HomeMy WebLinkAbout123 Sandpoint Ct (2)RECEIVED
CITY OF SANFORD PERMIT APPLICATION Y JUL 18 2006
Permit # : O� _ .10(4p.10(4p �. Date: I0ty
Job Address: �.� SCS f1�fJO\n - C-� . JC9-n r'd '-4A. �% a rlr 3
Description of Work: n • r t '1 I (� }
t.or. ic,1Tt„nct: 0 ZnngValq& of WorkAV-SS' Ear
r1_rvl�rC 11lCu
�¢-
Z -, --L)
Permit Type: Uilding Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for outer than X)
Parcel #: - (Attach Proof of Ownership & Legal Description)
Owners Name & Address: 0r�t 121'k
Phone:
Contractor Name & Address: S E n r11 _
L State License Number: RS U= IQLLo V _
Phone &Fax: 79 Contact Persow Phone:33`ti--&Dto ^
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer: Phone:
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 applicablr. taw: regnl3ting
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR i'A Y:NG
TWICE FOR 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 re,: 1rds of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal e;cncies.
Acceptance ofpes it is verification that 1 wi I noti the owner of the property of the require is of Florida Lien Law, FS 713.
/ Z 7� IN/ o�
Signature of Owner/ ent Date Si ature of Contrac r`A ery _ Date
Print OwnoOAacilt's Name
17io4C
Signal redt%FrV, StK909WFQft Date
G'•� • My Commission DD511801n
Expires 01rcd►2010
Signature of N -
L/
OwneriAgent is Personally Know
Jr to Me pr _ V
Produced ID Ot:�'6z
Contractor/A ent iS
Produced ID_
il
APPLICATION APPROVED BY: Bldcun'/AUtilities:
Iln' �C Date) (Initial & Date)
Special Conditions:
_-7/iV%v4
Date
Known to Me
FD:
(Initial & Date) (Initial S Date)
00 Becky Ropers
My Corrtrrlissitxt DD180133
op 1k; Expires February 1t, 2007
POWER OF ATTORNEY
DATE:
I hereby name and appoint of
Affordable Screen & Patio, Inc. to be my lawful Attorney -In -Fact to act for me
and apply to the Building Department for a
Ct—
permit for work to be performed at a location described as:
Parcel ID # Lot _,5j— Block
Subdivision: r.-t"n�TLv 1 f u3 \1 \ I � 0^0– � rd
(Address of/Jpb)
(Owner of
and to sign my name and do all things necessary to this appointment
Type and print
Contractor
Signature of Certif d Contractor
The foregoing instrument was acknowledged before me this / / Okby
w is personally known to me o produced
as identification and who did not take an oath.
State of Florida
Notary
Notary
(Seal)
County of Seminole
Dater
r5
• `FBey Rogue
+ My Commission DD180133
60, Expires February 14. 2007
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=10203050700000510... 7/13/2006
27 1:3
D"m JOHMSON, CFA, ASA
PROPERTY26
APPRA[5ER
31
'14 49 61
SEMINOLE COUNTY FL.
x3
1101 E. Fl RST ST
23 4113
SANFORD. FL32771-1468
407-665-7506
47 .S� 3;
48
2006 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 10-20-30-507-0000-0510
Number of Buildings: 1
Owner: MARTIN RONALD W & TAMMY F
Depreciated Bldg Value: $116,573
Mailing Address: 123 SANDPOINT CT
Depreciated EXFT Value: $0
City,State,ZipCode: SANFORD FL 32773
Land Value (Market): $26,600
Property Address: 123 SANDPOINT CT SANFORD 32773
Land Value Ag: $0
Subdivision Name: GROVEVIEW VILLAGE 3RD ADD REPLAT
Just/Market Value: $143,173
Tax District: S1-SANFORD
Assessed Value (SOH): $110,045
Exemptions: 00 -HOMESTEAD
Exempt Value: $25,000
Dor: 01 -SINGLE FAMILY
Taxable Value: $85,045
Tax Estimator
SALES
Deed Date Book Page Amount Vac/Imp Qualified
WARRANTY DEED 12/2003 05146 0901 $136,900 Improved Yes
WARRANTY DEED 07/1999 03691 1256 $88,000 Improved Yes
SPECIAL 05/1994 02774 0733 $67,500 Improved No
2005 VALUE SUMMARY
WARRANTY DEED
SPECIAL
Tax Value(without SOH): $1,800
WARRANTY DEED 12/1992 02611 1886 $100 Improved No
2005 Tax Bill Amount: $1,633
CERTIFICATE OF 07/1993 02611 0162 $100 Improved No
Save Our Homes (SOH) Savings: $167
TITLE
2005 Taxable Value: $81,840
SPECIAL 08/1992 02479 0211 $100 Improved No
DOES NOT INCLUDE NON -AD VALOREM
WARRANTY DEED
ASSESSMENTS
CERTIFICATE OF 08/1992 02462 1242 $100 Improved No
TITLE
WARRANTY DEED 06/1989 02079 0301 $67,900 Improved Yes
WARRANTY DEED 12/1984 01602 0671 $65,400 Improved Yes
Find Comparable Sales within this Subdivision
LAND
LEGAL DESCRIPTION
Land Assess Frontage Depth Land Unit Land
PLATS: Pick...
Method Units Price Value
LEG LOT 51 GROVEVIEW VILLAGE 3RD
LOT 0 0 1.000 26,600.00 $26,600
ADD REPLAT PB 26 PGS 9 & 10
BUILDING INFORMATION
Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New
Num
1 SINGLE
1984 6 1,399 1,941 1,399 BOCK ONC $116,573 $127,402
FAMILY
Appendage / Sgft OPEN PORCH FINISHED/ 42
Appendage / Sgft GARAGE FINISHED / 500
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished, Base Semi Finshed
Permits
http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=10203050700000510... 7/13/2006
NOTICE OF COMMENCEMENT
STATE OF FLORIDA COUNTY OF S f- IC�
Permit No.
Tax Folio No. (PID) t rj-
This Instrument Prepared by: pA -C.
r
I IN it III II 111 II 111 II 111 it 111111111111111 III 11 III II III 1 IN
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 06330 Pg 06801 (Ipg)
CLERK'S # 2006114817
RECORDED 07/18/2006 09:53:20 AM
RECORDING FEES 10.00
RECORDED BY H Bailey CERTIFIED COPY
MARYANNE MORSE
CLEaEPUTY
COURT
SEMIFLORIDA
BY
K
r _ _
Return to:-c� `71 ti 1�c `i d 2006
The undersigned hereby gives notice that improvement(s) will be made certain real property, and in accordance
with Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROP
and street address)
GENERAL DESCRIPTION OF IMPROVEMENT
"C
I
OWNER INFORMATION
Name ` ►n Telephone # 3"C, 3c)q
Address Facsimile #
Sc',-) ' 13 '� 9 1 3
FEE SIMPLE TITLE HOLDER (If other than owner shown above)
Name — _ Telephone #
Address Facsimile #
10 a
Name , „ f i Telephone
Address _ Facsimile #
SURETY (BONDING COMPANY) (IF ANY)
Name and Address
LENDER (IF ANY)
Name and Address
Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as
provided by Section 713.13(1)(a)7.,Florida Statutes:
Name & Address
Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes:
Name and Address
In addition to himself, Owner designates of
To receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement
(The expiration date is 1 year from date of recording unless a different date is specified.)
-F� M AU4 1� .440 il
(/ Signature Of Owner I
Sworn to a d subscribed before me this y V �, o =e,►*r w,� Not Public State of Florida
7 Da of c. -z- 20 �.
Robert Forte
/ M Commission Expires //� ; My Canmssion 00511801
C � ��•'� y p� or r�. Expo eS 010/2010
Notary Public i
The foregoing instrument was acknowledged before me this, day of _S , 20 (, b rr �-
,y„ray ,C<, 1 lila Li, •� (Name of person acknowledged), who is personally known to me or
who has `roduced (Type of identification), a identification and who did/did not take
an oath. ro�.
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PLANS REVIEWED
CITY OF SANFORD
:ZAT�" '7- r;L•66
IA2.
SCREEN, ACRYLIC & VINYL. ROOMS StCTION 3A
INTERIOR BEAM (SEE TABLES
3A.1.3)
H.
2
►4 ,
, - soz�gqt% �
HOST STRUCTURE OR
FOURTH WALL FRAME
PANS OR PANELS•
ALUMINUM ROOF SYSTEM
PER SEcTiON 7
CARRIER 13EAM POST
TYPICAL SLOPED SOLID ROOT-' ENCLOSURC �
SCALE: N.T.S.
ALUMINUM ROOF SY�`FEM:..;-
PER SECTION 7 ""''^m>w� ,M s..s..uar.yw;.;a;tw ..�.,�I88i aTRUCTURE OR
. �
FOURTH WALL FRAME
USE BEAM TO WALL DET AIL
RIDGE BEAM (SEE TABLES
3A.1.4)
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214:68. S')UT1l DAYTONA. FL 72121
• TELEPHONE: (:83) 757.4774
FAY.: (311�i �67.6R58
® COPYRIGHT20VA '^ •� pAW
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION Of LAWRENCE E. BENNCTT. P.E. 3A-1
PLANS REVIEWED
CITY . OF SANFORD
SECTION 3A
SCREEN, ACRYLIC.& VINYL ROOMS
EDGE BEAM (SEE TABLES
3A.1.1 & 3A.1.2)
'LW' FOR / ..
MAX.
/
H' UPRIGHT HEIGHT(h) 1" x 2"
MIN. 3-1/2" SLAB ON GRADE,
VARIES OR RAISED FOOTING
FOR FOOTINGS SEE DETAILS
TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39)
Wl SOLID ROOF TYP. FRONT VIEW FRAMING
(HEIGHT OF UPRIGHT IS MEASURED'FROM
TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM)
SIZE BEAM AND UPRIGHTS
(SEE TABLES)
O.H.
SOLID ROOF
NO MAXIMUM
(ELEVATION SLAB OR GRADE)
VARIES
'LW LOAD WIDTH ECO CT ON
FOR ROOF. BEAM Al JEB
_ _._ @ FASCIA ALLOWED ---..------
( SEE SECTION 7 FOR DETAILS)
I Cr
O
z
V
co
P = PROJECTION FROM BLDG.
VARIES LW = LOAD WIDTH
,_ 'P' VARIES
NOTES:
1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C.
AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W1#10 x 2-1/2" S.M.S. W/
WASHERS OR #10 x 2-1/2"WASHER HEADED SCREW M AND
INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W1. WASHERS @ EACH POINT OFUMN
CONNECTION.
2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF Pl2 OR Pl2 + O.H.
3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3
4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION:
1-123 1 130 140 1 150
#8 1 # #12 1 #12
TYPICAL SCREEN ROOM
SCALE: 3/16" = 1'-0"
Ns REVI
Lawrence E. Bennett, P.E. FL # r " OF So
CIVIL ENGINEER. DEVELOPMENT CONSULTANT r1
P.O. BOXTELEPHONE: ESOUTH 0) TGT -47744 92121 �r
FAX: (386) 7678556
PAGE (D COPYRIGHT 2004
3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION of LAWRENCE E. eENNETT. P.E.
SECTION 3A
EDGE BEAM
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W/
-#10 x 1-1/2" S.M.S. MAX. 6"
FROM EACH END OF POST
AND 24" O.C.
FRONT WALL GIRT
SCREEN, ACRYLIC & VINYL ROOMS
ALTERNATE CONNECTION:
'2) #10 x 1-1 /2" S.M.S.
'HROUGH SPLINE GROOVES
;IDE WALL HEADER
ATTACHED TO 1" x 2" OPEN
)ACK W/ MIN. (2) #10 x 1-1/2"
>.M.S.
"1DE WALL GIRT ATTACHED Y
x 2" OPEN BACK W/ MIN. (3)
10 x 1-1/2" S.M.S. IN SCREW
OSSES -
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W/
#10 x 1-1/2 S.M.S. MAX. 6"
FROM EACH END OF POST .
AND 24" O.C.
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
rONCRETE W/ 1/4" x 2-1/4"
ONCRETE/MASONRY
NCHORS @ 6" FROM EACH
DST AND 2.4" O.C. MAX. AND
/ALLS MIN. 1" FROM EDGE OF
ONCRETE
TYPICAL & ALTERNATE CORNER DETAIL
SCALE: 3"= 1'-0"
Lawrence E. Bennett, P.E. FL # 16 P�pNS REVS
CIVIL ENGINEER - DEVELOPMENT CONSULTANT OF SI
P.O. BOX 214358, SOUTH DAYTONA, FL 32121 r
TELEPHONE: (386) 767.4774
FAX: (388) 78765% _
PAGE ® GOPYRIGHTZ004
3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITH
THE WRITTEN PERMISSION OF V WRENrt? E. BEN P.E.
SCREEN, ACRYLIC & VINYL:ROOMS
SECTION 3A
COMPOSITE". ROOF PANELS:
(4) 1/4" x 4" LAG BOLTS W/ RISER PANELS ATTACHED PER
1-1/4" FENDER WASHERS PER CHAPTER 7
4'-0" PANEL ACROSS THE
FRONT AND 24" O.C. ALONG
SIDES
2" x 2" OR 2" x 3" HOLLOW
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
POST ATTACHED TO BOTTOM
W/ MIN. (3) #10 x 1-1/2"
S.M.S. IN SCREW BOSSES
HEADI=R ATTACHED TO POST
W/ MIN. (3) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
2" x 2", 2" x 3" OR 3" x 2" I
HOLLOW (SEE SPAN TABLES)
FOR SNAP EXTRUVONS G.,
ATTACHED TO POST WITH
IVIIN. (3) #10. x 1-/2" S.".".S. !N
SCREW BOSSES
1" x 2'0 PEN BACK BOTTOM
RAIL
1/4" x 2-1/4" MASONRY
ANCHOR Q 5" FROM EACH
POST AND 24" O.C. (MAX.)
PMNs REVIEWED
CIV OF sio foRD
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER . DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA. FL 32121
TELEPHONE: (386) T87A774
FAX: (386) 767-6556
PAGE
Q COPYRIGHT2004
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BEN ETT. P.E. 3
SECTION 3A
14" x 6" RAWL TAPPER
THROUGH 1" x 2" AND ROW
LOCK INTO FIRST COURSE OF
BRICKS
ALTERNATE CONNECTION OF
SCREENED ENCLOSURE FOR
BRICK OR OTHER NON-
STRUCTURAL KNEE WALL
1" WIDE:(0.063" THICK STRAP
@ EACH POST FROM POST TO
FOOTING W/ (2) #10 x 3/4"
S.M.S. STRAP TO POST AND
(1) 1/11" x 1-3/4" TAPCON TO
SLAB OR FOOTING
SCREEN, ACRYLIC & VINYL ROOMS
ALUMINUM FRAME SCREEN
WALL
ROW LOCK
BRICK KNEEWALL TYPE S
MORTAR REQUIRED FOR
LOAD BEARING BRICK WALL
4" (NOMINAL) PATIO
CONCRETE SLAB (SEE NOTES
CONCERNING FIBER MESH)
(1) #5 0 BARS W/ 3" COVER
(TYPICAL)
BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS
SCALE: 3/4" = V-0" 4" MIN. (2) #5 BAR CONT.
2'-0" MIN. 3-1/2" (TYP.
(1) #5 BAR CONT.
BEFORE SLOPE 60
ALL SLABS) —;
g e
8„
TYPE I TYPE 11.
L -AT SLOP / NO FOOTING MODERATE SLOPE FOOTING
"/12" 2" / 12" - V-10„
1. The foundations shown are based on a minimum'soil bearing pressure of 1,500 psf. Bearing capacity of soil
shall be verified, prior to placing the slab, by field soil test or a soil testing lab.
2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete.
3. Nc footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection
from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type II footing is
required. All slabs shall be 3-1/2" (4" nominal) thick.
4. Monolithic slabs and footings shall be minimum 2,500 psi -concrete with 6 x 6 -10 x 10 welded wire mesh or
crock control fiber mesh: F_ ibermesh ® Mesh In ForceTm e37m (Formerly Fibermesh MD) per maufacturer's
5pacification may be used in lieu of wire mesh.
5. If local building codes require a minimum footing use Type II footing or footing section required by local
code. Local code governs.
(See additional detail for structures located in Orange County, FL)
6. If a carrier beam or fourth wall frame isr d use a Type II footing minimum.
SLAB -FOOTING DETAILS
SCALE: 3/4"
TYPE III
STEEP SLOPE FOOTING
> 1'-10"
Lawrence E. Bennett, P.E. FL # 16644 �NS REV►EWE
CIVIL ENGINEER- DEVELOPMENT CONSULTANT Q �� SAH
P.O. BOX 214368, SOUTH DAYTONA. FL 32121 ♦� !�
TELEPHONE: (386) 767.4774
FAX: (386) 7676566
PAGE
® COPYRIGHT 2004
.3A-%:18 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
SECTION 3A T SCREEN, ACRYLIC & VINYL ROOMS
Table 3A.2.1 'Allowable Upright Heights, Chair Rail Spans or Header Spans
for Screen, Acrylic or Vinyl Rooms
Aluminum Alloy 6063 T-6
For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF
3'-0"
3'-6"
Tributary Load Width 'W' = Purlin Spacing
4'-0" 1 4'-6" 5'-0" 1 5'-6" 1 6'-0" 1 6'-6"
Allowable Height 'H'/ bending'b' or deflection'd'
Sections 3'-0" 1 3'-6"
Tributary Load Width 'W' = Purlin Spacing
4'-0"1 4'-6" 1 5'-0" 1 5'-11" 1 6'-0" 1 6'-6"1
Allowable Height 'H'i bending'b' or deflection'd'
7'-0" 1
7'-6"
2" x 2" x 0.044"
Hollow 9'-5" b 8'-9" b
8'-2" b T-8" b
TA" b
6'-11" b
6'-B" b 1
6'-5" b
6'-2" b
5'-11" b
2" x 2" x 0.055"
Hollow 10'-3" b 9'-8" b
8'-11" b 8'-5" b
7'-11" b
7'-7" b
T-3" b
6'-11" b
6'-9" b
6'-6" b
3" x 2" x 0.045"
Hollow 11'-3" b 10'-5" b
9'-9" b 9'-3" b
8'-9" b
8'-4" b
7'-11" b
7'-8" b
T-5" b
7'-2" b
3" x 2" x 0.070"
Hollow 12'-9" d 12'-2" d
11'-7" d 10'-11"b
10'-5" b
9'-11" b
9'-6" b
9'-2" b
8'-10" b
8'-6" b
2" x 3" x 0.045"
Hollow 12'-9" b 11'-9" b
11'-0" b 10'-5" b
9'-10" b
9'-5" b
8'-11" b
8'-8" b
8'-4" b
8'-1" b
2" x 4" x 0.050"
Hollow 16'-3" b 15'-1" b
14'-1" b 13'-3" b
12'-7" b
12'-0" b
11'-6" b
11'-0" b 1
10'4" b
10'-3" b
2" x 4" x 0.046"
S.M.B. 19'-1" b 17'-8" b
16'-6" b 1 15'-7" b 1
14'-9" 111
14'-1' b
13'-6" b
12'-11" b
12'-6" b
12'-1" b
2" x 5" x 0.050"
S.M.B. 23'-7" b 21'-10" b
20'-5" b 1 19'-3" b I
18'-3" b
17'-5" bi
16-8" bl
16'-0" b 1
15'-5" b
14'-11" b
' x 0.044" Snap 11'-3" b 10'-5" bi 9'-9" b 9'-2" b 8'-8" b 8'-3" b7'-11" b 7'-7" b 7'-0" b 7'-1"
'x 0.045" Snap14'-4" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1"
'x 0.045" Snap 17'-7" b 1 16'-3" b 1 15'-3" b 1 14'-4" b I 13'-7" b 12'-11" b 1 12'-5" b 111'-11" b 1 1'1'-6" b 11'-1'
tee.-^nrl winrl mint at 97n MPH vplacity- usina design load of 13 #/SF
Sections
3'-0"
3'-6"
Tributary Load Width 'W' = Purlin Spacing
4'-0" 1 4'-6" 5'-0" 1 5'-6" 1 6'-0" 1 6'-6"
Allowable Height 'H'/ bending'b' or deflection'd'
7'-0" T
7'-6"
2" x 2" x 0.044"
Hollow
8'-8" b
8'-0" b 1
7'-6" b
7'-1" b
6'-8" b
6'-5" b
6'-1" b
5'-11" b
5'-8" b
5'-6" b
2" x 2" x 0.055"
Hollow
9'-5" b
8'-9" b
8'-2" b
7'-9" b
7'4" b
6'-11" b
6'-8" b
5'-5" b
E'-2" b
5'-11" b
3" x 2" x 0.045"
Hollow
10'-5" b
9'-7" b
8'-11" b
8'-6" b
8'-0" b
7'-8" b
7'-4" b
7'-1" b
6'-10" b
6'-1"b
3" x 2" x 0.070"
Hollow
12'-1" d
11'-5" b
10'-8" b
10'-1" b
9'-7" b
9'-2" b
8'-9" b
8'-5" b
8'-1" b
7'-1n" h
2" x 3" x 0.045"
Hollow
12'-10" b
11'-11' b
11'-2" b
10'-6" b
V-1.1"
b
9'-1" b
8'-9" b
C'-5"-- b
G --Z- b
2"
0
14'-11" b
13'-10" b
12'-11" b
12'-2" b*
11'. b
11'
10-7" b
10'-2" b
9'-9" b
a-ab
" x 0.046"
S.M.B.
17'-6" b
16'-3" b
15'-2" b
14'4" b
' 13'- b
12'-11" b
2'-5" b
11'-11" b
11'-0" b
11'-1" b
2" x 5" x 0.050"
S
21'-8" b
20'-1" b
18'-9" b
17'-9" b
16'-10" b'-
" -
164" b
14'-9" b
14'-2" b
13'-9" b
S.M.B.
23'-11" b
22'-2" b
20'-9" b
19'-7" b
18'-7" b
17'-9" b
16'-11"b
16'-3" b
15'-B" b
15'-2" b
2" x 2" x 0.044"
Snap
10'A" b
9'-7" b
8'-11" b
8'-5" b
7'-11" b
7'-7" b
7'-4" b
7'-0" b
6'-9" b
6-6" b
2" x 3" x 0.045"
Snap
13'-3" b
12'-3" b
11'-5" b
10'-9" bi
10'-3" bi
9'-9" b
9'4" b
8'-11" b
8'-8" b
8'4" b
2" x 4" x 0.045" .
Snap
1 16'-2" b 1
14'-11" b
14'-0" b 1
13'-2" b 1
12'-6" b 1
11'-11" bj
11'-5" b
10'-11" b
10'-7" b
10'-3" b
Notes:
1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the
above spans for total beam spans.
2. Spans may interpolated.
Lawrence E. Bennett, P.E. FL # 16644 TWO-
Spn`"
CML ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 767.4774
FAX: (388) 787.6556 '
PAGE
® COPYRIGHT""
3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BEYNETT, P.E.
SECTION 7
SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
EXISTING FASCIA
ROOF PANEL TO -FASCIA DETAIL
EXISTING HOST STRUCTURE SCALE: 3" = 1'-0.1- ".
WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED
OTHER CONSTRUCTION .@ 8" O.C. BOTH SIDES CAULK
FOR MASONRY USE ALL EXPOSED SCREW HEADS
1/4" x 1-1/4" MASONRY
NCHOR OR EQUAL @ 24" O.C.
FOR WOOD USE #10 x 1-1/2"
S.M.S. OR WOOD SCREWS @ W.
12" O.C. ROOF PANEL,
R60F PANEL TO WALL DETAIL
\ SCALE: 3".= V-0"
WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SU!;FASCIA FRAMING WHERE
POSSIBLE ONLY. 15% OF SCREWS CAN B 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 "I". 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.
ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION:
1100-1231 130 1 140 1 150
#8 1 #10 1 #12 1 #12
Lawrence E. Bennett, P.E. FL # 16644PCNs REV1t-0 ARD
CIVIL ENGINEER - DEVELOPMENT CONSULTANT pu 0� SpHi�
P.O. BOX 214304, SOUTH DAYTONA, FL 32121
TELEPHONE. (386) 707-4774
FAX: (386) 767 -GSW
PAGE
®
A COPYRIOHT2004
7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
#8 x 1/2" S.M.S. SPACED
EXISTING TRUSS OR RAFTER -
@ 8" O.C. BOTH SIDES CAULK
ALL EXPOSED SCREW HEADS
#10 x 1-1/2" S.M.S. OR WOOD
•
WOOD SCREW (2) PER
:..::.
RAFTER OR TRUSS TAIL
#10 X 3/4" S.M.S. OR WOOD
Q
a
SCREW SPACED @ 12" O.C.
�'. ..._• "'
�-= ROOF PANEL
EXISTING FASCIA
ROOF PANEL TO -FASCIA DETAIL
EXISTING HOST STRUCTURE SCALE: 3" = 1'-0.1- ".
WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED
OTHER CONSTRUCTION .@ 8" O.C. BOTH SIDES CAULK
FOR MASONRY USE ALL EXPOSED SCREW HEADS
1/4" x 1-1/4" MASONRY
NCHOR OR EQUAL @ 24" O.C.
FOR WOOD USE #10 x 1-1/2"
S.M.S. OR WOOD SCREWS @ W.
12" O.C. ROOF PANEL,
R60F PANEL TO WALL DETAIL
\ SCALE: 3".= V-0"
WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SU!;FASCIA FRAMING WHERE
POSSIBLE ONLY. 15% OF SCREWS CAN B 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 "I". 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.
ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION:
1100-1231 130 1 140 1 150
#8 1 #10 1 #12 1 #12
Lawrence E. Bennett, P.E. FL # 16644PCNs REV1t-0 ARD
CIVIL ENGINEER - DEVELOPMENT CONSULTANT pu 0� SpHi�
P.O. BOX 214304, SOUTH DAYTONA, FL 32121
TELEPHONE. (386) 707-4774
FAX: (386) 767 -GSW
PAGE
®
A COPYRIOHT2004
7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
• SOLID ROOF PANEL PRODUCTS SECTION 7
Table 7.4.1 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. 1# Density
Manufacturers Proprietary Products:
3" x 48" x 0.024" Roof Panel
Open Structures Screen Rooms Glass & Modular Rooms Overhang 1
Wind Mono -Sloped Roof &Attached Covers Enclosed Cantilever
Region 1&2 3 4 182 3 4 1&2 3 4 All
anwn span svan Roofs
iL
3" x 46" x 0.030" Rooi Panel
Screen Rooms
Glass &Modular Rooms
Overhang /
Open Structures
Mono -Sloped Roof
& Attached Covers
Enclosed
Cantilever
Wind .
3 4
1 &an 4
All
Region 182
span span span
pan
=1&aj�4
spaspan
Roofs
�m meal4 9d'-11" 27'-11" 27'-0"
23'-15'-9"
16'
25'-7" 1 24'-9"
11'-2" 1 13'-2"
15'-6" 1 4'-0"
I4"
x 48" x 0.024" Roof Panel
Screen Rooms
Glass & Modular f?coms
_Oved,:,�i r
I
Open Structures
Mono -Sloped Roof
& Attached Covers
Enclosed
Can ever
Wind
1&2
3
4
%2
3
4
Region
1&2 3
span span
.4
span
span
span
span
span
span
span
Roofs
100 MPH
23'-5" 26'-2"
25'-3"
22'-3"
24'-11"
24'-1"
17'-5"
19'-6"
18'-10"
4'-0"
110 MPH
23'-5" 26'-2"
25'-3"
20'-6"
22'-11'
22'-2"
15'-1"
181-0"
17'-5"
4'-0"
120 MPH
22'-3" 24'-11"
24'-1"
19'-1"
21'-4"
20'-7"
13'-9"
15'-4"
14'-10"
4'-0"
123 MPH
21'-5" 23'-11'
23'-2"
18'-6"
20'-9"
3'-5"
14'-11"
14'-6"
4'-0"
130 MPH
19'-9" 22'-1"
21'x"
17'-5"
19'-6"
q4'-71
2'-8"
14'-2"
13'-8"
4'-0"
140 MPH
13'-6" 15'-1"
14'-7"
13'-6"
15'-1"
1'-3"
13'-3"
12'-9"
4'-0"
150 MPH
JT -6- 15'-1"
14'-7"13'-6"
15'-1"
0'-5"
12'-4"
11'x"
4'-0"
4" Ic 48" x 0.030" Roof Panel
Screen Rooms
Glass &ModulaWRooms
Overhang
Open Structures
MonoSloped Roof
&Attached Covers
EncloseCanitAlii
vel
Wind
3
4
1&2
3
4
1&2
3span
Region
1&2
span
span
span
span
span
span
span
Roofs
100 MPH
27'-11" 31'-4"
30'-3"
26'-W
29'-10"
28'-10"
20'-10"
23'-4"
4'-0"
31'-4"
30'-3"
24'-7"
27-5_
26'-6
19'Q"
2.1.7'
4 o,
110 MPH
27'-11"
15'-4"
e rnam width +
NTRU, Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
35D BURBANK ROAD, P.0.BOX 214368,SOUTH DAYTONA,FL32121
OL,D9MAR, FLORIDA 34677 TELEPHONE: (386) 767.4774
NATIONWIDE 1 -BOD -229-5257 FAX: (386)767-6558
LOCAL B13-655-2627
FAX B 1 3-855-B 1 2B
PAGE
® COPYRIGHT 2004
NOT TO BE AEPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENC=BENNErr, .E. 7-49
PlAt4S REVIEWS
Cl -V OF SAHFORp
FASTENERS1 SECTION 9 I
1
DRIVE NAIL SP
W/NEOPRENE
WASHER
1
OPTIONAL
METAL FASTENERS WASHER
SCALE: N.T.S.
NOTES:
ALTERNATIVE FASTENERSMAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR
EXCEED THE SAFE WORKING`LQAD VALUES SPECIFIED BY T '� MANUFACTURER; AND SHALL BE
APPROVED BY THE BUILDING OFPIGIAL `
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA. FL 32121
TELEPHONE: (386) 7674774
FAX: (388) 767$556
PAGE
® COPYRIGHT XR04 .�
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
PLANZI
CITY OF �jpn"'•.lW
CONCRETE AND MASONRY ANCHORS
SCALE: N.T.S.
SHEET METAL:. HEX HEAD
MACHINE
SCREWS TEK SCREW LAG SCREW
BOLT
W/NEOPRENE
WASHER
1
OPTIONAL
METAL FASTENERS WASHER
SCALE: N.T.S.
NOTES:
ALTERNATIVE FASTENERSMAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR
EXCEED THE SAFE WORKING`LQAD VALUES SPECIFIED BY T '� MANUFACTURER; AND SHALL BE
APPROVED BY THE BUILDING OFPIGIAL `
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA. FL 32121
TELEPHONE: (386) 7674774
FAX: (388) 767$556
PAGE
® COPYRIGHT XR04 .�
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
PLANZI
CITY OF �jpn"'•.lW