Yes NoF—1 Residential Commercial
Alteration'RepairDemo
Change of Use Move Plan Review Contact
Person: V Title: ' I,
PhoneP01-°
Z71 — Kas
Fax: -' l 3 Email:
i Property Owner
Information'
Phone: Name Street: `
r
he )
r— l n Resident of property? City, State Zip:
ii' Name Street: City,
State
Zip:
Architect/Engineer Information
Name: Street: City,
SI
Contractor
Information Phone:
Fax:')' '+y
State
License No.:
0 q 0 Bonding Company:PI-
PL— Address: Phone: r `
1—
Fax:
E-mail:
Mortgage
Lender: -- W{-
Address: C!r
7
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. 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 totheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction.
I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters,
tanks, and air conditioners, etc. FBC 105.3
Shall be inscribed with the date of application and the code in effect as of that date: 6a' Edition (2017) Florida Building Code Permit Application S
Revised: January ], 2018
N0TI7E: 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 1 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 at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current 1CC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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.
h,,;l
v l 8
Signature of Owner/Agent Dat Signature of Contractor/Agent Date
Print
of
Ex7Exf
of Florida
lion GG 228590
3/2022
n btclU Jew i &-
tra to /Agent's Name
rY
o T t t d a
P lic Stat of Florida
L onzal
My ommississi GG 228590
UwnerTRgtiftTs---'ITrYon o"W WMe or Contractor/Agent is X .onally Known to
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type: -Occupancy Use: Flood Zone: _
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: ., av/, UTILITIES:
ENGINEERING: FIRE:
of Stories:
Plumbing - # of Fixtures.
Fire Alarm Permit: Yes No
WASTE WATER:
or
BUILDING: 'ir R - (- IS
COMMENTS: OK L., ehelos.e rl)L11An /a0%0,' wifA Scicert Joe -A- G t
5AQWA GK P/aN .
s
Revised: January 1, 2018 Permit Application
REQUIRED INSPECTION SEQUENCE
g7juiL. DING PERM, T
MRIM
ooter Setback
Stemwall
Foundation' /Form Board. Survey
Slab /'Mon:o Slab- Preour117 Lintel / Tie Beam / Fill Down Cell Sheathing —`
Walls Sheathing —
Roof I-
Roof Dry In Frame
Insulation
Rough In Firewall
Screw Pattern Drywall
Sheetrock Lath
Inspection A
Final Solar Final
Roof Final
Stucco ./,Sidi -- Insulation
Final Final
Utility Building - Final
Door I.
Final. Window I
ow Final Screen'.Room Final.
Pool Screen Enclosure Mobile
Home Building Final Prey
DemoFinal
Demo; Final
Single Family Resfdence Final.
Building (Other) Address:
Mn
Max ns ectionDescription Electric.
Underground Footer /
Slab Steel Bond Electric
Rough T.
U.G. Pre -
Power Final Electric
Final min
Max. iUl
V71" InsPection
Description Plumbing
Underground Plumbing
Sewer Plumbing
Tub Set Plumbing
Final min
I max Gas
Underground nG:
Roug Gas
Final
Grant Malo , Clerk Of The Circuit Court & Comptroller Seminole County FL
Inst #2018095891 Book:9195 Page:1329; (1 PAGES) RCD: 08/20/2018 03:36:47 PM
REC FEE $10.00
Permit Number:
Folio/ParcelI #:
Prepared by:
8
Return to:
CERTIRED COPY GRANT fr1.AL0Y r
CLERK OF 11HE CIRCUIT COURT ;
AND COIVMPI ROLLER
SEMINOLE. COUNI'i, FLORIDA
BY DEPUTY CLERK
Date
U 2® ?018
NOTICE OF COMMENCEMENT
State of Florida, County of
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. Pescrip4ion Hof ropertye(legal description of the property, andfist_reet address if available)
2. General description of improveme t
lS
3. Owner inform ton or essee in ormation if the Lessee contracted fo th improvement
Name
Address'
Interest in Property
Name and address of fee simple titleholder (if different from Owner listed above)
Name a 0(
Address
4. Contractor
Name 1.5 A; r1n%,nU ! tijp e -
y-%, Telephone Number igon,i,4-r I%iA A n _ —I_ _
5. Surety ( a-p-p-licable7a copy of the p ment bond is attached) r
Name 1 t 1 1A Telephone Number
Address Amount of Bond $
6. Lender
Name W
Address Iv 1 I-K
Telephone Number
7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybeservedasprovidedby §713.13(1)(a)7, Florida Statutes.
Name Telephone Number
Address
8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's
Notice as provided in §713.13(1)(b), Florida Statutes.
Name Telephone Number
Address
9. Expiration date of notice of commencement (the expiration date will be 1 year from the 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
RECORDER AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULTWITHYONDERORANATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT,
Signature of Owner or lessee, or Owners or Lessee's Authorized OfficerlDirecloaitnerlManager Signatory's Title -'Officeice
1
The foregoing instrument was acknowledged before me thi day of rg by r e
t ear name of person
t
as I_A for
y e of auThonty, e.g., officer, trustee, attorney in fact Na o pa y on behalf of whom instrument was executed
Signature a e of Flo ' a Prinl. pe, or stamp commissioned name of Notary Public
Personally Krt O o uced ID
Type of ID Produced Jl 1 ,sr10241111 Notary Public State of FloridaLauraGonzalez
My Commission GG 228590
p
Expires 0611312022
Form content revised 01123/14
POWER OF ATTORNEY
Date:
I hereby name and appoint
Of US ALUMINUM SERVICES CORP to be my lawful attorney
In fact to act for me and apply to
1
Building Department fora lC `Cl Can 1 r15cxk'3 permit
For work to be performed at a location described as:
Section Township Range Lot Block
Subdivision 7oo r x'o k- And
to sign my name and do all things necessary to this appointment. Thiagg
Davila / CBC1260190 Type
or Print Name of Registered or Certified Conti -actor and Contractor's License plumber) S
Q»ature of Registered or Certified Conti-actor) The
foregoing instrwnent was acknowledged before me this&day of IV 4_ _of 20& By
Thiago Davila who is personally known to me / who produced N/A as identification and Who
did not take oath. State
of Florida Publicate
of Floridaez GG
228590022 Seal
f03*
Johown. VA
PAz11RkPiW*11W6
rf,1040t.0 OOUNTY, ROR A
Parcel Information
Property Record Card
Parcel: 27-19-30-506-0000-2030
Property Address: 370 MISTY GROVE LN SANFORD, FL 32771
Parcel 27-19-30-506-0000-2030
Owner(s) TAYLOR MORRISON OF FL INC
Property Address 370 MISTY GROVE LN SANFORD, FL 32771
Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751
Subdivision Name THORNBROOKE PHASE 5
Tax District S1-SANFORD
DOR Use Code 0003-VACANT TOWNHOME
Exemptions
22 122.33
D D O CO
C CJ'1 Cn CJ1
v N N N
Legal Description
LOT 203
THORNBROOKE PHASE 5
PB81 PGS68&69
Taxes
22 1 22 1 22 1 22 1 221
COCnnjnC71CJ10Jt N
N) N N N N O
O O O 0 0 W
p Cn O W Value
Summary 2018
Working Values
2017
Certified Values
Valuation
Method Cost/Market Cost/Market Number
of Buildings 0 0 Depreciated
Bldg Value Depreciated
EXFT Value Land
Value (Market) 34,000 18,300 Land
Value Ag Just/
Market Value " 34,000 18,300 Portability
Adj Save
Our Homes Adj 0 0 Amendment
1 Adj 0 9,667 P&
G Adj 0 0 Assessed
Value 34,000 8,633 Tax
Amount without SOH: $227.00 2017
Tax Bill Amount $227.00 Tax
Estimator Save
Our Homes Savings: $0.00 Does
NOT INCLUDE Non Ad Valorem Assessments Taxing
Authority Assessment Value Exempt Values Taxable Value County
General Fund 34,000 0 34,000 Schools
34,000 0 34,000 City
Sanford 34,000 0 34,000 SJWM(
Saint Johns Water Management) 34,000 0 34,000 County
Bonds 34,000 0 34,000 Sales
Description
Date Book Page Amount Qualified Vac/Imp No
Sales Find
Comparable Sales Land
Method
Frontage Depth Units Units Price Land Value LOT
1 34,000.00 34,000 Building
Information Permits
Permit #
Description Agency Amount CO Date Permit Date 01808
NEW SFR ISANFORD 266,703 6/4/2018 6/15/2017 Permit
data does not orlglnale -- the Seminole County Property Appraisers office._ For details or Questions concerning a permit, please contact the building department of the lax district In which the property is located. I
DESCRIPTION AS T,wcT C
CN705CAPE/0PEN SPACFJSICNAGE/WAL.i./FENCE/UTILIDES)
FURNISHED: Lot 20.3, N 89'57' 49" E
7-140PNOROOKE PHASE S, as SET sET SET SET sEr SET
recorded in Plot Hook 81, I.R. 22.33' 1.R. 22. 00' I.R. 22. 00 I.R. 22. 00' I R• 22, 00' LR.
Pages 68 through 59 or
the Public Records of
Seminole County, Florida.
BOUNDARY FOR /
CERTIFIED TO:
Rarnasamy Ravichandron
and Anitho Jaya Bolan; ,.!O1N,,_
Inspired Title Services, LONE
First American Title
insurance Compony: Toylor
Morrison Nome Funding -
O
T'ROPDSF.O rNFONMArION SHOWN
O
RA" CO ON SIIPP'ED PI.-Ak O l()
AF/p/OR INS'IRUCIK)N5 PER ° O 7CI.ICNT7F+UT nL10 VCRIFIED O 3
o
LOT 203 OR 210 u
NOTE PAVER ITEMS, ARE NOI m
INCLUDED 11 IMPERVIOUS AFEI'
QN W(,T AREA CA CUFIO'
LPL ), 17LA I50. ON_ 04r)
0 770 SOFT. UNE GMACE458so.rr. PAVER
ENTRY _ 9 SOFT. LANAI
93 SO.FI U SPEEZFWAY .
e N/A SO.rT. PAVER
DRIVEiVAY- 40o SOFT Q A/
C PAD - 9 sarfT AVER
WALKWAY . 6 SO r T. IAIPERVIOU5 =
62.7 x SOD
J7G 50-FT: P%
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It t0'FT - L
Tbv 1
p"
OPOSCO nN5NC0 SPOT GRADE ELEVATION. - PEN
ORAR+AGE PLANS 22.
00' 1. 22. 00' SR• 22.33' Snr LOT 204, 205. 208.
Of? 209 L07
210 LOT Z09 LOT 208 LOT 207 LOT 206 LOT 205 LOT 204 Lgr 203 MOO
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10.
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7.
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RESIDENCE2.0 W
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15 SO.F7. A
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jo SOFT. CR
USL'NAll LEGEND °
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GENERAL NOTES
1. [1ESiGN 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: B
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. 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 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" 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
R4501.17 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.
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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
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
O = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW RE
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 SANFORD2x2: 2"x2"x0.044"
2 x 3: 2"x3"x0.044" A PERMIT ISSUED
2 x 4: 2"x4"4.044" LICENSE TO PROCE
2 x 5: 2"x5"x0.050" AUTHORITY TO VI
ASIDE ANY OF THE
NOR SHALLOPENBACKSECTION
THE THE BUILDING
1 x 2: 1"x2"x0.044" REQUIRING A COR
1 x 3: 1 "x3"x0.044" CONSTRUCTION
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"0.045"
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"0.050"0.100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7"0.057"0.120"
2 x 8 SMB: 2"x8"0.072"0.124"
2 x 9 SMB: 2"x9"0.082"4.124"
2 x 10 SMB: 2"x10"0.092"0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
FOR CODE COMPLIANCE
PLANS EXAMINER
DATE
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WITH THE WORK AND NOT
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Style: Screen Walls U a
Color: Bronze
Screen: 18114 DESIGN DATE: 08/16/2018
Screen Door: 1 Door REVISION 1: DATE I PAGE:
REVISION 2: DATE
SCALE: NTS