HomeMy WebLinkAbout313 Mckay Blvdt
CITY OF SANFORD PERMIT APPLICATION
Permit #
Job Addrims:
Description of Work:
Historic I>istrict: Zoning: Value of Work:
2 EIIyEp
FEB - 9 2006
Permit T; pe: Building' V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanic al: 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:
Construct ion Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: _ I ? ,
nn
Attach Proof of Owne hip & LelgaI D criptl n)
Owners Name & Address: Al ` A • c')l r)c:k L 313 I I t RAd I'S t' J- 5F '
Contractor Name & Address: W''V4e) P f P,10l17 _ d
Phone & F.i f:
Bonding G.mpany:
Address:
Mortgage lender:
Address:
Architect/Engineer:
Address:
Person:
State License
Phone:
Fax:
7lob
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
1 issuance of:i permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
t permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOA IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER Or, AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE. It 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
i
this county, a ay be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Accept nce 3f permit ver' ration that I ill notify the owner of he pr pe of the re. 're ents of Florida Lien Law, FS 713. /y// - /
f` : (Q U
tgn e o wner Agent Date nature of Contra t /A t Date
I rin ner/Age is Nam Print rector/Ag is Nam
Noa T
tgnature of No ry rate Flo d Date Signature of Notary- to of FI 'da Date
wner/Agent is Personally Knot nto Me o Contractor/Agent is _ mall Known to Me
Produced ID CPP LL CIL 5
V / _
Produced ID
APPLICATION APPROVED BY: Bldg: ' / t'
Zoning: Utilities: FD:
Initial & Date) —0nitial & te) (Initial & Date) (initial & Date)
pecial Con1itions:
Becky Ropers
My Commission DD180133
p w Expires February 14, 2007
Bedty Room
y Canrnbsion DDIOO133 c'
Expires February 14, 2007,
POWER OF ATTORNEY
DATE:. " T
I hereby name and appoint of .
Affordable Screen & Patio, Inc. to be my lawful Attorney -In -Fact to act for
and a ly to the t P Building Department for a
permit for work to,be performed at a..location described as;
Parcel ID # :'% /=- ( '-0t Block
Subdivision: I
kAdd ess of ,Job)'.
Owner MProperty 3c :address)
and to sign my name and do all things necessary to this appointment
Type and print cameo Certi ed Contractor
Signatur o ertified Contractor
17 .otn_ a instrument was acknowledged before me thi lam' _ y
44• .
The fore,. .. .
who is personally knoN -lio produced
as identitication and'who did not take an oath.
State of Florida County of Orange'
rotary Signature
DPW N Becky Ropers
d
My Commission DD780133
Seal) p d Expires February 14, 2007
7l
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
DAVID JoNNSOH, CFA, ASA 1;.;2,
PROPERTY 46
APPRAMER
1C!3
d,
SEMINOLE COUNTY FL, 1W
1101 E. FiRsT ST
sANFORD, FL32771-746a 10
6
407-65-7506 2006
WORKING VALUE SUMMARY GENERAL
Value Method: Market Parcel
Id: 31-19-31-527-0000-0520 Number of Buildings: 1 Owner:
SINGLETON RIA A Depreciated Bldg Value: $113,546 Mailing
Address: 313 MC KAY BLVD Depreciated EXFT Value: $0 City,
State,ZipCode: SANFORD FL 32771 Land Value (Market): $20,200 Property
Address: 313 MC KAY BLVD SANFORD 32771 Land Value Ag: $0 Subdivision
Name: CEDAR HILL REPLAT Just/Market Value: $133,746 Tax
District: S1-SANFORD Assessed Value (SOH): $133,746 Exemptions:
00-HOMESTEAD Exempt Value: $25,000 Dor:
01-SINGLE FAMILY Taxable Value: $108,746 Tax
Estimator SALES
2005 VALUE SUMMARY Deed
Date Book Page Amount Vac/imp Qualified Tax Value(without SOH): $2,181 SPECIAL
08/2004 05442 0057 $146,100 Improved Yes 2005 Tax Bill Amount: $2,181 WARRANTY
DEED Save Our Homes (SOH) 0 CORRECTIVE
07/
2004 05395 1084 $100 Vacant No Savings: DEED
2005 Taxable Value: $109,320 WARRANTY
DEED 10/2003 05142 1238 $540,000 Vacant No DOES NOT INCLUDE NON -AD VALOREM Find
Comparable Sales within this Subdivision ASSESSMENTS LAND
LEGAL DESCRIPTION Land
Assess Land Unit Land Frontage
Depth PLATS:
Pick... Method
Units Price Value LOT
52 CEDAR HILL REPEAT PB 63 PIGS 96 LOT
0 0 1.000 20,200.00 $20,200 97 & 98 BUILDING
INFORMATION Bid
Year Base Gross Living Est. Cost Bid
Type Fixtures Ext Wall Bid Value Num
Bit SF SF SF New 1
SINGLE
2004
11 1,234 3,216 2,810 CB/STUCCO $113,546 $114,693 FAMILY
FINISH Appendage /
Sgft OPEN PORCH FINISHED / 12 Appendage /
Sgft GARAGE FINISHED / 394 Appendage /
Sgft UPPER STORY FINISHED / 1576 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. If
you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://
www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=3119315270000O... 1 /19/2006
I IN I III DIED Is RIO Iwo IAN" I III III Iloilo
NOTICE OF COMMENCEMENT,
I ,
14WYAW& 10jWk'•, t .Elilt ilt= CIRWIY CUURY
SE NINULE Umly
STATE OF FLORIDA COUNTY OF YY1( O/ K 115 Pq 058,0; tlpgi
L E RK' S # 200602184 7
RECURM OW09112%* 09.52154 ANPermitNo. RE;11101141i Fab 1(i.00
Tax Folio No. (PID) - Q(jgC) — OS O RE;URt11ti1 by N Dailey OQOQ` OP4ZVCR
This Instrument Prepared by: -
Oc,J PQy o
Zk-
Lnq
t
4
Return to: — ,
130X D
S/
The undersigned hereby gives notice that improvement(i) will be made certain real property, and in accordance.,;
with Chapter 713. Florida Statutes, the following informtion is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY (Legal Description of the proverty and street address)
GENERAL D IMPROVEMENT
OWNER INFORMATION
Name A. Telephone # 7 3 t 2757
Address 3 Facsimile #
S'f)n F4 , 3a -
FEE SEMPLE TITLE HOLDER (If other than owner shown above)
Name C ,M ' Telephone #
VAddress
Facsimile #
CONT TO
1- /
Name . dJ d'
4
Telephone #
Address . Facsimile #
L onO L,Jo
SURET (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 Owneri upon whom notice or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes:
Name and Address
1 08050800ne anyw onsa se o r o s
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 fromdate of recording less a different date is specified.)
Al
Swor o and subscribe&before me this Day of r6G 'a! 200 ,¢' Becky R09em
My Commisslon DD180133
My Commission Expires I%q/°"` Expires February 1a, zoos
Notary Public / k-/
The f97 ;nu 1"str t"nt as s-knowledged before roe this " day of r''' , 2006y
0 Na of person ackowl dged), who is personally known tie or-
who has produc ( ype o identification), a identification and who did/ id not take
an oath.
N N'
R
47
PLAT OF BOUNDARY SURVEY
for
MARONDA HOMES
Legal Description
LOT 52, CEDAR HILL REPLAT, according to this Plat thereof as recorded in Plat Book 63, Pages 96
through 98, of the Public Records of Seminole County Florida.
53
S 89°50'24" E 105.00'
DRAINAGE & UTILITY EASEMENTt----------------------------------<s-------,
v i O
52
10
20
Z STORY CONC8B0.15TUCCD I? 5. '
5.17 _ ,
FF. ELEV = 33.92 Iv '' CONC.; W , `
DRIVE?
UNZ LJ
0 2.02
14'
a01
31.8 8'
U/ L________________
1
1.9 7' I
N 0
CA
34.05' C_n I o O
O_
5' DRAINAGE &UTILITY EASEMENT
89°50'24" E 105.00'
51
SCALE: 11 "=202
SURVEY NOTES:
1) The street address of the above -described property is 313 McKAY BOULEVARD.
2) The above -described property lies in a Flood Zone X per FIRM 12117C 0065E dated APRIL 1995.
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SURVEYOR'S CERTIFICATE
This is to certify that I have made a Survey of the above described property and that the plat hereon delineated
is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical
Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes.
REVISIONS: CERTIFIED CORRECT TO:
RE VISE D I-oR FOUN OAT(ON 1 22 MAR • Z09 RIA A- SINGLETON
REVISED FOR r-iW4l <cO2VEy: e, JUL.2004 KI NER SURVEYING, INC. CHALLENGE MORTGAGE
R . BL A I R K I TNER P.L.S. NO. 3382 CHICAGO TITLE INSURANCE COMPANY
KAMPF TITLE & GUARANTY CORPORATION
Post Office Box b23, Sanford, rl. 32772-0823 ADNORAM TITLE COMPANY, INC.
407) 322-2"
PROJECT NO: a4—(o(o SURVEY DATE: (0 M ARW 2004
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SCREEN, ACRYLIC & VINYL ROOMS
INTERIOR BEAM (SEE TABLES
3A.1.3)
ALUMINUM ROOF SYSTEM
PER SECTION 7
RIDGE BEAM (SEE TABLES
3A.1.4)
SECTION 3A
HOST STRUCTURE OR
FOURTH WALL FRAME
PANS OR PANELS
ALUMINUM ROOF SYSTEM
PER SECTION 7
CARRIER BEAM POST
HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE .
SCALE: N.T.S.
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214358. SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 767-4TI4
FAX: (386) 767-66M
PAGE
COPYRIGHT 2004 3A-
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS
LW` FOR
MAX.
H,
UPRIGHT
1 HEIGHT (t
EDGE BEAM (SEE TABLES
3A.1.1 & 3A.1.2)
I-. x2 " 1
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)
W/ SOLID ROOF TYP. FRONT VIEW FRAMING
HEIGHT OF UPRIGHT IS MEASURED FROM
TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM)
LW' LOAD WIDTH
FOR ROOF BEAM
P/2,.... -" 'P/2'
SIZE BEAM AND UPRIGHTS
r -
SEE TABLES)-
O.H.
SOLID ROOF
NO MAXIMUM - /
ELEVATION SLAB OR GRADE)
VARIES VARIES
P' VARIES
@ FASCIA ALLOWED
SEE SECTION 7 FOR DETAILS)
D
Cl)U
u
0
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
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 W/ #10 x 2-1/2" S.M.S. W/
WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0"
INTERNALLY OR W/ ANCHOR CLIPS AND ( ) #8 SCREWS WOANCHOR BEAM AND COLUMN WASHERS
@ EACH PONT OF CONNECTION.
2.
SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + 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:
100-
123 130 140 150 8
1 W 1 #12 1 #12 TYPICAL
SCREEN ROOM SCALE:
3116" = l'-0" Lawrence
E. Bennett, P.E. FL # CIVIL
ENGINEER. DEVELOPMENT CONSULTANT P.
O. BOX 214380. SOUTH DAYTONA. FL 32121 TELEPHONE: (
386) 767-4774 FAX: (
388) 787-6W PAGE
COPYRIGHT
2004 3A-
2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRrnmN PERMISSION OF LAWRENCE E. BENNETT. 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
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.
SCREEN, ACRYLIC & VINYL ROOMS
ALTERNATE CONNECTION:
10 x 1-1/2" S.M.S.
HROUGH SPLINE GROOVES
IDE WALL HEADER
JTACHED TO 1" x 2" OPEN
LACK W/ MIN. (2) #10 x 1-1/2"
M.S.
IDE WALL GIRT ATTACHED 1
x 2" OPEN BACK W/ MIN. (3)
10 x 1-1/2" S.M.S. IN SCREW
OSSES
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
CONCRETE W/ 1/4" x 2-1/4"
ONCRETE/MASONRY
NCHORS Q 6" FROM EACH
OST AND 24" 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
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA, FL 72121
TELEPHONE: (385) 767-4774
FAX: (386) 767.6555
PAGE ® COPYRIGHT 2004
3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
SCREEN, ACRYLIC & VINYL ROOMS
COMPOSITE ROOF PANELS:
4) 1/4" x 4" LAG BOLTS W/
1-1/4" FENDER WASHERS PER
4'-0" PANEL ACROSS THE
FRONT AND 24" O.C. ALONG
SIDES
2"x2"OR2"x3"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
e
s
ICAL UPRIGHT DETAIL
SCALE: 3" = 1'-0"
SECTION 3A
RISER PANELS ATTACHED PER
CHAPTER 7
HEADER ATTACHED TO POST
W/ MIN. (3) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES'
2"x2",2"x3"OR3"x2"
HOLLOW (SEE SPAN TABLES)
FOR SNAP EY.TRL!SIONP GIFT
ATTACHED TO POST WITH
MIN. (3) #10 x 1/2" S.M.S. IN
SCREW BOSSES
1" x 2" OPEN BACK BOTTOM
RAIL
1/4" x 2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C. (MAX.)
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER . DEVELOPINENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA. FL 32121
TELEPHONE: (388) 767-4774
FAX: (366) 707.6=
PAGE
Q COPYRIGHT 2004 3A-7
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS
Upright Heights, Chair Rail Spans or. Header Spans . Table 3A.2.1 Allowable
for Screen, Acrylic or Vinyl Rooms
Aluminum Alloy 6063 T-6 using design load of 11 #/SF
For 3 second wind gust at 110 MPH velocity; Width'W' = Purlin spacingTributaryLoad
sections 37-0" 3'•6"
Height 'H'.l bending'b' or def(ection'd' Allowable
69'-5" b 8'-9" b 8'-2" b 7'-8" b 7-4" b 6'-11" b 6'-8"
b2" 2" x 2" flo 44How
10-3" b9'-8" b 81-2- b
8'-5" b 7'-11" b 7'-7" b 7'-3" b x
2" ow 11'-
3'-5" b 9'-9" b 9•-3" b e'-9" b S'" b 7'-11" b I
3" x 2" x 0.045" 3"
x 2" x 0.070" No
Hollow
12'-9" d 12-2" d 11-7" d ?" h s o" b 9 _5" b B'-1-01" b I X5"
X x6"
x x2"
x aond
wind Sections
gust
at 120 MPH vewcrry; u,,,y •y '--- - Tributa
Load Width'W' = Purlin S acing 7,-
p" 7'-6" 3'.
p'• 3'-6" " Allowable
Hei ht 'H' I bendin _b' or deflection'd' " h
5'.e" b 5'-6" Hollow
12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" 9-Z- D 9'
6"" o-
a v 0.
012-10" b 11'•11" b 11'-2" b 10' 6" b 9'-11" b b b7" b 0 2" b 9'-9" b 9'-5" 14'-11"
b 13'-10" b 12'-11' b 12'-2" b 14'-4"
b 11'-7"
13'-7"
b 12 -11" 0.01
6-6" b 16'-3" b 15'-- b 18'-9" b
17'-9" b 16'-10" b0.0. 5,. b14 =
9" b 14' 2" b 13 =9 021'-6" b
gQ4 ff'420'-1" b
22'-2" 17'-
4'1" 23'-11"
b
9'-7 b
80;9 b 8 _5"b 711" b 7'-7" b b 8-6b. 0.
010'4" • b13'.3. b 12'-3" b 11'-5"b 10'-g" b 10'-3" b b 9'" b 8'-11" b 10'-11 b 10'-
7" b 10'-3 0.0 16'-2" b 14'-11" b 14'-0" b 13'-2" b11'-5" b 0.0 Notes: distancefromuprig
ht to center of brace to beam connection to the include length of kneebrace. Add horizontal 1. Above spans donotabovespansfortotal
beam spans. 2. Spans may be
interpolated. Lawrence E. Bennett, P.
E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214366.
SOUTH DAYTONA FL 32121 TELEPHONE: (386) 767-4774
FAX: (366) 767.6556
PARE COPY 3A"24
NOT
RIGHT
2004 TO BE
REPRODUCED IN
WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETr, P.E.
SECTION 7 I _ SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
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
SCREW SPACED @ 12" O.C.
8 x 1/2" S.M.S. SPACED
@ 8 O.C. BOTH SIDES CAULK
ALL EXPOSED SCREW HEADS
ROOF PANEL
ROOF PANEL TO FASCIA DETAIL
SCALE: 3" = V-0"
EXISTING FASCIA
EXISTING HOST STRUCTURE #8 x 1/2" S.M.S. SPACED
WOOD FRAME, MASONRY OR @ 8" O.C. BOTH SIDES CAULKOTHERCONSTRUCTIONALLEXPOSEDSCREWHEADS
FOR MASONRY USE.:
1/4" x 1-1/4" MASONRY
ANCHOR OR EQUAL @ 24" O.C.
FOR WOOD USE #10 x 171/2"
S.M.S. OR WOOD SCREWS @ "" ROOF PANEL
12" O.C.
ROOF PANEL TO WALL DETAIL
SCALE: 3" =1,-0"
WOOD STRUCTURES SHOULD CO T TO TRUSS BUTTS OR
T USTHE SUB- CIA FRAMING WHERE .
OFSCREWS CAN THETRUS SUB -FA
SHALL EAPOSSIBLENLYDOUBL/
EANCHORS. ALL SCREWS INTO HE HOST STRUCTURE SHALL HAVE MINIMUM1-1//44" WASHERS ORSHALL
BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION
SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE
THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHOREDTOTHEHOSTSTRUCTUREWITHANCHORSAPPROPRIATEFORTHEMATERIALCONNECTEDTO. THEANCHORSDETAILEDABOVEAREBASEDONALOADFROM120M.P.H. FOR SBC SECTION 606 FORAMAXIMUMPOSSIBLESPANOFTEROOFPANELFROMHEHOSTSTRUCTURE. ANCHORS BASED ON
120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231
130
1 140 1 1 W 8 1 #10
1 #12 012 Lawrence.E. Bennett,
P.E. FL # 16644 CIVIL ENGINEER . DEVELOPMENT
CONSULTANT P.O. BOX
2143". SOUTH DAYTONA, FL 32121 ' TELEPHONE: (3E6) 767-
4774 FAX: (366) 767.
6M PAGE COPYRIGHT 2004
OR
IN PART WITHOUT THE WRITTEN PERMISSION OF tAWRENCE E. BENNErr. P.E. 7-4 NOTTOBEREPRODUCEDINWHOLE
SOLID ROOF PANEL PRODUCTS SECTION 7
Table 7.4.1 Structall Building Systems
Allowable Spans for Composite Roof Panels @ Various Loads
Inc. Snap & Lock ID composite Roof Panels
Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density
Manufacturers Proprietary Products:
3" x 45" x 0.0Z4" Koof ranee
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Glass & Modular Rooms
Enclosed
Overhang I
Cantilever
Wind
Region 1&2 3 4 1&2 3 • 4 1&2 3 4 • All
Roofs
span
21'1"
span
2T-10"
span
23'-0"
span
20'-4"
span
22'-9"
span
21'-11"
span
15'-1"
span
17'-9"
span
16'-3"
14'-10"
4'-0"
4'-0" 100 MPH
1 2V-4- 23'-10- 23'-0" 20'-11" 20'-2" 1T-9" 15'-4"
4'-0"
120 MPH 20'-4"
19'-6"
22'-V
21'-10"
21'-11"
21'-1"
17% 19'-5"
18'-11"
18'-10-
18' 3"
16'-3"
12'-6"
11'-8'
11'-1"
13'-11•
13'-8"
12'-11"
13'-6"
13'-2"
12'-6"
4'-0'
TM130PH 20'-2" 19'-5" 15'-1"
4'
1T-9"
13'-9" 13'-3" 10'-3" 11'-6'
140 MPH 12'-4"
12'-4"
13'-9'
13'-9"
13'-3'
13'-3"
12'
12'4" 13'-9" 13'-3" 9'-6" 10'-8' 10'-4" 3'-11"
150 MPH
3" x 48" x 0.030" Roof Panel
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Glass 8 Modular Rooms
Enclosed
Overhang I
Cantilever
Wind
Region 1d.2 I 3 4
span
2
span
3
span
4
span
2
span
3
span
4
span
All
Roofs
span
24'-11"
span
27'-11" 1 2T-0" 23'-10" 261-8" 25'-9" 18'-8" 20'-10" 1 20'-2" 4'-0'
MPH100
24'-11"
23'-10'
27'-11"
26'-8-
27'-0"
25'-9"
21'-11"
20'-5'
24'-6"
22'-10"
23'-B"
22'-l'
I W-2"
14'-8"
19'-3"
17'-8"
18'-6'
15'-10"
15' 6"
4'-0"
4'-0"
110 MPH
0 MPH
3 MPH 27-11" 25'-7" 24'-9" 19'-10" 22'-2- 21'-5" 14'-4" 16'-0'
15'-2"14'-8" 4'-0"
0 MPH
12
21'-2" 23'-7' 22'-10" 18'-8" 20'-10" 20'-2" 13'-7"
12'-8" 14'-2' 13'-B"4'-0"
0 MPH 14'-5"
14'-5"
16'-2"
16'-2'
15'-7'
15'-7"
14'-5'
14'-5"
16'-2"
16'-Z'
15'-7"
15'-7" 11'-2" 13'-2" 12'-9" W-0"
0 MPH
4" x 49" x 0.024" Roof Panel
Open Structures
Mono -Sloped Roof
J&2 3 .4
span I span span
23'-5" 26'-2" 25'-3'
23'-5" 26'-2" 25'-3"
22'-3" 24'-11" 24'-1"
21'-5" 23'-11' 23'-2"
19'-9" 22'-1" 21'-4"
13'-6" 15'-1" 1 14'-7'
13'-6" 15'-1" 1 14'-7"
Screen Rooms
Attached Covers
1&2 3 4
span span span
22'-3" 24'-11" 24--1-
201-V 22'-1 V 22'-2"
19'-1" 21'-4" 20'-7"
18'-6" 20'-9" 20'-0"
17'-5" 19%6" 16'-10"
1 13'-6" 1 15'-l' 14'-7"
1 1T-6" 1 15'-1" 14'-7"
Glass 6 Modular Rooms
Enclosed
1&2 3 4
span span I span
17'-5" 19'-6" 18'-10"
15'-1" 18'-0" 17'-5"
13'-9" 15'-4" 14'-10"
1T-V 14'-11" 14'-6"
12'-8" 14'-2" 13'-8"
11'-3" 13'-3" 12'-9"
10'-5" 12'4" 1114"
Overhang 1
CantAii; ver
Roofs
4'-0"
4'-0"
W-0"
4'-0"
4'-0"
4'.0"
1 4'.0"
Wind
Region
100 MPH
110 MPH
12D MPH
123 MPH
130 MPH
140 MPH
150 MPH
4" x 48" x 0.030" Kool ranee
Open Structures Screen Rooms Glass & Modular Rooms Overhang
Wind Mon -Sloped Roof Attached Covers Enclosed Cantilever
Region 162 3 4 1&2
span
3
span
4
span
1&2
span
3
span
4
span
ll
I Roofs
100 MPH
span
27'-11" 1
span
31'4" 1
span
30'-3' 26'-8" I 29-10• 28'-10" 20'-10" 23'-4" 27-6" 4'-0"
110 MPH 27'-11" 1 31'-4' 1 30'-3• 24'-7" 1 27'-5" 26'-6" 19-0 21'-7" 20'-10" 1 4'-0"
Note: Total roof panel width a room width + wall width +
A @
350 BURBANK ROAD,
OL.DSMAR, FLORIDA 34677
NATIONWIDE 1-BOO-229-5257
LOCAL 813-BSS-2627
FAX B 1 3-855-81 2B
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTON& FL 32121
TELEPHONE: (386) 767-4774
FAX: (386)767.6556
COPYRIGHT 2004
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
PAGE
7-49
FASTENERS SECTION 9
CONCRETE EXPANSION
DRIVE NAIL SPI E SCREW T-BOLT BOLT
ANCHOR .
CONCRETE AND MASONRY ANCHORS
SCALE: N.T.S.
SHEET METAL: HEX HEAD MACHINE
SCREWS TEK SCREW LAG SCREW BOLT
W/NEOPRENE
WASHER
1
OPTIONAL
J METAL FASTENERS WASHER
SCALE: N.T.S.
NOTES:
ALTERNATIVE FASTENERNAY BE USED AS SHOWN IN THE D AILS HEREIN, AND MUST MEET OR
EXCEED THE SAFE WORKINMQAD VALUES SPECIFIED BY T MANUFACTURER; AND SHALL BE
APPROVED BY THE BUILDING OFFICIAL
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA. FL 32121
TELEPHONE: (386)767-4T74
FAX: (386) 767.6666
PAGE
COPYRIGHT 2Q04
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 9-1
PLAT OF 601_.NDARY SURVEY
for
MARONDA HOMES
Legal Description
LOT 52, CEDAR HILL REPLAT, according to tho Plat thereof as recorded in Plat Book 63, Pages 96
through 98, of the Public Records of Seminole County, Florida.
741
I
I
I
25.00' I
46
II
53
I
II
iI
i
S 89*50'24" E 105.00'
DRAINAGE & UTILITY EASEMENT D
s
O IF
cx o
I---------------
O
CD
48.04'
2 STORY CO NC. BLk /STucUS RE5 •
25.0
I
1 7 -7_
CD
O '
Q0 FF. ELEV = 33.92 ry eoNc. , ` I
Iv
O
DRIVE
w
V
Cq52 140472.02'
cl
z
1.97' f]
O
oN
t o
I
O I
O 31.88' 34.05' I o
I 00
rt -----------------------------------------
JJr-Z J 5' DRAINAGE & UTILITY EASEMENT
III
S 89'50'24" E 105.00'
51
SCALE: 1 "=20'
SURVEY NOTES:
1) The street address of the above -described property is 313 McKAY BOULEVARD.
2) The above -described property lies in a Flood Zone X per FIRM 12117C 0065E dated APRIL 1995.
SURVEYOR'S CERTIFICATE
This is to certify that I have made a Survey of the above described property and that the plat hereon delineated
is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical
Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes.
REVISIONS: CERTIFIED CORRECT TO:
REVISED FOR FOUNOAT(ON 22 j\,1AR1W4 RIAA- SINGLETONY(-AL-
REVISED Fort V-W4tC?dQVEY'e,JOL.2004 CHALLENGE MORTGAGEKINERSURVEYING, INC.
R BL A I R K I TNER - P.L.S. NO. 3382 CHICAGO TITLE INSURANCE COMPANY
KAMPF TITLE 8 GUARANTY CORPORATION
Post Office Box b23, San;for-J, rl. 32772-0823 ADNORAM TITLE COMPANY, INC.
407) ;322-2000
o PROJECT NO: a4—(p(o SURVEY DATE: (0 MARC14 2004
1-4eF ..e,• l:
i ^ A psC... I
A . Spo rS is
t- 42
V, AY'
W.Z SY
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log,
I
I
I ti j
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y
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rA. r7i" ,_ s4L rxZ !k
7.
r (
5 lc: C%L l.aJb 14 .
J
SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A-
INTERIOR BEAM (SEE TABLES
3A.1.3) HOST STRUCTURE OR
FOURTH WALL FRAME
PANS.OR PANELS''
H ,
ALUMINUM ROOF SYSTEM
PER SECTION 7
It CARRIER BEAM POST
4 TYPICAL SLOPED SOLID ROOF ENCLOSURE
SCALE: N.T.S.
ALUMINUM ROOF SYSTEM HOST STRUCTURE OR IPERSECTION7FOURTHWALLFRAME
USE BEAM TO WALL.DETAIL
RIDGE BEAM (SEE TABLES
3A.1.4)
H
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214358, SOUTH DAYTONA, FL 32121
TELEPHONE: (366) 767-4TT4
FAX: (356) 757.6556
PAGE
COPYRIGHT 2004
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. BENNETf, P.E. 3A-1
SECTION 3A 1 SCREEN, ACRYLIC& VINYL ROOMS
EDGE BEAM (SEE TABLES .
3A.1.1 & 3A.1.2)
LW' FOR
at
MAX.
H*
UPRIGHT
HEIGHT (h)"x 2"
MIN. 3-1/2" SLAB ON GRADE
VARIES R RAISED FOOTING
FOR FOOTINGS SEE DETAILS
TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39)
WI SOLID ROOF TYP. FRONT VIEW FRAMING
HEIGHT OF UPRIGHT IS MEASURED'FROM
TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM)
LW' LOAD WIDTH CT O
FOR ROOF BEAM ALTERNATE
P/2' .... 'Pl2' . __ @FASCIAALLOWED_7 --
SEE SECTION 7 FOR DETAILS)
SIZE BEAM AND UPRIGHTS
SEE TABLES)
zF
O.H. N_
SOLID ROOF
P:0 MAXIMUM /
ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG.
v_-
VARIES
LW = LOAD WIDTH
VARIES
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 W/ #10 x 2-1/2" S.M.S. W/1
INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS WOANCHOR BEAM AND MN WASHERS
@ EACH POINT OF CO
NNECTION. 2.
SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 +I O.
H. 3.
SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3AA.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION:
100-
123 130 140 150 g
1 po 1 #12 1 #12 TYPICAL
SCREEN ROOM SCALE:
3/16" = V-0" Lawrence
E. Bennett, P.E. FL #1-6 CIVIL
ENGINEER. DEVELOPMENT CONSULTANT P.
O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (
366) 767-4774 FAX: (
366) 757-OW PAGE
COPYRIGHT
2004 To3A-2NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A
INTERIOR BEAM (SEE TABLES
3A.1.3) HOST STRUCTURE OR
FOURTH WALL FRAME
PANS OR PANELS 'I
H .
ALUMINUM ROOF SYSTEM
PER SECTION 7 I
CARRIER BEAM POST0
TYPICAL SLOPED SOLID ROOF ENCLOSURE'
SCALE: N.T.S. ' I
ALUMINUM ROOF SYSTEM HOST STRUCTURE OR
PER SECTION 7 FOURTH WALL FRI ME
USE BEAM TO WALL DETAIL
RIDGE BEAM (SEE TABLES
3A.1.4)
O
TYPICAL GABLE SOLID ROOF ENCLOSURE.
SCALE: N.T.S.
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214355. SOUTH DAYTONA. FL i
121
TELEPHONE: (366) 767-4774
FAX: (3W) 767.6555
PAGE
COPYRIGHT2004 3A-1
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS
EDGE BEAM (SEE TABLES
3A.1.1 & 3A.1.2)
LW' FOR
MAX.
UPRIGHT
H 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)
W/ SOLID ROOF TYP. FRONT VIEW FRAMING
HEIGHT OF UPRIGHT IS MEASURED FROM
TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM)
LW' LOAD WIDTH C ON
FOR ROOF_ BEAM ALIgRNAIE
P/2'' -- @ FASCIAALLOWED-
SEE SECTION 7 FOR DETAILS)
SIZE BEAM AND UPRIGHTS
SEE TABLES) Z
O.H. rJ
SOLID ROOF
1110-MAXIMUM .•
ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG.
lA c VARIES
LW = LOAD WIDTH
rz 'P' VARIES
NOTES: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF T-o" O.C.
AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/
WASHERS OR #10 x 2-1/Z'WASHER HEADED SCREW 2'-O"O.C.. ANCHOR BEAM AND MN
INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W . WASHERS @ EACH POINT OF
CONNECTION.
2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H.
3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.34. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION:
100-123 130 140 150
8 # #12 #12
TYPICAL SCREEN ROOM
SCALE: 3/16" =1'-0"
Lawrence E. Bennett, P.E. FL #
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214304, SOUTH D Y
7,
FL 32121
TELEPHO E.
FAX: (350) 787-65N
PAGE COPYRIGHT2004
3A 2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF wWRENCE E. BENNETr. 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
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W1
10 x 1-1/2" S.M.S. MAX. 6"
FROM EACH END OF POST
AND 24" O.C.
SCREEN, ACRYLIC & VINYL ROOMS
ALTERNATE CONNECTION:
10 x 1-1/2" S.M.S.
HROUGH SPLINE GROOVES
IDE WALL HEADER
kTTACHED TO 1" x 2" OPEN
SACK W/ MIN. (2) #10 x 1-1/2"
M.S.
IDE WALL GIRT ATTACHED TC
x 2" OPEN BACK W/ MIN. (3)
10 x 1-1/2" S.M.S. IN SCREW
OSSES
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
CONCRETE W/ 1/4" x 2-1/4"
ONCRETE/MASONRY
NCHORS Q 6" FROM EACH
OST AND 24" O.C. MAX. AND
ALLS MIN. 1" FROM EDGE OF
ONCRETE
TYPICAL -t All CORNER DETAIL
SCALE: 3" =1'-0"
Lawrence E. Bennett, P.E. FL # 16
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214388. SOUTH DAYTONA. FL 32121
TELEPHONE: (386)767-4774
FAX: (3W) 767-OW
PAGE ®
COPYRIGHT 2004
3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF tAWRENCE E. BENNEI P.E.
IT
SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A
COMPOSITE ROOF PANELS: RISER PANELS ATTACHED 1
4) 1/4" X 4" LAG BOLTS W/ CHAPTER 7
1-1/4" FENDER WASHERS PER
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
0
HEADER 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" IHOLLOW (SEE SPAN TABLES)
FOR SNAP EXTRUSIONS G!RT
ATTACHED TO POST WITH.
MIN. (3) #10 x 1/2" S.M.S. IN
SCREW BOSSES_
1" x 2" OPEN BACK BOTTOM
RAIL
1/4" x 2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C. (MAX.)
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER • DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA. FL 32121
TELEPHONE: (386) 767-4774
FAX: (386) 787-0Sa6
PAGE
Q COPYRIGHT2004 /
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF I/ WRENCE E. BENNETf. P.E. 3„
FSECTION3ASCREEN, ACRYLIC & VINYL ROOMS
Table 3A.2.1 Allowable Upright Heights, Chair Rall 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 #ISFTributaryLoadWidth'W' = Purlin Spacing
51.6.1
Sections 3'-0" 3'-6" 4'-0"
Allowable Height 'H' I bending'b' or deflection'd'
2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b T-8" b 7'-4" b 6'-11" b 61-8" b 6
u. R— irY.s" b 9'-W b 8'-11" b 8'-5" b T-11" b T-7+ b'7 -3'„ h I
x 5" x 0.050" 5.M.6. 23'-7- D z r- i v b 21'-3' b 20'-2" b 19'-3' b 18'-5" b
x 6" x 0.050" S.M.B. 26'-1' b 24'-2" b 22'-7" b b
0.044" Sna 11'-3" b
b
10'-5" b*
13'-4" b b 1 9" b 1$Z" b 0 7" b 1012" 9'-9" b
b
8'-5" b 9'-1"
11'-6" b 11'-1" b
x 3" x 0.045" Snap 14'A!
17'-7" b 16'-3" bx4" x 0.045" Snap load of 13 #/SF
r 3 second wind gust at 120 MPH velocity; using designLoad Width NY', Puriln S acingTribute
Sections 3'-0" 3''6" 4'-6"
wu.,...sF.l" Heiaht 'H' / bending'b' or deflection - I t.• h
2" x 2" x 0.044" Hollow 8'-ts- G o -v
8'-9" b 8'-2' b 7'-9" b b 6'-8 Ib
2" x 2" x 0.055" Hollow
uCIIr,R
9'-5" b
10'-5" b 9'.7• b B'-11' b 8'-6' b 8' b 7'-4" b 7'-1" b
3" x Z X .-a
6" 91; b 8'-9' bb2"x AV-5
3" x 2" r 0.0%0"
3" X 0.045" Hollow 12'-10" b 11=11" b 11' 2" b 10'-6" b b
b 10'-7' b 10'-2" b
b11".
2„14'-11" b 17-10" b 12'-11"b 12'-2' b
b 14b-
11"
11"
x4" x O.p46" S.M.B. 17'-S" b 16'-3" b
20 b
15'-2" b
18' 9" b
14'"
1 T-9" b
5, b14=9"b b
14 0.001 1"
17'," b T-0" b 6'-9"" b
2" x 6" x 0.050"
2" x 2" x 0.044" Sap• 10'-4' b 9'-7 b 8 1" b 8'-5" b 7" b
2" x 3" x 0.045" Snap 13' 2"• b 12'-6" b 11'-11" b 1 5" b r,11" b 0'-7' b
x 0.04T.' Snap 16-2" b 14'-11" b 14-0" b
Notes: distance from upright to center of brace to beam connection to theAbovespansdonotincludelengthofkneebrace. Add horizontal1.
above spans for total beam spans.
2. Spans may be interpolated.
Lawrence E. Bennett, P.E. FL # 16644
CIVIL Em.GINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH
TELEPHONE; (380
4FL 32121 767
77 FAX: (
3e6) 757-GM PAGE ®
COPYRIGHT2004 HOUT THE WRITTEN PERMISSION of LAwRENCE E. BENNETr, P.E. 3A-
24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WIT
SECTION 7 I SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
8 x 1/2" S.M.S. SPACED
@ 8" O.C• BOTH SIDES CAULK
EXISTING TRUSS OR RAFTER ALL EXPOSED SCREW HEADS
10 x 1-1/2" S.M.S. OR WOOD .
WOOD SCREW (2) PER ;:u:.,: RAFTER OR TRUSS TAIL .•
10 X 3/4" S.M.S. OR WOOD,ROOF PANEL
SCREW SPACED @ 12" O.C. '
EXISTING FASCIA , I
ROOF PANEL TO FASCIA OF
SCALE: 3" = V-0"
EXISTING HOST STRUCTURE #8 x 1/2" S.M.S. SPACED
WOOD FRAME, MASONRY OR @ 8" O.C. BOTH SIDES CAULK.
OTHER CONSTRUCTION ALL EXPOSED SCREW HEADS
FOR MASONRY USE .,
1/4" x 1-1/4" MASONRY .;
ANCHOR OR EQUAL @ 24" O.C. ;.;y;:;:':'
FOR WOOD USE #10 x 10/2"
S.M.S. OR WOOD SCREWS @ . ROOF PANEL
12" O.C.
ROOF PANEL TO WALL DETAIL
SCALE: 3" = V-0"
MING WHERE
WOOD STRUCTURES SHOULD CO T TO TRUSS
THE
BUTT TRU3THE SUB-
SUB -FASCIA CIA AND THOSE AREAS
POSSIBLE ONLY. 15 /o OF SCREWS CANSHALLHAVEDOUBLEANCHORS. 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. HEADERSSHALLBEANCHOREDTOTHEHOSTSTRUCTUREWITHANCHORSAPPROPRIATEFORTHEMATERIALCONNEADFROM120M.P.H. FOR SBC
6 FOR A MAXIMUM POSSIBLEE SPAN OF THE ROOF PANELSECTIO16
ILED ABOVE ARE BASED ON A OTHE EHOST STRUCTURE. SECTION
0 ANCHORS
BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION:
14nn-
i!7'41 130 1 14U 1 150 8 #
101 #12 #12 Lawrence
E. Bennett, P.E. FL # 16644 CIVIL
ENGINEER • DEVELOPMENT CONSULTANT P.
O. BOX V 43611, EU S6) yTONA.
FL 32121 FAX: (
366) 767-6556 PAGE ®
COPYRIOHT2004 7-
4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE I- BENNETT. P.E-
SOLID ROOF PANEL PRODUCTS SECTION 7
Table T.4.1 Structall Building Systems Inc. Snap & Lock ® Composite Roof Panels
Allowable Spans for Composite Roof Panels @ Various Loads
Aluminum Alloy M05 H-14, H-25 Foam Core E.P.S. 1# Density
Manufacturers Proprietary Products:
3" x 48" x 0.024" Roof Panel
Op
F_31
tructures Screen Rooms Glass a Modular Rooms Overhang I
Wind Monoped Roof & Attached Covers Enclosed Cantilever
Region 1824 132 3_+^4,^ 1b2 3 4 • All
snan soan Roofs
3" x 48" x 0.030" Roof Panel
Open Structures
Mono -Sloped Roof
1&2 3 4
span span span
24'A l" 27'-11' 27'-0"
24'-11" 2T-11" 27'-0'
23'-10" 261-W 25'-9"
22'A 25'-7" 24'-9"
21'-2• 23'-7' 22'-10'
14'-5" 15-7"14'-"
1
Screen Rooms
Attached Covers
2 3 4
span span span
23'.10" 26'-6" 25'-V
21'-11' 24'-6" 23''
20'-5' 22'-10" 22'-1"
19'-10" 22'-2' 21'-5"
7-8" 20 -10" 20 -2' 18
16'-2"
4'-5516'-2 Glass
b Modular Rooms Enclosed
2
3 4 span
span span 181-
V 27-10. 20'-2" 16'-
2" 19-3' 14'-
8" 1T'-B" 15' 110" 14'
4" 16'-0" 15'-6' 13'-
7" 15'-2" 14'-8' 16_
712-8" 1-13'" Overhang
1 Cantilever
All
Roofs
4'-
0" 4'
0" 4'-
0' 4'-
0" 4'-
0" Wind .
Region
106MPH
110 MPH
120 MPH
123 MPH
130 MPH
140 MPH
150 MPH
4" x
48" x Wind Region
0.
024"
Roof Open Mono
182
span
23'-
5"
23'-5"
22'-3"
21'-5"
19'-9"
1T-6'
IT-6-
Panel Structures
Sloped
3
span
26'-
2"
26'-2"
24'-11"
23'-11"
22'-1"
15'-1'
Roof 4
span
25'-
3'
25'-3"
24.1"
23'-2"
21'-4"
14'-7'
14'-7"
Screen 8
Attached
1&2
span 22'-
3"
201-V
19--1-
18'-6"
17'-5"
6" 13'-
137-6"
Rooms Covers
3
span
24'-
11'
22'-11"
211-4"
20'-9'
19'-6"
IT-1-
15'.1"
4 span
24'-
1'
22'-2-
20'-7"
20'-0"
18'-10'
14'-7"
14'-7"
Glass & 1&
2
span 17'-
5"
15'-1"
13'-9"
IT-5"
12'$" 11'-
3"
10'-5"
Modular Enclosed
3
span
19'-
6'
18'-0"
15'-4"
14'-11"
14'-2`
13'-3"
12'A"
Rooms 4
span
18'-
10"
17'-5"
14'-10"
14'-6"
IT-8-
12'-9"
Overhang /' Cantilever
All
Roofs
4'-
0"
4'-0"
4'-0'
4'-0'
4'-0"
4'-0'
100 MPH
110 MPH
120 MPH
123 MPH
130 MPH
140 MPH
150 MPH
4" x
48" x 0.030" Roof Panel Open Structures
Screen Rooms Glass 8, Modular Rooms Overhang! Wind Mono -
Sloped Roof b Attached Covers Enclosed Cantilever ll Region
1&
7 3 4 1 2 span 3
span
4
span
18.
2
span 3
span
4
span
Roofs
100 MPH
span 27'-
11"
span 31'-
4'
span 30'-
3"
26'-8' 29'-10" 28'-10' 20'-10' 23'-4" 22'-6' 4'-0" 110 MPH
27'-11" 31'-4' 30'-3' 24'-7" 27'-5' 26'-6" 19'-4" 21'-7" 20'-10" 4'-0" Note: Total
roof panel width a room width + wall width + 15"7iLMALK
350 BURBANK
ROAD, 131,08MAR,
FLORIDA 34677 NATIONWIDE 1-
BOO-229-5257 LOCAL 813-
855-2627 FAX 81
3-855-81 28 Lawrence E.
Bennett, P.E. FL # 16644 CIVIL ENGINEER -
DEVELOPMENT CONSULTANT P.O.
SOXTELEPHONE (TH DAYT767
4FL 32121
FAX: (386) 767-
6M COPYRIGHT2004 NOT TO
BE
REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 7-49
i
FASTENERS SECTION 9
CONCRETE EXPANSION
DRIVE NAIL SPI E —SCREW T-BOLT BOLT
ANCHOR
laftlm
I
1
1
1
1
CONCRETE AND MASONRY ANCHORS
SCALE: N.T.S.
SHEET METAL. HEX HEAD. MACHINE
SCREWS TEK SCREW LAG SCREW BOLT
W/NEOPRENE
WASHER
h. ''1 ' _ 4TIONALJMETALFASQSASHERSCALE:
N.T.S. NOTES:
ALTERNATIVE
FASTENER WY BE USED AS SHOWN IN THE D AILS HEREIN, AND MUST MEET OR EXCEED
THE SAFE WORKINMOAD VALUES SPECIFIED BY MANUFACTURER; AND SHALL BE APPROVED
BY THE BUILDING OFPI L CUAWWI?
D
Lawrence E. Bennett, P.E. FL # 16644 CIVIL
ENGINEER - DEVELOPMENT CONSULTANT P.
O. BOX 214366. SOUTH DAYTON& FL 32121 TELEPHONE: (
386)767-4T74 FAX: (
386) 767-65% PACE
COPYRIGHT
9094 9.1 NOTTOBEREPRODUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFIAWRENCEE. BENNETT. P.E. 7
M
1%
ougg. w0b
CITY OF SANFORD OFFICE
PERMIT #Qkou 5