HomeMy WebLinkAbout122 Alder CtCITY OF SANFORD PERMIT APPLICATION
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Date: RECEIVp5
ascriptionof W ,Q N (1
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l'otal Syuare Ftootage
c
istoric District: Zoning:lue.oWYoak:-S Z V.°
hrmit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm 11001
ectrical: New Service - H of AMPS Addilion/Alteration Change of Service Temporary Pole _
echanical: Residential Non -Residential Replacement New (Duct Layout & Encrgy Calc. Required)
umbing/ New Commercial: # of Fixtures N of Water & Sewer Lines p of Gas Lines __
umbing/New Residential: p of Water Closets Plumbing Repair - Residential or Commercial _
cupancy Type: Residential Commercial Industrial
instruction Type: N of Stories:
1 NH _of Dwelling Units: Flood 'Lone: (FEMA form required)
amrdt'Addrrss: 1"\V la. I 4. f
13 2006
ntractor Name &Address: _ /
State License Number 5 q,0' 1 a U43
one & Fax: Contact Person: Phone r /,/
ading Compauy: 'J/'
dress.
rtgagc Lender:
dress:
chitecUEngineer
dress:
Phonc
Fax:
plication is hereby made to obtain a permit to do the worts and installations as indicated. 1 certify that no work or installation has commenced prior to the
anec of a permit and drat all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separalc
mit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
t CONDITIONERS, etc.
NER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
hstruction and wring. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
rICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN
TORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
TICE: 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
county, and Uhcre may be additional permits required Gom other governmental entities such as water management districts, state agencies, or federal agencies.
zptance of pormil is ve "111 ion that 1 w" otify own f the property of the requirements of Florida Lien Law, FS 713.
Si ature of O her/ gent etc Signature of Contractor/Agent Daic
t Owner/A Name Print Contractor/Agent's Name
Signature o olary-Slate of Florida Date Signature of Notary -Slate of Florida Date
Owner/Agent is--Peersonally Kno tolM4.r Contractor/Agcm is _ Personally Known to Me or
Produced ID _ J _ _ Produced ID
I
ROVALS: ZONING:2*0 1UTIL: FD: ENG: BLDG:
cial Conditions:
03R006
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $75,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $75,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
I, , do hereby state that I am qualified and capable of performing the
requested construction involvedt4vith the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
Owner uilder Signature Dak 62 `/-3 -Q 6
9;r
r
K e 14ot, - A /^ h e- L
Print Owner/Builder Name
Signature of Notary —State of Florida Date
Owner is Personally Known to Me or has
Produced ID i
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
I,.. D ETA ._
D^v1a JoNiasoN. CFA, ASA
PROPERTY
APPRAISER 114142 1415 r. y•.dS 35'7
SEMINOLE COUNTY FL.
ax ALtS a:
1 101 E. RR5T ST
SANFORD, FL32771-1468 407 .658 -
7506 rya za? '.li+
9 y aa::
Ira, 1sp
2007 WORKING
VALUE SUMMARY GENERAL Value
Method: Market Parcel Id:
11-20-30-512-0000-1410 Number of Buildings: 1 Owner: MARTINEZ
MANUELA Depreciated Bldg Value: $103,672 Mailing Address:
122 ALDER CT Depreciated EXFT Value: $0 City,State,
ZipCode: SANFORD FL 32773 Land Value (Market): $26,600 Property Address:
122 ALDER CT SANFORD 32773 Land Value Ag: $0 Subdivision Name:
HIDDEN LAKE PH 3 UNIT 5 Just/Market Value: $130,272 Tax District:
S1-SANFORD Assessed Value (SOH): $73,651 Exemptions: 00-
HOMESTEAD (2000) Exempt Value: $25,000 Dor: 01-
SINGLE FAMILY Taxable Value: $48,651 Tax Estimator
SALES 2006
VALUE
SUMMARY Deed Date
Book Page Amount Vac/Imp Qualified Tax Value(
without ut SOH): $ WARRANTY DEED
11/1999 03762 1755 $83,000 Improved Yes Bill $790
2006 TaxBillAmount: $790 SPECIAL WARRANTY
DEED
10/1989
02118 0787 $52,900 Improved Yes Save Our Homes (SOH) Savings: $1,168 WARRANTY DEED
01/1989 02033 1504 $600,000 Improved No 2006 Taxable Value: $46,506 WARRANTY DEED
03/1985 01624 1278 $63,500 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find
Comparable
Sales within this Subdivision LAND LEGAL
DESCRIPTION Land Assess
Land Unit Land PLATS: Pick... Frontage Depth
Method Units
Price Value LEG LOT
141 HIDDEN LAKE PH 3 UNIT 5 PB LOT 0
0 1.000 26,600.00 $26,600 29 PGS 40 & 41 BUILDING INFORMATION
Bid Bid
Type
Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1
SINGLE
1985
6
1,214 1,478 1,214 BLOCK $103,672 $113,303 FAMILY Appendage /
Sgft
GARAGE FINISHED / 264 NOTE: Appendage
Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,
Base Semi Finshed NOTE: Assessed
values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes. Ifyou recently
purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.
org/web/re_web.seminole_county_title?parcel=11203051200001410&cpad=ALDER... 12/ 13/2006
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OFFICE
b'1'h b4Yi b'11b'1 i" Structural
plan review is limited to a general
survey for code compliance. No y-
T- - - - _'
review is implied nor was taken to verify
structural adequacy t
I tK1'
1
1'
one Yane 4nj I Panel Intl pope - ' J
3
r I . Vt Code violations found during inspection Y arerequired
to be corrected. j I
H1r Plan/
permit
issuance does not grant approval of
a code violation. 2004 FBC109.1
S PLANS
REVIEWED
PERMIT # CITY
OF SANFORD i Phone
Number:
i
REFER TO TABLE 203 FOR
ALLOWABLE SPANS
CONCRETE FASTENING PER
CONNECTION DETAILS BY
LOAD CONDITION (TABLE 207)
4' NOMINAL PATH) SLAB
W/6 X6X 10/10W.W.M.
OR S1N1HE11C AND VAPOR BARRIER
ACTEDFIWELLCOMPACTED SOILCONCRETESTRENGTH70BE MIN. OF 2500 P.SI-)
CIr
8
a
FOOTING DETAIL F1
SCREEN WALL ON PATIO SLAB (ONLY) 2
REFER TO TABLE 203 FOR
II
ALLOWABLE SPANS
CONCRETE FASTENING PER
CONNECTION DETAILS BY
LOAD COIIDITION (TABLE 207)
e NOMINAL PATIO SLAB
g6 X 6 X 10 0W.W.M. SYNTHETIC ABERS AND VAPOR BARRIER
q1 WELL COMPACTED SqL
CONCRETE STRENGTH BE MIL OF 2.500 P.S.I.)
F
y.A_
FOOTINGWIDTH
REFER 1. TABLE 2.
FOR REINFORCING.
FOOTING DETAIL F2
PATIO SLAB W/ MONOLITHIC EDGE FOOTING) 2
j
I
E 3" RISER OR COMPOSITE ROOF PANELS,
IliIllllll li' IE
i I
AN sPAN / 03T
130%1 EDGE BEAM SPAN & POST SPACING ' 13051
N
mw
d O
b XI
MAX. REFER TO TABLES LIA)(.
PLAN VIEW - SCREEN ROOM (SHED TYPE)
NOTE
FOR ALLOWABLE SPANS. REFER TO 1) IOWI.ATE RAL AM CHAIR RAL ARE
SECONDARY WAMOBS (ORTS), SELECT TABLE201FORROOFPANELSPANSTABLE
202 FOR EDGE BEAMS FROM
TABLE 2" BY TIRO ZONE TABLE
203 FOR POST SPANS 2)
MAMILM EDGE BEAM CANTLETE71 6 JOI 6 ALLOWABLE
SPAN FOR SELECTED EDGE BEAM S
TABLE204FORGIRTPANS3) MAN" ROOF PANEL CANTLE" 6 Z - e- Y
RISER OR COMPOSITE PANEL ROOF I,
EDGE
BEAM CASE I
BRACING
Ou'
a RAL SEE CABLE AL X
PLATE RAIL SEE a
FOOTING TABLE 3
1 Y 2 OB FRONT
ELEVATION - SCREEN ROOM (SHED TYPE) REFER
TO 'C' DETAILS FOR CONNECTIONS
PER APPLIED LOAD
PAVERS
MAY OR MAY NOT BE PRESENT MAINTAIN
EMBEDMENT SPECIFIED FOR FASTENING
REQUIREMENTS d
FOOTING
HEIGHT & WIDTH BY LOAD a <
w . WIDTH
OF ROOF AND WIND ZONE IN TABLE
205 a
W d d
d•
2
EA - f5 CONTINUOUS c
W (
EXCEPT 8- X B-) WIDTH
PER TABLE SECTION /
CONTINUOUS PERIMETER FOOTING F3 1
Concrete
Slab Foundations • Monolithic Footings (Detail F2) Table 205 Allowable
Tributary Load W idths for Sdid Rook Total
BotbDM Solid Roofs I Screen W a0s Height (
F11 Width(h) 700 moh 1ln mnh »n..•..n an.-..w ,.n __. 29'-
3'/.' Perimeter
Concrete Footings Table 206 FContinuous
Width (h) Reldoreement 100Nnph Allowable
110
mph Sold
Rod 120
mph Tributary
Load 130
mph Widths
140
mph 150 mph 8
1 Each #5 8'-4Y.' 5-9Y.' 4-11• 4'-31/. 3'-91/.•3'-21A' 12
2Each#5 9'-T/,• 8'-8/• T-4K'• 12
2 Each #5 14'-4'Y..• 13'- 1' 11'- 1' 12
16 2Each #5 IV-2YY' 1T-5%• 14'.91/.' 12'-9%' 11'-3Ya• 9'-T/.• 16 16
2 Each #5 25-7'/.' 23'-31/.• 19'-8'/.• 1T-0'/.• PLAONS REVIEWED
CITY OF
SANFORD Design aluminum
alloy 6063T6.6061T-5.6061 T6 design conforms
to the Florida Building Code 2004 Building j as amended
and the Florida Budding Code 2204• Residential andthe E r J0,
0MQh
1101TID20m 1 1 1 I
r i3I , \ 1 X 2 OB-0 PERIMETER - 2' X 3' COLUMN SHOWN
t' % 2' OB (SIDE WALL) FASTEN PER NOTE #I. SIZE COLUMN PER TABLE 203
ROOF PANELS (SELECT ROOF PANELS (SELECT z i f10 S.M.S. X 1-1/2" LONG O 24' O.C. - `!-` 2" X 2' HOLLOW HORIZONTAL 3/8" 0 CONCRETE ANCHOR
SCREEN
PER TABLE 201) PER TABLE 201) W I 2- / 10 S.M.S. FROM INSIDE FACE OF - € (GIRT). W/2' EMBEDMENT MIN.) (TYPICAL) FASTENER 2' % 2' X 1 B" ANGLE EACH
m I ' 1" X 2' 06 INTO SCREW SPLINES OF „ 1
SPECIFICATIONS: ULTIMATE TENSION CAPACITY - SIDE 3 EACH /14 S.M.S. EACHFNOTEi1: USE ]f'Y X 3- LONG LAGS INTO 2.5001. WORKING TENSION CAPACITY OF 6254, SIDE (1" O.C. MIN.) I 1' X 2' OB (1' EMBEDMENT MINIMUM.) `;J WORKING SHEAR CAPACITY OF 1,000/ o I
SEE PLAN NEW BELOW WOOD HOST AND X1"e X ZXL" LONG
CONCRETE SCREWS INTO CONCRETE ORIANCHORS70FOUNDATION Y MINIMUM
N I (REFER TO DETAILS C3 & C4) '\ MASONRY CONSTRUCTION (1- EMBEDMENT
TYPICAL)/ SPACING 24" O.C. AND WITHIN
6" OF EACH PERPENDICULAR MEMBER
FOUNDATION G ° .. o COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION I C1
2- / 10 S.M.S. FROM INSIDE FACE LOAD CONDITION 1 - CONNECTION UPLIFT CAPACITY - 1,0D0r"`-'"'-
a e < • • - . ;'\ J OB INTO SCREW SPLINES SELECT FASTENING BY POST SPACING IN TABLE 207 2
a• - ° I OF HOLLOW GIRT (1' EMBEDMENT
2' % 2" XO 045' ° e ° - MINIMUM.)
4 2- X 5- SMS COLUMN (SHOWN) SCREEN
EXTERIOR CORNER DETAIL C8
CONNECTION W/ CONCEALED FASTENERS (COLUMN SIZED PER TABLE 203)
PARTIAL ELEVATIONS / 2' X 2' GIRT TO 1' X 2" CONNECTIONSPARTIALELEVATION) 2 - - 2' x 3" z 5/16' ANGLE EACH SIDE 2" z 2' z 1/8' ANGLE EACH2SIDE3EACH #14 S.M.S. EACH
3/8" DIA CONCRETE ANCHOR SIDE (3/4- O.C. MIN.)
4)-/10 X 1-1/2' S.M.S. 2" X 2' X0.045
W/3" EMBEDMENT (MIN.)
e e
INTO SCREW BOSSES 2' MINIMUM7\
i w LIMITATION: SITE SPECIFIC
p w E— 1' X 2" OB O PERIMETER ENGINEERING REQUIRED FOR
w \ - UPLIFT LOADS ABOVE 2.D00/ SELF -MATING POST °.
I REFER TO NOTE r -THIS SHEET }•
3'
1-1/2- LONG (10 2" X 2' X 1/8" ANGLE W/ \ ) 2- 1 10 S.M.S. FROM INSIDE FACE OF 1 X 2
v S.M.S. O 24" O.C. (TYP.) 0 /14 SMS AND X'e X 2%' OB INTO SCREW SPLINES OF 1 X 2 OB (1' B A
LONG CONCRETE ANCHOR w EMBEDMENT MINIMUM.) COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 2 C2
SECTION (SCREEN FACE) ELEVATION
1" X 2' (OB)W/ 1-1/2' J 1 Z' i REFER TO NOTE it - THIS SHEET LOAD CONDITION 2 -CONNECTION UPLIFT CAPACITY = 2,000/ 2
LONG 110 S.M.S. O 24" O.C. (TYP.) I4.L' ` \ ( NOTES: SELECT FASTENING BY TABLE 207
ROOF BEARING WALL) o 1) COLUMN MAY BE LARGER THAN 2X3 FOR THIS CONNECTION. 2' % 2' HOLLOW $` 2) COLUMN SIZE TO BE DETERMINED BY TABLE 203 BY WAND ZONEEDGEBEAMFASTENINGDETAILS - 2" X 2" W/ SELF -MATING POST — — _ _ :: 3) 2 EACH X 3/8" 0 BOLTS (OR, 1 EA. 5/8' 0) MAY BE SUBSTITUTED FOR THE 3 EACH jl4SCREENFACE)
c.
S.M.S. CREWS)
ANCHOR SPECIFICATION3)CON2X2HFADERDETAIL #2)
EXTERIOR CORNER DETAIL CB
HOST STRUCTURE T ° v
ANCHOR "A" (CLOSEST TO EDGE) IS 3/8"0 X 3" LONG W/ 2' EMBEDMENT, ANCHOR "B" ISfl_EMENTS : , FARTHEST FROM EDGE AND IS 3/8"e X 3' LONG W/ 2-3/4" EMBEDMENT ANCHOR "A" MUST
PLAN VIEW) 2 • e
a ° CONFORM TO SPECIFICATIONS LISTED IN DETAIL Cl. SUPPLEMENTAL CONCRETE ANCHOR ("B")
SPECIFICATIONS: MINIMUM ULTIMATE TENSION CAPACITY OF 2,800f' MINIMUM WORKING TENSIONG
BRACKET WITH • ' CAPACITY - 700p: & MINIMUM WORKING SHEAR CAPACITY 1,00081 /B" ANGLE - e
B) /14 X 3/4" S.M.S. TO
WALL MEMBERS. CONNECTION WITH CONCEALED FASTENERS
000 0 o PARTIAL ELEVATIONS / 1" X 2" TO 1" X 2" CONNECTIONS C3ROOFPANELS (SELECT PER
TABLE 201) 2m
o
O5/16" EYE- O WELDED o _ _ _ _ - r - O CLOSED NTH DOUBLE NUTS.
DOUBLE COMPRESSION SLEEVES '
1 /8" STAINLESS STEEL CABLE COLUMN (SIZE PER TABLE
CUT FR1" % 5' ANGLE 203 BY WIND ZONE) 2" X 3" X 5/16" ANGLE OM - 2'
LONG BOTH SIDES C93EACH /14 S.M.S. EACH(LOAD CONDITION 2 ONLY) PERCONCRETEANCHORDETAIL
CB 2
r (
3/
4" O.C. MIN.) 3/
8" 0 CONCRETE ANCHOR 1/8 STAINLE S _ _ W/
2-3/4' EMBEDMENT (MIN. TYPICAL) STEELCABLE _ O
O 1/
8' STAINLESS 1' % 2' OB SOLE PLATE STEELCABLE. (4)-#10 X 4" S.M.S. INTO 2-X2"Xl/8- ANGLE EACH SIDE 2' X 2' X.045' CONTINUOUS ._ SCREW BOSSES EDGE
OF CONCRETE DOUBLEHOLLOWPOSTyOY
Y THIS - MAY ALSO BE PSIDEOF2- 3'
A.S.T.M. A-36 STEEL CONCRETE SLAB. MAINTAIN TYPIC WAL EI CATION CLIPWITH2-3/8' X 3- 2- MIN. EDGE DISTANCE CONCRETE
DECK.SLEEVE
ANCHORS TO 1/8' STAINLESS STEEL CABLE DETAIL (
ALTERNATIVE 1) I ESSION CIOx7F
EACHWALLNOTLATERALLYSUPPORTEDBYHOSTSTRUCTURE
MUST BE CABLED - TABULAR VALUES REPRESENT
WALLS PERPENDICULAR TO CABLED WALL FORNUMBEROFCABLESREFERTOTABLE211I
v
3/
8" SLEEVE A
CHOR. 1
1/4'x5 5/8'zt /8" FLAT
BAR DETAIL (
ALTERNATIVE 2) C10 2
2- #
10 S.M.S. FROM INSIDE FACE OF POST
INTO SCREW SPLINES OF HOLLOW GIRT (
1' EMBEDMENT MINIMUM.) --I 2"
X 2' HOLLOW HORIZONTAL (
GIRT). SELF
MATING POST OR HOLLOW POST. 2"
X 2" X.045" SELF -
A HOLLOW
POSTS W/ 2" X 2" HEADER ROOF
PANELS (SELECT PER TABLE
20I) L'
S.M.S. INTO iES
SELF -
MATING POSTS W/ 2X2 HAD R POSTS
TO SIDE WALL HEADER CONNECTIONS CIS PARTIAL
ELEVATIONS @ SCREEN FACE) 2 I
TOP VIEW I NOTES:
COLUMN
TO CONCRETE FASTENING 1)
COLUMN SHOWN IN 2" X 6' WITH 4 CONCRETE ANCHORS 2)
ANGLES PLACED UPON lX2 08 MAY BE 1/8- 3)
ANGLE PLACED UPON FOUNDATION REWIRES 5/16" 4)
REFER TO DETAILS Cl & C2 FOR CONCRETE ANCHOR SPECIFICATIONS.
5)
THIS VIEW TYPICAL OF BEAM SUPPORT POSTS, ANGLES AND FASTENERS
AT BACK OF POST VARY BY LOAD CONDITIONS AS
SHOft ON TABLE 212. 2
SCREEN
COLUMN (
SIZE PER TABLE 203 BY
WIND ZONE) 3/
8-_ 0 CONCRETE ANCHOR 3
EAC1/8' ANGLE EACH SIDE W/
2 EMBEDMENT (MIN.) (TYPICAL) 3
EACH /14 S.M.S. EACH SIDE 3/
4' O.C. MIN.) T-
1" X 2" OB SOLE PLATE 2500
PSI X
2%' LONG 2EACH /10 S.M.S. X 1-1/2 CONCRETE PPROVED
CONCRETE LONGINTOSOLEPLATE /A0 ANCHORS
O 24. O.C. TYPICAL)
S
EEN FACE ELEVATION C7 COLUMN
TOL'OWIrRETE FASTENING 2 PLANS
REVIEWED CITY
OF SANFORD Phone
Number: 407-
721-2292 Legal
Description: Design
aluminum alloy 6063T6 6061T-5 6061 T6 desion
conforms to the Florida Building Code 2004 Building as
amended and the Florida Building Code 2204- Residential and Me
E 7 fbr fqlbMnawind`.i w Jl 100mph11mh1m130mph140mh15omphIl11PARTIAL
ELEVATIONS / GIRT TO POST CONNECTIONS C5 2
Fastening Re-lulrements - Ends of Roof Beane ID Screen R(
Connecting to Posts wl 1/8" Splice Plates using 812 SMS Into
Tabular Values are Attached Cartier 8
c.•:....e..er CiA.1 4S I SS I BS I .7S .
Table 210E Allowable Post Spacings (Feet) for Coharan connection Detail Cl ( Load Condition 1) Table 207
PBntumble Rod Width _.._
Wind Zone 1 5 1 B 1 7 1 8 9 10 11 1 12
100 rnph Zorn 20.0 18.7 14.3 12.5 11.1 104 9.1 0.3
110 ph Zone 1&2 15.2 1&0 11.4 10.1 SA 3 7.5
120 Zone 15.4 1 12.8 11.0 9.6 84 77.0 6.4
130m Zws 13.3 11.1 9.5 9.3 7.1 6.7 e.t 5.6
140 Zone 11.8 9.8 8A 7.1 1 6.5 5.9 5.3 4.9
150 m Zone 10.0 8.3 7.1 6.3 5.8 5.0 4.5 4.2
Load (ondmnon [ / ustas l:4 RegUnrea Wxsn n awe - n awl- craws are GXC6saea
cos( ur 1.
ZXq" Lq! M qng Beam(H) 3 4 4 5 6 6 7-
Fastening Requirements - Ends of Roof Beans In Screen Rooms Tt16N 210b _
Connecting to Posts wl 118" Splice Plates Osi p14 SMS into Posts
ee.•n,eH r..:e. Rnvn lM. ahlmmialLml
Screws per Side) 4S 5S 6S 7S BS I 9L I 9H IDS 1
A 5 6 6 8 9 9 11 13Post
C 2•XA'SeH Beam 5 6 6 7 9 9 it 13
Post Group B 5 5 6 7 8 8 10 12
290'Sett wti Beam 4 5 5 6 8 8 9 11
I Post Group C 3 4 4 5 6 6 7 8
ZW Self- Beam(H) 3 3 4 4 5 5 6 7
Notes:
1) Post Groups shown below
2) Select Beam Fasteners from Table 209
31 Maintain a minimum spacing of 1' On Center of Screws, size plate to accomodate.
Group A Post Group B Post Group CPost
Web ThnkMress .045 Web TNckress .05(' Web Thickness
2X4XOW Holow ZDV Seth Ku" Beam 2•X8' i Beam
3X2XD45 F low 2 W Self -Mating Beam 2-X9- Self -Mating BeamjLL_
2XZX04S Self -Mating Snap
2X3XO45'Se9-Mating Snap
7VAY MQ Cdf_MbAm Crmam I 11
AOnerelots areas of Wall rMndl Exoosure bY2one for Wall Bracing Table 211 1
Cable
Pairs
Pretssure=>l 10 PSF 11 PSF 14 PSF I 16 PSF 18 PSF 21 P F '
Wind Zone=>l 100 1 110 1 120 11 130 140 150
NONE TABULAR
VALUES
N SOFT)
80 73 57 50 44 38
I 1 288 261 205 ISO 160 137
2 536 487 383 335 298 255 !
3 712 647 5D9 445 396 339 _
OWABLE SPANS for EDGE (or Carrier) BEAMS for Screen Roots TYPE 9 eDle 202e
Applied Unit Load = 26.3 SF Wad Zorn= 120 AP a ure C 9;
SW40 ExtrusionSecbrs Corobuedp
S-0' e- 7, 6.9
Lnad W ksh
9. f 10-0' I iv-9 17-0'
2X2 Holow I W4r I 4'-7 1 3-11' 1 39 1 3'$ 34• 3-r T-W
3X2 Holow I 6-9 1 6-1• 1 s$ 1 5,4' 1 S-(r I 4'-9 4'-r 44'
2)3 Holm Ta 1 S4' 1 W-10• I 4'4r 1 4'-r 1 3-11' I T-W 3-7' 4'4'
2X4 Fbbw Ttl T-1' 5'S 5-11' S-T 53 5- T r4r 4'-T
2X4 SMS 9 er a-11' a'-T T$ T3 6-11• 6-r 63
2X5 SAS 11'-r 19-T I 949 I9-7 e$ a-Z' T-10 T$
2X6 SAS 174' 11'3 1eS 9$ 9-r 6$ S-r T-11•
2X7 SAS 15S 14'-1' 13$ 17-2' 1V-T 10-11' 10S
2X5 SAS 16$ 1T-1' 15-1 14'-9 13-11' 3 77•r
CombiWbn Sector 6-or r-9 a-9 9-v, 10.0` 11'-P 1?-9
2X3 TS Beam w11X2 08 T3 6-T 4-i' SF SS S-1' 4'-10• 4'S
2X1 Ta Beam w/7X20B e$ T-11• T4' 6.19 6S 6-1' S-10' S-T
2X4 SAS w,IXY OB 10-1' 9-3- a--r r-11• TS 1 T-z- 6.10 eS
per special fasteNng ebvaeon on Page 30.
ALLOWABLE SPANS • Primary Members In Screen Wads (PostslCotu ns) for Screen RoaneTable 203c
W Ind Zone = 120 MPH F mse B, la Expcaure C. -Acty spent by 82%
IAYI Load al - 14 PSF Rod L- Load = 10 PSF
Post I Column
Load WkBs a
4'-T 4,4r S$ MITI I e-tr I 6$ 1 7, TS C4T
2 X 2 X 0.D45 X 0.045 Hobw 4'-11• 4'-T 4` 1'-7 3-11' I TA(r 74r 3-T 3-6
3 X 2 X 0.045 X 0.045 Hal.. T-7 6-9 I 6-Y 6-1' S-il S-T U.S. 63 1
2 X 3 X 0.D45 X 0.D45 NO- T4• 6-11' I 6--T I 63 5-11' I S$ S-r 1 64' S-7
2X3XO.045XO.045 e4' T•11' rS T-r e•1P 6-T 64' 6-1' S•11'
2 X 4 X 0.045 X 0.045 I41bw 9-7 C-P 63
2X4 XOA45 X0.045 it- 103 99 6$ 6-3' T-11•r4r
2X4X0.046X0.100SM9
2X5X0.050X0.116SMB
12-19
15-11.14'-111r3
12-1' 11'$ C!o 1e-1'
17F 9-9171r
9S
11'-r2XSXO.050XO.120SMB
9-1'
1e$ tS-19 154r 13-r 1T$ 1232X7X0.055 X 0220 SMS ZZ-1• 2(P-10' 199' ir4' 16$ 1e-1' 15-r
LLOWABLE SPANS for Carrlsr or Intermediate R001 Beans In Screen Rooms
Exposure B FOR: 120 (MPH Zoe) TYPE E Table 208c
For Exposure C_ MLBIply by 90%) .. Unit Load = Design Pressure = 26.3 (PSF)
I Roam Sarin / TdSnlery Load Width
Norte: Letter folowig span corresponds to Table 212 for Support Post
Fastening Re q u Ire me nts - Ends of Roof Support Beams In Screan Rooms
Connecting with Beams or Host Structure Table 209
By Beam and Fastener
912 SMS aIs SMS 3/8' 1f4' Du 318' Dle
Beam 9 Each 9 Each Thru - Lag Screw Masonry
Gins In Screen Walls) FOR 120 MPH Wind Zone Table 204c
Ma>drnum_vertical_ Spackg 7 S o.c.l Unit Load =-14 bsls(t -- 1
Extrusion 14'F 4'$ SF1 SF I 6-0" I6F T-(r
ZXZX045 Hobo 6F er T-19 TF T•7 6-11• 6F
2X3X045 Hollow 11'F 10-19 10-3 Ir 94' 94T 6F
2X4)0.050 Hollow 14'F 17-19 17-1 12F 1V-1, it'F 1•
Allowable Roof Panel Spam for Screen Roars with Solid Roofs Table 201
TYPE 11 Table 201a 100 MPH
Industry Standard Products
Wind Zone
Design
Load
Exposure B
Panel or Skn
0.024 0.032 1
Thickness
0.036 1 0.040
3'Standtno Seam Riser bv 5RAa, 35.0 V-7 6F 9J'
3- Cam ae 1 b EPS Core X Skin Thickness 18.3 17F Na Na
4' Composite 1 b EPS Core X Skin Thkksss 18.3 14-11 lea Na
r Com ite t It, EPS C X Slain Thickness 18.3 114'11
164• Wit Na
7 Can ae 2 b EPS Care X SMn Thickness 18.3 14'•7• n a Na
4' Composite (2 It, EPS Coro X Skin TNclo- 18.3 16.1'' rh Na
6 Conn h' 2 b EPS Core X Sian Thickness 18.3 IV-5' the rya
TYPE 0 Table 2011, 110 MPH
Industry Standard Products
Wind Za_
Design
Load
ne Exposure B
Pend or Sk_n
0.024 6032 1
Thickness
0.036 0.040
3• Stand Seam Riser 5 Rib 42.3 6-2' T-5' I T-9' V-S
3' Conn Be 1 b EPS Cae X Skn Thkkress 22.1 10-9 17-8'
Vf.va
4'Can Ale 11b EPS Coe XSkn TNokness 22A 11'Al 1W-1•
Ir Cam ile 1 b EPS Core X Sian TNckness 22.1 14%1' 154'
3- Can 2 b EPS Core X Stan Thickees 221 17F 11-9
4' Cam Its 2 b EPS Caro X Sion Thickness 72.1 14'-1" 1S•Y
6' Conn de 2 b EPS Core X Sian Thickness 22.1 154 1T-3•
TYPE II Table 201. 120 MPH
Industry Standard Products
Wind Zone
Design
Load s
Exposure B
0.0241
Panel or Skin
0.032
Thickness
0.636 10.040
3' Stand' Seam Riser 5 Rib 50.3 4'-9 1 69' 1 T-l'
7 Cam Ae 1 b EPS Core X Sin Thickness 26.3 10-2' I T-11• Na
4' Can Ate 1 b EPS Cae X Stun Thickness 26.3 11'3 13J• We
6 Can ae 1 b EPS Cara X Skn Thickness 28.3 134 1r Na JfVa3' Conn its 2 b EPS Core X Stan Thkkeaa 26.3 1•/1 12-11 Na
4'Can iro 2 b EPS Care X Sion TNcknass 26.3 173 14-S a
6 Can die 2 b EPS Core X Sldn Thickness 26.3 14S 164 Ne
uaeorxn -- - mw oewy -- a w _ , ,.......r,..•.,o , ems.
Ties is for Exposure B, for Exposure C, multiply spans shown by 92%.
Tables for TYPE 11 Configurations
ALLOW ALE SANS for EDGE its, Carnet BEAMS for Soren Ream TYPE 1 Table 20tc 1
SIrq* ExtrusionSacaun CarsbuAag
9 T-9
Load W itlln
9'- 1 - 1 -
2121fobr 1'3 3-10' 13-r T-C I 3-r 7.11• 7-10' 2-9
302 NO- 6-1• S$ S-1' W-9 4'-W' 4'-T 4`4" 3-11'
7X3 Hall -TIN 4'$ r4' 4'47 74r 3-T 7-w 73 3.11'
2%4 /blow Tit e4' 5-10 SS s$ r-9 I$ r4' r-r
2%4 She e-P 7-11' iS 111`11• ed I er IS•11• Sd
216 She 10-s I gal I W-W e-r T9 1 74' Tdr e$
SAS- 1'.r 10-r I 91-C 5$ n1P I r$ r-r2XS
ZX7 SMS 17-10" 12F 1l'$ 10.11' 194' 9$ lr-1' 8'41-
2XB SM 1 -1 1 4' I Wr 1 - i7$ 11111, 11'J- 1 -1
Combiutlm Section S•9 a-(r I T-0' C-(r 1 9-(r 10-0' 11'-9 12-9
ZX3 Tit Beam w/1X2 OB 6S 5-11' S$ 5.2' r-10' r-7-
Seem w/1)(20B T9 r•1• e•T a-2 5-10 sal' s3 S1r
27M X2 OB 9-T a-7 6$ 6S a-1• 5`40' I
Nob: ra to .W_. -_.xL., ne urea encdc moat w resenea a) ae-Pamyag says amarn
per apecial faslerlkg eWiatim on Page 30.
ALLONMBLE SPANS - Privy Members In Screen Wdle (PostslColams) for Screen RoomsTable 203.
Wind Zone - 12D MPH Exposure B. for Flee C, mnatiply span by 9O%
AOW uel Load al 14 PSF Applied Rapt U. Load = 10 PSF
Post lC k-n
Load or spacria
w4r 4'$ Sal I S$ r-T I e47'
p'
y4r T$ e47
2 X2 X 0045 X 0.045 Fbl- r.11' 4'-r 4'4' 4'-7 1.11' 3.19 3-T 3S
3X2X0.045XO.045Holwi r-r e-P e-6 C-1• 6.10' S-r s3 1'
2X3X0.015%o.M5HAou r4• CAI' e•T ed s-11• S4T Sr 5•r
2X3XM0/6%0.0/6 e4• T-11• T$ r-r Fier S•r e-T s-112X4X0050X0.050Holow 104 9•r W-1• e-C e3 T•1t' TF T-r
2X4XO.0/6%O.o15 10.11' 1e3 94r 93 a-11' eS T-11• r-r
2%4X0.01a X0.1SA81T-iP'17-1•11'$1e11•10$10.1•
2X5X0.050 X0.1153MB 15-11' W-11• 14rT 13•T 12-".1Z$ 9S11'-r 9-1' iv-r
2XBXO.1Xg XO.120 SAe 16-8" IS Ur 15$ 1r4' 13$ 13-2 1z$ tz3 10'
2X7X0.055XOl20SIB 16$ 1TS BS 1S$ 15.1' 14'F 13-11' 17S 13.1•
ALLOWABLE SPANS for Cartier or Intermediate Rod Bearrs In Screen Roters
Exposure B FOR: 120 (MPH Zons) TYPE I Table 203c
1 (Fa Emosue C. MIIbNDY 9O%) UnitLoad = Design Pressure a _ 32.6 (PSF) I
Beams 6-0'
888mS
64Y 70-0'
1Inou
t?-0'
LoaO Wem
14'-0' 76.0 F 15-(r 2v-T I 27.0-
2X4XO.015X0.100SMB I T-11'a I V-10'a I a-7a 5-7-b 6-2'b I r-10'b 4'-7b 14'b I 4!-Zb
2 X 5 X 0.050 X0.116 SMe I 9-Fa I 6-3b T4b 64 b 6-3b 6-100 6Fb 5'-Zb 14'-71b I
2 X8X0.050X0.120 SAS 10-7a I 6-9b T-itb T-7b 6-8b 6-zb 5-10'b 6-7b 1 Sib
2X7XO.055XO.120SMB 10-ttb 9'-5b 6Sb TFb r-7b 64rb 6-3b S•ttb 1 SFc
2 X8X 0.012xo22a SMB 7S4b 13'-3'b 11%11b 10.10c 10.0•c 9-5`c 6-19c 6Fc 9-Vd
2 X 9 X O.X0224 3 L 15-Tb 13'-Bb 17-lb 11'-1'c 1014% 9-rc 9-Pc 6-re 6.7d
2 X 9 X 0.082 X 0.306 SNO 16-Sb 16-7c IN-Wc 17-70 17-2•c 11'Sd 10=9'd 1a-rd 9Fd
2 X 10 X 0.092 X 0.380 Sloe 2?-rc I 19-7b 1TFc 16--11•d 14'9'd 13-10"d 139'd 1? I1171'F-
9'
e
2X9XOB2X3085MB264c 27-10'd20 18F 13 16-e 1S3e 11 F7derDa01ea
0XS 2ZDable2X1X39AS0T19-re 6-2•e iT-2b 16-Se
Biota: Letter lo" span carespoms W I sale z1Z 10r stgpm trash r-I ng nequremerm
Allowable Roof Panel Spans for Screen Rooms with Solid Roofs Table 201
TYPE I Table 201a 100 MPH Wind Zons Exposure B
Indmiry Standard Products
Design
Load
Panel a Skin Thickness
4 040
3' Starding Seam fRmar)5 Rib' 39. T 64p
3• Conn ite 1 b EPS Care X SI n Thicla- 22.6 W0 r 17-7' Me Na
4' Conn ae 1 b EPS Core X Sid. Thickmess 22.6 IT-1 13.11• We Na
6' Composite N ID EPS Coe X Skin Thickness 22.6 irF 16-7 rus n1a
3' Corrposite 12 lb EPS Core X Skin TNclmess 22.6 17-7• 13'-7" Na Na
4"Corricast. f2 b EPS Core X Slut Thickness 22.6 13-11 14'.1 V Na Na
6 Composite 2 b EPS Core X Skin Thickness 72.6 16-7 1T-2- I Na I Na
TYPE 1 Table 201b 110 MPH NAM EVosure B
Industry Standard Products
Design
Load s
Panel or SWn TNclmms
0.024 0.032 0.036 0.040
3" Stand Seam a 5 Rib 47.5 4'-10' 6-11' T-7 T-11"
3• Can its 1 b EPS Core X Skin ThicWtesa 27.4 10-1• 1119' the Na
4' Can 1 Ib EPS Core X Skin Thickens 27.4 11'-1' 17-1• nla. Na
6Cornpositail b EPS Coe X Skin TNckness 4 t 14'.7 1. i9a
3• Composite 2 lb EPS Core X Slat TNcl ma 27.4 1 V-9' 17$ streR='
4' Composite 2 Ito EPS Core X Skin TNCIQIWS 27.4 17-1' 14'-1'
6" Can its 2 Ib EPS Coe X Sldn Thir:Wess 27.4 14'3 16-1•
TYPE I Table 201c 120 MPH Wind 7orns Exposure B
Industry Standard Products
Design
Load
Panel or SIM Thickness
0.024 D.032 0.036 0.040
3• Standn Seam Riserby 5 Rib 56.6 4'-6• 1 6-5' 1 S'-B' T.3' 3'
Cornposite It Ito EPS Core X Skin Thklmasa 32.6 9F IV-11 n/a Na 4'
Can site If Ito EPS Core X Stun Thickness 32.6 tOF 174' lea rva 9
site 1 A EPS Cons X Skin Thickness 3206 12'-5' 13'S rda Na 3'
Can Be 2 b EPS Core X Stan Thickens 32.6 11'-1' 17-1' ante rJa P
Can Ate 2 b EPS Coe X Skin Tfnkkess 32.8 174' 13.3' Ants W 8'
Can site 2 Ib EPS Cons X Skin Thickness 32.6 IT-6' 15'-2' n)a Na Denaceon
L"S LMU la Sereng seam area UILU fa ""Po",toners. This
m for Exposure B. for Exposure C, multiply spans shown by 92%. COMPOSITE
ROOF PANEL REFER
TO TABLE 201) RECDVlf
C CHANNEL VAIN - 14
X 3/+' S.M.S. O 10" O.C. TOP
AND BOTTOM. OV
17Q" O MASONRY ORWOGORWOODFRAMEDHOST
STRUCTURE TEN
TO FASCIA WITH PERIMETER WALL u'
a % 2)i LAGS 12" ON CENTER
ALONG HEADER n NOTE:
FASCIA MUST BE 2" NOMINAL,
1- NOMINAL FASCIA d
MAY
BE AUGMENTED TO 2'. e COMPOSITE
ROOF PANEL CONNECTION TO HOST FASCIA WHERE
PROXIMITY OF HOST EAVE PROHIBITS
INSTALLATION OF FASTENER INTO
TOP OF PANEL. FASTEN PANELS O BOTTOM
W/ 6 EACH 014 SMS PER PANEL (
THIS APPLIES ONLY TO MAXIMUM ROOF
PANEL SPAN OF 12' AND A ROOF EXISTING
FASCIA - HEIGHT
OF 8% ALL OTHER APPLICATIONS REWIRE
SITE SPECIFIC ENGINEERING) d '
EXISTING MASONRY OR
WOW FRAMED 1,
o O Oo°
0
o
HOST STRUCTURE PERIMETER
WALL O
o O o 4 EXTRUDED
OR BRAKE -FORMED 14
SMS 10" ON CENTER 032" MIN.) ROOF HEADER (A.K.A. THRU
RECEIVING CHANNEL s RECEINNG CHANNEL) WITH X'e X INTO
PANEL TOP AND BOTTOM 2Y," LONG LAG SCREWS FOR LUMBER
HOST i PER STUD - 3/3.0 , `, 9' X
2M LONG MASONRY 1 C" C E 1, FORMASONRYHOSTO1 K C Y G V WREVIEWEDITO
HOST WALL OF SANFORD COMPOSITEROOFPANELCONNECTIONCITYJOB
REFERENCE: Screen Room DBE&U Owner
Name: u 1. \
Michael Thompson Address
CZ"1. Florida PE # 47509 P.
O.Box 580937 407-
721-2292 Phone
Number: Legal
Description: Design
aluminum alloy 6063T6 6061 T-5 6061 T6 design
conforms to the Florida Building Code 2004 Building as
amended and the Florida Building Code 2204- Residential and the
ASCE 7 for the fo And load 100mph
110mp 120mph 130mph 140mph 150mph
PLAf OF SURVEY q
for
MANUEL-A MARTINEZ
Legal Deoc:ription
Lot 141, HIDDE`! LAKE PHi;SE 3 UNIT 5, !ctor,dinc; to the plat thereof recorded in
Plat ;hook 29, Pales 40 and 41, of the PUbLic ,ecords of Seminole County, Florida.
a
Jo Q
ego 5. 8°I° 0°I 4(0'. E.
10 DRAW. E5K'r
S 141r
3
CONC., ••. N
i W
4L'
F— 43 N LAKEII -ToRN Aoa
w
js
comc. BLK. RE5. ..4
2
a
t44 ALOE0. CT • ,1
I o l45
141 10
Z) I er 144 140I
r
f Z4.10'
152
150
1 4- 12L, 1Z4
A. EwT. ' C.L. S F. 151
133
1;1
130 1v aNoC01.1c.
oc,arioI Zq d J oqDRIvEwISKETCHZS21.95'
LCI o
PLAREVIEWED
IT
OTYOF
SANFORD 5 J . 80 ° o°I' 44 w oo 0 w
0
z
Ln
cc
c.
Li! J
Q
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Ln
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SURVEY NOTES: