HomeMy WebLinkAbout125 Donna CirCITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS 1.25 D- 041 UlL (i
Total Contract Price of Job%y
Describe Work p L'
Type of Construction
Number of Stories
Occupancy: Residential
PERMIT NUMBER "7v Total
Sq. Ft. 2-9% Flood
Prone (YES) (NO Number
of Dwellings / Zoning Commercial
Industrial LEGAL
DESCRIPTION (please attach printout from Seminole County) TAX
I.D. NUMBER OWNER %
ADDRESS
CITY
TITLE
HOLDER (IF OTHER THAN OWNER) ADDRESS
PHONE
NUMBER aao-C33y STATE
t-Iaim:n2 ZIP CITY
STATE ZIP BONDING
COMPANY ADDRESS
CITY ,
STATE ZIP ARCHITECT
I A ADDRESS
CITY
STATE ZIP MORTGAGE
LENDER JJ/ ADDRESS _
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CITY
nn
STATE
ZIP CONTRACTOR
M v b R.BGA! PT WN! PHONE NUMBER //07,?GZ-6i06 0 ADDRESS &
T !NIL, ST. LICENSE NUMBER 5000-5(f(p(Qq CITY
R fi Ayrl,VfGy ,z,,,9c STATE ZIP 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, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'
S AFFIDAVIT: I certify that all the foregoing information is accurate and that all
work will be done in compliance with all applicable laws regulating construction and
zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON
THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED.
FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE
IMPROVEMENTS TO YOUR PROPERTY. 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. v (-
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a F CCEPTANCE
OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE
REQUIREMENTS OF FL RIDA LIEN LAW, FS713. H
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of Owner/ e & Date Signature of Contr ctor & Date 0 `< 5(
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Application
Approved BY:Date: FEES:
Building Radon Police Fire Open
Space Road Impact Application PERMIT
VALIDATION: CHECK CASH DATE BY ORIGINAL (
BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) rt
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Na
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THIS
APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAILj; 4 O D i
Z d
5cmin+ar t•ix>>e.
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1101 IS. 14rsl St.
anford 1.7. 72771
4119.(1M147,i/M
GENERAL
VALUE SUMMARY
10-20-30-509-0000-
Parcel Id: 0440 Tax District: S1-SANFORD Value Method: Market
FOX GARY W & 01-SINGLE Number of Buildings: 1
Owner: ANNE T Dor: FAMILY Depreciated Bldg Value: $88,135
Address: 125 DONNA CIR Depreciated EXFT Value: $0
City,State,ZipCode: SANFORD FL 32773 Exemptions: 00-HOMESTEAD Land Value (Market): $14,000
Property Address: 125 DONNA CIR Land Value Ag: $0
Subdivision Name: HAZEL GLEN Just/Market Value: $102,135
Assessed Value (SOH): $96,385
SALES
Exempt Value: $25,000
Deed Date Book Page Amount Vac/Imp
Taxable Value: $71,385
WARRANTY DEED 03/1988 01936 0253 $82,400 Improved
Tax Bill Amount: $1,500
Find Comparable Sales within this Subdivision
LAND
LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value
LEG LOT 44 HAZEL GLEN PB 33 PG 63
LOT 0 0 1.000 14,000.00 $14,000
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1988 6 2,555 1,436 CB/STUCCO FINISH $88,135 $92,774
Appendage / Sgft ENCLOSED PORCH FINISHED / 180
Appendage / Sgft GARAGE FINISHED / 420
Appendage / Sgft BASE SEMI FINISHED / 483
Appendage / Sgft OPEN PORCH FINISHED / 36
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes.
http://www.scpafl.org/pl s/web/re_web.seminole_county_title?PARCEL=10203050900000z... 3/ 12/2002
Permll Number - p 2--qcib IN®I I N 8M8M IIRNMBNIINU
Parcel Idenllllcallon Number .
Prepared by: Sabr i t1a Ca r'Ler
Uularldv Screen & Atrnlny, IItC.
035 glanghlne I,rlrte
A1t2tmvnte SPri"W3, F.1a.3271`%
rlelum lo:
some as above
NOTICE OF COMMENCEMENT,—,—',
5181901,Ftarida l
CoUnly of Pm i t i
NANYAME NO CLEAR OF CIRCUIT COURT
KNIN U CatBITY
SK 04361 PO 1526
CLERK'S A 2002652231
RECEDED 03/86/8008 11tP8rs7 AN
REMIND FEES 6.00
RECORDED BY N Nolden
CERTIFIED COPY
MARYANNE MOP-*
CLERK OF CIRCUIT COURT
BEVOLE COYNTY. FLORICA
202
The Undei<slgned hereby gives rlolice Iltai inlp ovenlenl(s) will be ma11e to cerium real properly, arid h1
accordance with Cltapler 713, rlorld" Slalules, Ilse followblg h)lorntitllon Is provided 1111149 Notice W
Colnmencernenl.
1. besarip I tt of )ropetly (legal descriptlon of the Properly, and street Address it ev"Ilr+ble) 4 , r uZ 6re.,,Pi&+ r - 3,eye c03,Sfi t /
i i7oti vQ e, x . Sax- Tv -- P, F1, P-;Yv
2. Oetleral descrll)IIot1 0l Intltrvventet)1(s) iK , S'.zc ,zoo
3. Uwtter hiforttl IIolt
Name Gaz oX k I nlephante IJun)ber Address
o
A $ ,7-
17nx 1Junlber d.
r-ov 9lntple 1111e 1lvlder (11 other thrill owner shown "hove) Nance
1•elephvne hluntbrr Address
N/A rex 1Jumber Contractor
Name
buiattdv Screen nlrt)!ny Address
035 9111v1yhl.ne i,Ine A1.
tantvllte 9prinyq, r1.:t.3 7iy 8.
811rely (If arty) Nance
N/A Address
7.
Lender (If arty) Nance
N/A Address
Telephone
Number rnx
Ntrrnber Telephorle
Idunlber rex
fJuntber / 1rtlounl
of bond . Telep11vnn
IJulnber rox
Number 1,-'
07 -3d0 -136 - IU'
l) B62-6060 IU7)
U62-1221 8,
here0n11 w11hh11he 131a1e of rlollda designaled by Uwner upon whom nollces or other documents, tnny
be Served p§ provided by §713.13(1)(0)7., rlorldo slnlrlles. Nome
Tele lhonn Nutnbor Address
N/A rex 14uiiiber 9.
111 oddlllon to 111mself, owtler doslgllnlns 111e Iollowing to receive n Copy of the Lletlor's IJollce as provided
1116713.13(1)(b), rlorlda 81"Itrles. j
1•elephvne fJumber 1Address
N/A rax IJttr)1bor 10.
F-xplrallon dnto of rlotice of ronlmrltcemenl.(Ihe exp1811011 drlle Is 611e yenr Iron) Ilse deN tecording
unless a different dale Is specllled), r _
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8e tonedFV
M, Signnlure
ofVwner X p N
sworn
to avid subscribed bet to r11e 1111s OV tiny of wile
Is person ly known to tt)o OR produced b
as
Iden1111cellon. pnnhno
of Ik)Irny (nolnlinl sonl to eppoer Blow).
4-08-2002 11:53AM FROM DULANDO SCREENS 407 862 1221 P.1
PULONDO SCREEN N AWNING
835 Sunshine lane.AWn0nte'SPr1n9s. Florida 32714
407)862-6060 FAX (407)862-1221
LIMITED POWER OF ATTORNEY
I, Bernard Duncan, heraby authorized to obtain
a aermit for the following:
ILOT: SUbdivi s ion 1 6#^)
Address:
OWNER of Property:
Address:
Gary -Fox
Owner
Sworn to and subscribed to me this. aoZ by Bernard
Duncan who is personally known to me and who did .take an oath.
NOTARY: Si;S.4N L. MATRE
n - h" f coa"u1s;- rs cc
PaLOMPO SCREEM IS 0WH1HG
835 Sunshine Lane, Altamonte Springs, Florida 32714
407)862-6060 FAX (407)862-1221
LIMITED POWER OF ATTORNEY
I, Bernard Duncan, hereby authorized r to obtain
a permit for the following:
1_
LOT: Subdivision) 2 (Geri
Address: 13(5 1 pnry, ('jr. 4—:z l fpca - c I I?)
OWNER of Property: rl.i )-Anne 1Z7X
Address:
BERNARD DUNCAN
PRESIDENT
Sworn to and subscribed to me this by Bernard
Duncan who is personally known to me and who did .take an oath.
r
NOTARY. 4 Sv&&'LA,4A7-RE 5
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THESE PLANS
ACCEPTED FO
NFORD BUILDING DEPT.
RE REVIEWED AND CONDITION
PERMIT. A PERMIT ISSUED SHAL PERMITCONSTRUEDTSEALICENSETOPROCEEDH
THE WORK AN NOT AS AUTHORITY TO VIOLCANCEL, AI_ R, OR SET ASIDE ANY OF E
PROVISIONS Gf 1'HE TECHNICAL CODE.;, NOR SHAI
SSUANCE OF PERMIT PREVENT T iE BUILOIP 4
oawrr, r WIC
DEPT FROM T 'REAFT-R ;4'I, a trialL,R'." A CORRE - 1,tinONOFERRO0:,: ! HL. i f•lo' + !?NSTRUCTI -
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DULANDQ SCREEN & AWNING, INC
2';- 4
SWF Bcams:2xIV FB
LWF Beam" : 2x4i PB
Fua• Beam v : 2X2 FB
AL-1 Inc.
01-i7-2001
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SECTION 7 SOLID ROOF PANEL PRODUCTS
Table 7.3 Structall Building Systems Inc. Snap & Lock ® Composite Roof Panels
Allowable Spans for Composite Roof Panels @ Various Loads
Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 10 Density
Manufacturers Proprietary Products:
3" x 48" x 0.024" Panels
Open and Partially Enclosed Buildings Enclosed Buildings
Wind
Region
rhang Condition Wind
Region
erhang Condition
1& 2
Span
3
Span
4
Span
Max
Cantilever
1& 2
Span
3
Span
4
Span
Max
Cantilever
100 M.P.H. 15'-4" 17"-2' 16'-7' 4'-0" 100 M.P.H. 15'-3' 17"-1" 16'-6" 4'-0"
110 M.P.H. 14'-0' 15'-0" 15'-2" 4'-0' 110 M.P.H. 13'-3' 14'-10" 14'-4" 4'-0"
120 M.P.H. 12'-9' 14'-3" 13'-9" 4'-0' 120 M.P.H. 12'-2' 13'-7" 13'-2" 4'-0"-
130 M.P.H. 11'-10' 13'-3" 17-10' 4'-0" 130 M.P.H. 1 V-3" 12'-7" 12'-2' 4'-0'
140 M.P.H.. 10'-11" 12'-3' 11'-10" 4'-0' 140 M.P.H. 10'-11' 12'-2' 11'-9' 4'-0"
150 M.P.H. 10'-2' 11'-4" 10'-11' T-11' 150 M.P.H. 10'-2" 11'-4' 10'-11' 4'-0"
3" x 48" x 0,030" Panels
Open and Partially Enclosed Buildings Enclosed Buildings
Wind
Region
Overhang Condition Wind
Region
Overhang Condition
1& 2
Span
3
Span
4
Span
Max
Cantilever
1& 2
Span
3
Span
4
Span
Max
Cantilever
100 M.P.H. 17'-8" 19'-9' 19'-1' 4'-0' 100 M.P.H. 17"-7" 19'-8" 18'-11" W-0"
110 M.P.H. 16'-2" 18'-1" 17'-5" 4'-0" 110 M.P.H. 15'-3" 1T-1' 16'-0' 4'-0"
120 M.P.H. 14'-8' 16'-5' 15'-10' 4'-0' 120 M.P.H. 14'-0" 15'-8" 15'-2' 4'-0'
130 M.P.H. 13'-8" 15'-3' 14'-9" 4'-0' 1 130 M.P.H. 13'-0' 1 14'-6" 1 14'-1" 4'-0"
140 M.P.H. 12'-8" 14'-2" 13'-8" 4'-0" 140 M.P.H. 1 12'-7' 14'-0" 13'-7" 4'-0'
150 M.P.H. I 11'-9' 13'-1' 1 12'-8" 4'-0" 150 M.P.H. 1 11'-9" 13'-1" 12'-8' 1 4'-0'
4" x 48" x 0.024" Panels I
Open and Partially Enclosed Buildings Enclosed Buildings
Wind
Region
rhang Condition Wind
Region
erhang Condition
1& 2
Span
3
San
4
San
Max
Cantilever
1& 2
San
3
Span
4
Span
Max
Cantilever
100 M.P.H. 16'-10" 18'-10" 18'-2' 1 4'-0" 100 M.P.H. 16'-9" 18'-9' 18'-1" 4'-0'
110 M.P.H. 15'-5" 17'-2" 16'-7" 1 4'-0" 110 M.P.H. 14'-6" 16'-3" 15'-8" 4'-0"
120 M.P.H. 13'-11' 15'-7" 15'-1' 4'-0" 120 M.P.H. 13'4" 14'-11" 14'-5" 4'-0"
130 M.P.H. 13'-0" 14'-7" 14'-1" 4'.0 130 M.P.H. 12'-5" 13'-10" 13'-5" 4'-0"
140 M.P.M. 12'-0" 13 '- 13'-0" 4'-0" 140 M.P.H. 11'-11' 13'-4" 1 12'-11" 4'-0'
150 M.P.H. 11'-2" 12'-0" 12'-1" 4'-0" 150 M.P.H. 11'-2" 12'-6' 1 12--1" 3'-9"
4" x 48" x 0.030" Panels
Open and Partially Enclosed Buildings Enclosed Buildings
Wind
Region
Overhang Condition Wind
Region
erhano Condition
1& 2
Span
3
Span
4
Span
Max
Cantilever
1& 2
San
3.
Span
4
Span
Max
Cantilever
100 M.P.H. 19-5' 21'-8' 20'-11" 4'-0" 100 M.P.H. 19'-4" 21'-7" 20'-10" 4'-0"
110 M.P.H. 17'-9" 19'-10" 19'-2" 4'-0" 110 M.P.H. 16'-9" 18'-9" 18'-1" 4'-0"
120 M.P.H. 16'-1' 18'-0' 17'-5" 4'-0" 120 M.P.H. 15'-5" 17'-3" 16-8" 4'-0"
130 M.P.H. 14'-11" 16'-9" 16'-2" 4'-0" 130 M,P,H. 14'-3" 15'-11' 15'-5" 4'-0"
140 M.P.H. 1T-11' 15'-6' 14'-11' 4'-0" 140 M.P.H. 1 13'-9' 1 15'-5' 14'-11" 4'-0'
150 M.P.H. 12'-10' 14'-5' 1 13'-11' 4'-0" . 150 M.P.H. I 12'-10' 1 14'-5' 1 13'-11' 4'-0-
Lawrence E. Bennett, P.E.
CIVIL ENGINEER -DEVELOPMENT CONSULTANT S T A U C TAL Le
P.O. BOX 4358, SOUTH DAYTONA. FL 32121
TELEPHONE (366) 767-4774 350 BURBANK, OLDSMAR, FL 34677-4906
FAX (366) 767-6555
LOCAL (813) 855-2627
NATIONWIDE 1-800-969-3706
SEAL FAX 813)854-2802
PAGE
COPYRIGHT 2001
7-32 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E.
SCREENED ENCLOSURES SECTION 1
Table 1.3 Allowable Post / Upright Heights For Primary Screen Wall Frame Members
Aluminum Alloy 6063 T-0
For 3 second wind oust at velocity of 120 MPH or an applied load of 14 01 sq. fL'
Hollow Sections
Tributary Load Width 'W' Upright Spacing
3' -0" 4'-0" F-F 6'-0" , T-0" F-F
Allowable Helght'H' l bending W or deflection'd'
2" x 2" x 0.044" T-7- d 6'-11- d 6'-2' b 5'-8' b 5-3- b 4'-11- b 4'-7- b
2" x 2" x 0.055" 8'-0' d T-0' d 6'-9' b 6'-2' b 5'-8" b 5'-0' b 5'-0' b
2" x 3" x 0.045" 10'-5- d 7-1- b 8'-Y b 7--5- b 6'-11- b 6'-5- b 6'-1- b
11'-9' b 10'-2" b 9'-1' b 8'-4' b. T-0' b T-2" b 6'-9" b
Self Mating Sections
Tributary Load Width W = Upright Spacing
T-0" 4'-0" 5'7 1 6'-0" T-0" I 8'-0"' ' 9'-0"
Allowable Height'H' I bending b' or deflection 'd'
2" x 4" x 0.044 x 0.100" 15'-5' d I T-11" bi 12'-6' b 11'-5" b 10'-7" b 9'-11" b 9'-4' b
2" x 5" x 0.050" x 0.100" 19'-1" d 1T-4' b 15'-6' b 14'-2" b 13'-1" b 12'-3' bj 11'-7' b
2" x 6" x 0.050" x 0.120" 22'-0' d 20'-0' b 1T-11' b 16'-4" b 15'-2' b 14'-2' b 13'-0" b
2" x 7" x 0.055" x 0.120" 25'-0" d 22'-11' b 20'-0" b 18'-8" b 1T-4" b 16'-2" b 15'-3' b
2" x 8" x 0.072" x 0.224" 31'-11' d 27-0' d 26'-7' b 24'-3" b 22'-W b 21'-0' b 19'-10" b
2" x 9" x 0.072" x 0.224" 35'-7" d 32'-4' d 29'-5" b 26'-11" b 24'-11" b 23'-3" b 21'-11" b
2" x 9" x 0.082" x 0.310" 3T-6' d 34'-0' d 31'-7- d 2W-O" b 26'-11' b 25-2' b 23'-9' b
2" x 10" x 0.092" x 0.369" 43'4" d 39'-5" d 36'-7- d 34'-4" b 31'-9" b 29'-8' b 28'-0" b
Snap Sections
Tributary Load Width '1M= Upright Spacing
3'-0" I 4'-0" I 5-0" I 6'-0" I T-0" I 8'-0" I 9'-0"
Allowable Height'H' l bending b' or deflection 'd'
2" x 2" x 0.044" 87 d T-9' d T-3' d 6'-9' b 6'-3' b 5-10' b 5'-0' b
2" x 3" x 0.045" 11'-5' d 10'-5' d 9'-0" b 8'-W b T-11" b T-5' b 6'-11" b
2" x 4" x 0.045" 14'-5' d 12'-9" b 11'-5' b 10'-5" b 9'-8" b 9'-0" b
2" x 6" x 0.062" 23'-9' d 21'-T d 17-8' b IT-1 1" b 16'-0' b 15'-T b
2" x 7" x 0.062" 26'-10' d 24'-0' d 21'-11' b 1 17-11" b 18'-0" b 1T-0" b
For allowable heights at wind velocities other than 120 MPH, see conversion table 1A on the specification
page for tables at the beginning of this section and example below.
Note:
1. Thicknesses shown are "nominal' industry standard tolerances. No wall thickness shall be less than 0.040'.
r• ^ 2. Using screen panel Width 'W' select upright length 'H'.
3. Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total upright
height.
4. Site specific engineering required for pool enclosures over 20' in mean roof height.
5. Span is to be measured from center of beam and upright connection to fascia or wall connection.
t ; 6. Chair rails of 2" x 2' x 0.044" min. and set @ 36" in height can be considered as residential guardrails provided
they are attached with min. (3) #10 x 1-1/2' S.M.S. into the screw bosses and do not exceed 8'-0" in span.
Example: To calcualats allowable height at 140 MPH wind velocity for.
2' x 4' x 0.045" Snap Section with 'W' = 4'-0'
1. Find 'H' at 120 MPH: H =12'-9'
2. Comrert'H'to decimal feet: H=12'-9' =12.75
3. Select the appropriate multiplier from conversion table 1A
found on the specification sheet at the beginning of this section.
if the height is followed by'b' use Bending multiplier.
if the height is followed by'd' use Deflection Multiplier.
4. Multiply height in decimal feet by appropriate multiplier. r: T 'H' at 140 MPH is 12.75 x 0.88 = 11.22'=11'-3'
Lawrence E. Bennett, P.E.
VM ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA. FL 32121
V' .. TELEPHONE (388) 767-4774
FAX (386) 767-WN
i• SEAL
lily"::r
iT_
PAGE
IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. 1 -49
SOLID ROOF PANEL PRODUCTS
PAN ROOF ANCHORING DETAILS
RIDGE CAP
8 x 9/16" TEK SCREWS @
PAN RIBS EACH SIDE
CAULK ALL EXPOSED SCREW
HEADS & WASHERS
8 x 1/2" S.M.S. (3) PER PAN
AND (1) AT PAN RISER
ALTERNATE CONNECTION:
8 x 1-1/4" SCREWS (3) PER
PAN INTO BEAM THROUGH
BOXED END OF PAN AND
HEADER
ROOF PANEL TO BEAM DETAIL
SCALE: 3" = V-0"
WHEN FASTENING PANELS
OR PANS TO WOOD PLATES
SCREWS SHALL HAVE A
MINIMUM EMBEDMENT OF 1"
CAULK ALL EXPOSED SCREW
HEADS & WASHERS
FOR COMPOSITE ROOFS:
10 x (t+ 1/2") S.M.S. W/
1-1/4"0 FENDER WASHERS
@ 12" O.C. (LENGTH =
PANEL THICKNESS + 1")
@ ROOF BEARING ELEMENT
SHOWN) AND 24" O.C. @
NON -BEARING ELEMENT (SIDE
WALLS)
SECTION 7
SEALANT
PAN HEADER (BREAK -
FORMED OR EXT.)
HEADERS AND PANELS ON
BOTH SIDES OF BEAM FOR
GABLED APPLICATION
PAN OR COMPOSITE ROOF
PANEL
8 x 1/2" S.M.S. (3) PER PAN
ALONG PAN BOTTOM
FOR PAN ROOFS:
3) EACH #8 x 1/2" LONG S.M.S.
PER 12" PANEL
ROOF PANEL
PER TABLES SECTION 7)
SUPPORTING BEAM
PER TABLES)
ROOF PANEL TO BEAM FASTENING DETAIL
SCALE: 3" = V-0"
Lawrence E. Bennett, P.E.
CM ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4388. SOUTH DAYTONA. FL 32121
TELEPHONE (W) 757-4774
FAX (386) 7674666
SEAL
PAGE
COPYRIGHT 2001
NOT TO RF REPRODUCED IN WHOLE OR IN PART WOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. 7-1
ITH
11
SOLID ROOF PANEL PRODUCTS SECTION 7
COMPOSITE ROOF ANCHORING DETAILS
8 x 1/2" S.M.S. SPACED
EXISTING TRUSS OR RAFTER @ 8" O.C. BOTH SIDES
10 x 1-1/2" S.M.S. OR WOOD r
WOOD SCREW (1) PER
RAFTER OR TRUSS TAIL
10 X 3/4" S.M.S. OR WOOD a w .:
a . —
ROOF PANELSCREWSPACED@12" O.C.
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
FOR MASONRY USE
1/4" x 1-1/4" MASONRY
JCHOR OR EQUAL @ 24" O.C.
FOR WOOD USE #10 x 1-1/2"
S.M.S. OR WOOD SCREWS @
12" O.C.
4"*
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
SCALE: 3" = V-0"
ROOF PANEL TO WALL DETAIL
SCALE: 3" = 1'-0"
8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES
ROOF PANEL
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA
FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS.
BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS
INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE
WASHER HEADED SCREWS.
HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "r. THE WALL
THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL
WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH
ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED
ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A
MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE.
Lawrence E. Bennett, P.E.
CML ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 43M SOUTH DAYTONA. FL 32121
TELEPHONE (356) 767-4T74
FAX (366) 76745M
SEAL
PAGE
COPYRIGHT 2001
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E BENNETT, P.E. 7-3
SCREENED ENCLOSURES
1" x 2" EXTRUSION ANCHOR
TO CONCRETE W/
CONCRETE ANCHORS WITHIN
6" OF EACH SIDE OF EACH —
POST AND @ 24" O.C. MAX.
SELECT CONCRETE ANCHORS
FROM SECTION 9
r..
SECTION 1
POST SIZE 2" x 4" MAX.
SCREWS OR THRU-BOLTS
SEE SECTION 9)
MIN. 3-1/2" SLAB 2500 P.S.I.
CONCRETE 6 x 6 - 10 x 10
WELDED WIRE MESH OR
FIBER MESH CONCRETE
POST TO PLATE TO CONCRETE DETAIL
I" x 2" EXTRUSION ANCHOR TO SCALE: 3" = 1'-0"
CONCRETE W/ CONCRETE
HORS 6" MAX EACH SIDEANC POST SIZE (SEE TABLE)
OF EACH POST AND @ 24"
O.C. MAX. OR THROUGH 2" x 2" x 0.063" ANGLE EACH
ANGLE AND @ 24" O.C. MAX. SIDE ATTACH TO POST AND
SELECT CONCRETE ANCHORS CONCRETE @ LOAD BEARING
FROM SECTION 9 WALL W/ (2) MIN. S.M.S. (PER
MIN. 3-1/2" SLAB 2500 P.S.I.
SECTION 9) EACH SIDE
CONCRETE 6 x 6 -10 x 10 4 . • ANGLES AS SHOWN ABOVE
WELDED WIRE MESH OR 4
d • MAY BE USED TO CONNECT
FIBER MESH CONCRETE ` CHAIRRAILS AND PURLINS
ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL
SCALE: 3" = 1'-0"
x 2" EXTRUSION ANCHOR TO
CONCRETE W/ CONCRETE
ANCHORS 6" MAX. EACH SIDE
OF EACH POST AND @ 24"
O.C. MAX. SELECT CONCRETE
ANCHORS FROM SECTION 9
MIN. 3-1/2" SLAB 2500 P.S.I.
CONCRETE 6 x 6 -10 x 10
WELDED WIRE MESH OR
e'u''FIBER MESH CONCRETE
POST SIZE (SEE TABLE)
SIDE WALL POST TO PLATE TO CONCRETE DETAIL
SCALE: 3" = V-0"
Lawrence E. Bennett, P.E.
CML ENGINEER - DEVELOPMENT CONSULTANT
q;• P.O. BOX 4368. SOUTH DAYTONIL FL 32121
TELEPHONE (386) 767-4 74
FAX (386) 7674M
LE OR N PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E.
SEAL
PAGE
1-39
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