HomeMy WebLinkAbout109 Walnut Crest RunCITY OF SANFAORD PERWIT APPLICATION
Permit # : In I Date: L' 3- v 4
Job Address: tog lde.,timT CREST Quwi
Description of Work:
Historic District: Zoning: Value of Work:
C 6JtNCOwS t41X14t
Permit Type: BuildingP_ Electrical Mechanical Pluming Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/AIteration : 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 other than X)
Parcel # Attach Proof of Ownership & Legal Description)
Owners Name & Address: Ju 14 E_T-E STE wA2T
JCA 0A,,+wT Cx6_-X Z+u d 51 NIFUz , FL - 3 Z-7') 1 Phone: 4 O-)- Contractor
Name & Address: %((UPE(Lln1L ALtlmrulurm 1"s FZdfiyt a aD. WipiTEZ P^44Lt F%_, 3 Z 79 7-- Phone &
Fax: Bonding
Company: Address:
her:
R X OD N 5 rr7 #4 0 Phone:
Lilt — Mortgage
Lender: Address: "
t -
Architect/
Engineer: Phone: Address:
Application
is hereby made to obtain a permit to do'tht work an i Ila ot sdt t d. c ify [hat'no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet scan s s e t construction in this jurisdiction. 1 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: 1 certify that all ofthe 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
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 records of this
county, and there may be additional,perrnits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance
oA
t •j[ Fax:
is
veriftcat' n etif the owner f the properly of the requir enis of Florida Lien Law, FS 7 3
0 of
Owner/Age Da Signature ofContractor/Agent Date r
TEi,.n.' i O u Yl e er/
Agent's Name P in Contractor/Agent's Name o
dJtary- rate of Florida Date Signature of N ary-State of Florida Date is_/
Personally Known to Me or ID
APPROVED
BY: Bldg: Z Loninc: Initial &
Date) Special
Conditions: Contractor/
Agent is Personally Known to Me or Produced
ID Utilities:
Initial &
Date) (Initial & Date) FD:
Initial &
Datc)
LIMITED POWER OF ATTORNEY
a 1 D4
DATE
I hereby name and appoint
of ro4 D El'A M t U a cm l il'LI% rM to be my lawful attorney
in fact to act for me and apply to
fora BUILDING
at a location described as: Section
Range Lot Block Subdivision
permit for work to be performed
Owner of Property and Address)
Township
and to sign my name and do all things necessary to this appointment.
THOMAS A. ORIE SR. RX0045740
Type or Print name of Certified Contractor, License #
S'gnature of Certified Contractor
Acknowledged:
Sworn to and subscribed before m this
v
v— Day of A.D. 20
Notary Public, State of Florida
Seal)
My Commission Expires:
ROBYN WHITAKER
ary Public. State of Florida
mm Wires^Nov D330. 22004Ea::-;vcy, roc (%400 451•4854
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL j Back
Srmieuie Count{
riu rrty penistr i •
rrunr
I "'
r1101V. First `t.
h i-
GENERAL 2004 WORKING VALUE SUMMARY
22-19-30-502-
S3-SANFORD Value Method: Market
Parcel Id: 0000-1650 Tax District: WATERFRONT Number of Buildings: 1
REDVDST
STEWART Depreciated Bldg Value: $210,517
Owner: JEANETTE & Exemptions: Depreciated EXFT Value: $0
Own/Addr: NACLERIO VINCENT J Land Value (Market): $13,680
Address: 109 WALNUT CREST RUN Land Value Ag: $0
City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $224,197
Property Address: 109 WALNUT CREST RUN SANFORD 32771 Assessed Value (SOH): $224,197
Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0
Dor: 01-SINGLE FAMILY Taxable Value: $224,197
SALES
2003 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp
2003 Tax Bill Amount: $285
WARRANTY DEED 12/2003 05163 0006 $218,100 Improved
2003 Taxable Value: $13,680
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision ASSESSMENTS
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 165 PRESERVE AT LAKE MONROE PB 62
LOT 0 0 1.000 13,680.00 $13,680 PGS 12 - 15
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 2003 13 4,081 3,455 CB/STUCCO FINISH $210,517 $211,575
Appendage / Sgft OPEN PORCH FINISHED / 143
Appendage / Sgft GARAGE FINISHED / 483
Appendage / Sgft UPPER STORY FINISHED / 1947
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 JusbMarket value.
http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=2219305020000l650&, 2/20/2004
Permit Number
Parcel identifcatlon Number '
1 itti it lit it tti U [lt Il til ll ttl [i 0t N d1 it Ii[ Il tll tl tt l fttl
Prepared by:
Return to: '-)
PRIOR ALUMINUM
1TALLATIONS, INC.
05 Forsyth Road
Park, FL 32792-8298
NOTICE OF COMMENCEMENT
State of D A
County of Ty OF S,ForLD
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 05191 PG 0532
CLERK' S # 20040192'45
RECORDED 02/09/2004t10:49:34 AM
RECORDING FEES 6.00
RECORDED BY S O' elley-
RttfiED COPI
1`jj, RYAT44, E MOR ilk
RKLpf CIRCI COilif>N
The undersigned hereby gives notice that Improvement(s) will be made t, -a' real fr4 ZT Y, and in accol
with Chapter 713, Florida Statutes, the following Information is provided in this Nciiice of Commencement.
Description of property (legal description of the property, and street address if available)
I,Dq C2EST IZur-%
Sn F02D , FL • 3 a-7 1 1
2. General description of Improvements)
CONCRETE AflO T Or / It S NL
P e C „j CP 0
3, Owner Information Telephone Number
Name-JEo-jc-r-rE SIEwARr Fax Number
Address t oq u'A-HaT C"i T Zu"
3a-,-7, Interest In Property:
4, Fee Simple Title Holder (if other than owner shown abo
Telephone Number
Name Fax Number
Address i.
S ''ERIOR ALUMINUM INSTA' i .A.T iCN2, l'
5. Contractor 3005 Forsyth Road Telephone Number
Name WINTER PARK, FL 32792-6293 Fax Number
Address (407) 678-0500
800) 247-6768
g, Surety (If any) Telephone Number
Name Fax Number
Address Amount of bond $
7, Lender (If any) Telephone Number
Name Fax Number
Address
g_ Persons within the State of Florida designated y Owner upon whom notices or other documents rr
served as provided by §713.13(l)(a)7., Florida Statutes. Telephone Number
Name Fax Number
Address
9, In addition to himself or herself, Owner eignates the following to receive a copy of the Lienor's N,
provided in §713.13(1)(b), Florida Statutes.
Telephone Number
Name Fax Number
Address
ent (the expiration is one year from the date of rec
10. Expiration date of notice of commencem
unless a different date is specified): -
ure of Owner [Note: per §713.13(1)(g), "owl
Date Signed mu sign ...and no one else may be permitted to:
his or her stead."
CA
da ,
Sworn to and subscribed before me this Y of 20.___. by
who is personally known to me OR _________Pr uced
as identification.
Signa e o N tary notarial se I to appear be ow
RDBYN WHITAKER
Notary Public, Stale of Florida
My connni exoires Nov. 30, 2004
Form Revised: 12100 for 19_ to 20_ Bonded thru Ashton Ay"ncy,inc.(800)45144854
PLAT OF SURVEY
AS FtJRNI';HFn) DESCRIPTION.- (
LO-11, 165, PRCSERVE Al LAKE MONROE
AS RECORDCD IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
NOTE:
Ip4r rjf4I^I4r70 -Ft _kVjw4 Cj.FVA- tION OF T-HiS
STRUCTURE MEETS OR EXCEEDS THE
THE REQUIREMENTS SET FORTH IN THE
CHY Cn 5A,LIT RIVI CrUlDc" CHAPTER rv, 51". 6-7"NA)
Iv E I
26.00'
Snl!EL92I! -4
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4c
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0
W
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ICI
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A pl
TOL FOPESTRlS_
TRAIL
nipTr 1.
ALL DIRECTIONS AND DISTANCES HAVE BEEN
FIELD VERIFIED AND ANY INCONSAST'
NGFS HAVE HFEN NOTED ON FH.f. SURVEY,
IF ANY. PROPERTY
CICYR.NIEF'S 1;14C:%Nl 11"ON SET/
FOUND ON 11-7-03. UNLESS OTHERWISE SHOWN.
3.
THE SURVEYOR HAS NOT ABSTRACTED THE LAND
SHOWN HERFON FAR FACSUrNM PIrWT Ar I '
1, ' ','v -:1 ')r i - i ',:i ' 1* ;0 01,H MAY THE
TITLE OR USE OF THE LAND. P;
Ll,MFNTS HAVE PECtit 00AiE6EXCFP'
AS SHOWN. 1-
IF 171E '13NATURF AND THt- RIGINAL
RAISED SEAL OF A FLORIDA LICENSED URVEYOR
AND MAPPER. CC)
NIMUI•jj Iy PANLL 40
120294 0035 E DATED 4/17/95 AND FOUND THE
SUBJECT PROPERTY APPEARS Tn I iP IN 7(wE X, 04,
r, J)r "') !, "q , F'L!i:;, AND ZONE 1E,
AREA VA",N mo YEAR FLOO[) PLAIN YEVARONs
y,pwN — AIWE BASED ON SEMINOLE COUNTY A;
rd"'r-trn 41(
jwN 14tAtON ARL HASEU UN HE
SOUTHERLY LINE OF LOT 165 3EING
S 89'j8'19-W PFR PLAT rILLU
WAlt:) APPRovrn
BY: REVISED:
PLH
o
f7i aC--
y O 11" -
30' GRAPHIC
W,66L_ Ecnq
Two
STORY CONCRETE
BLOCK WESCUiLl
F94MI
FLOOR ELE
VATION- 14.37 LOT
164 0
0 Ln QS
01"
c
0
Cil1nn
q
ri I5'
DRAINAGE & UTILITY EASEMENT 150-
32' CERTIFIED
TO AND FOR THE 117,
r7 OF,. COMMERCE
TITLE COMPANY COMMERCE
TITLE INSURANCE COMPANY ryx
LtnaTrAm- ("OLIPANY, Or LEGEND
BAOING
SETBACK LINE CENTERLINE
FnrJ!!
r V.1AYEXISTING
ELEVATION LB
LAND SURVEYING BUSINESS LS
LAND SURVEYOR 1
PM PEIRMVILNr PCP
PERMANENT CONTROL POINT PER
PLAT M)
WAID)WO qjD
I'(yll"I'D . C/
W CONCRETE FEWALK I"
S4)(WALK CP
CONCRETE PAD 15K
PARKER KALON R
RADIUS por
PrANT CW CI9?W 111D
1112 - Aw li CA. FUD
NAIL AND DISC LB
f6a (11/07/03) ItnN
0, xl No
ID. /07/03 CNA
CORNER NOT ACCESSW C4.
74'Ul':, D,.L,A AN01E L
DENOTES ARC LENGTH C.
B. DENOTES CHORD BEARING rm
GOWNS few or Pt
stmalm raw cr lolkv
1^wrl!L 04c
A& ci"apAwa CPU
Cowww alLoor VAIUL RP
mos"s pvwT IV
POL
POINT Om .ARE PCC
FM7 OF 0050-OUM CUPW I
HEREBY CERTIFY, THAT TUN BOUNDARY SURWY,
SUBJECT TO THE SUR14YOWS NOTE! r:'
MWOUM
TEQ%WAll. STANVAR05- SET FORTH Ely
P'C ftotoA t30ARp OF PROfTSVONAL 51617-
6. FLIZ470A A0kW*STRAT.W roof MURSUA *
NT TO CHAPTER 472.027. FLORIDA AA
2 LSUPERIOR
ALUMINUM INSTALLATIONS, INC.
y +
91"
a +3
Job name: I -'j-
Job number:
Date:
Drawn by: `--
Scale: '/a" = 1"
m
of +
X
k 1 f `^
rrt
6, ,
ISCREEN, ACRYLIC / VINYL, GLASS S MODULAR ROOMS SECTION 3
INTERIOR BEAM TABLES:
SCREEN & VINYL ROOMS:
3.1.3
GLASS ROOMS:
PARTIALLY ENCLOSED) 3.2.3
ENCLOSED) 3.3.4
r
i
HOST STRUCTURE OR
FOURTH WALL FRAME
PANS OR PANELS
ALUMINUM ROOF SYSTEM
PER SECTION 7
CARRIER BEAM POST.
t TYPICAL SLOPED SOLID ROOF ENCLOSURE
SCALE: N.T.S.
ALUMINUM ROOF SYSTEM
PER SECTION 7
RIDGE BEAM TABLES:
SCREEN & VINYL ROOMS:
3.1.4
GLASS ROOMS:
PARTIALLY ENCLOSED) 3.2A
ENCLOSED) 3.3.5
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.
CML ENGINEER. DEVELOPoNENr CONSULTANT
P.O. BOX 21436C SOUTH DAYTONA. FL 32121
TELEPHONE (306) 767-4774
FAX (306) 767.6M
PAGE
COPYRIGHT 2003 3.1
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SFGTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
ALTERNATE CONNECTION
DETAIL 1" x 2" WITH
3) #10 x 1-1/2' S.M.S. INTO
SCREW BOSS
2) #10 x 1 1/2" S. M. S. INTO
SCREW BOSS
ANCHOR 1" x 2' PLATE TO
CONCRETE W/ 1/4" x 2-1/2'
CONCRETE ANCHORS WITHIN -
6' OF EACH SIDE OF EACH
POST AND 24" O.C. MAX.
MIN. 3-1/2' SLAB 2500 PSI
CONC. 6 x 6 -10 x 10 W.W.M.
OR FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
BEAM/HEADER
ANGLE CLIPS MAY BE
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
MIN. (3) #10 x-1 1/2" S-M.S.
INTO SCREW -BOSS.
1' x 2" EXTRUSION
1-1/8" MIN. IN CONCRETE
ALTERNATE HOLLOW UPRIGHT TO BASE AND
HOLLOW UPRIGHT TO BEAM DETAIL
SCALE: 3" = l'-0"
ANCHOR 1' x 2' CHANNEL TO
CONCRETE WITH
1/4" x 2-1/4"CONCRETE
ANCHORS WITHIN 6' OF EACH
SIDE OF EACH POST AT 24"
O.C. MAX. OR THROUGH
ANGLE AT 24' O.C. MAX.
MIN. 3-1/2' SLAB 2500 PSI
CONC. 6x6-10x10 W.W.M. OR
FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
ALTERNATE PA
PATIO SE
Lawrence E. Bennett, P.E.
CIVIL Or VMMR - DEMORWO CONSULTANT
P.O. BOX 2143M SOUTH DAYTONA. FL 32121
TELEPHONE r3K) MY-4774
FAX W) T -6011
TION TO BEJ
SCALE: 3" = V-0"
DETAIL
HEADER BEAM
4) #10 x 1/2' S.M.S. EACH SIDE
OF POST
H-BAR OR GUSSET PLATE
2"x2"OR2"x3"OR2"S.M.B.
POST
MIN. (4) #10 x 1/2" S.M.S. @
EACH POST
1" x 2" EXTRUSION
1-1/8" MIN. IN CONCRETE
AND
PAGE ®
COPYRIGHT 2003
3.14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. BENNETT. P.E.
SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
IF
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.
ALTERNATE CONNECTION:
2) #10 x 1-1/2" S.M.S-
HROUGH SPLINE GROOVES
IDE WALL HEADER
ATACHED TO 1" x 2" OPEN
IACK 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
nONCRETE W/ 1/4" x 2-1/4"
ONCRETE/MASONRY
NCHORS Q 6' FROM EACH
OST AND 24' O.C. MAX. AND
JALLS MIN. I" FROM EDGE OF
0NCRETE
TYPICAL & ALTERNATE -CORNER_ DETAIL.
SCALE: 3" = V-0"
Lawrence'E. Bennett, P.E.
CM ENOMEER-OEMOMWOCONSULTANT
P.O. BOX 214M. SOMTM DAYTONA. FL 32121
TELEPHONE (30) 767-4TT4
FAX (3W) W4W
PAGE
COPYRIGHT 2003
3.16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF uwRENCE E. BENNETT, P.E.
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3
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
11 TYPICAL- UPRIGHT DETAIL
SCALE: 3" =1'-0"
RISER PANELS ATTACHED PI
CHAPTER
HEADER ATTACHED TO POS'
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 EXTRUSIONS GIR•
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.
CML ENGINEER . DEMOPMENT CONSULTANT
P.O. BOX 214388. SOUTH DAYTON& FL 32121
TELEPHONE (388) M-4774
FAX PW 76745%
PAGE
COPYRIGHT 2003 3-17
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
UNIFORM LOAD
NOON NONE
SINGLE SPAN CANTILEVER
UNIFORM LOAD
2 SPAN
UNIFORM LOAD
t
A B
1 OR SINGLE SPAN
UNIFORM LOAD
UNIFORM LOAD
A B C U
4 SPAN
NOTES: .
1) 1 = Span Length
3 SPAN
a = Overhang Length
2) All spalisted in the tables are for equally spaced distances between supports or anchor points. Span3)
Hallow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. SPAN
EXAMPLES FOR SECTION 3 TABLES SCALE:
N.T.S. Lawrence
E. Bennett, P.E. CM &%
XWMMR- V&SLOmAeffCONSULTANT P.
O. BOX 2143M SCUM DAYTONA. FL 32121 TBEPHONE
pW M-4774 FAX
PW76T4= PAX3E COPYRIGHT
2003 3.26
1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF U wRENCE I- BENNETT, P.E. UNIFORM LOAD
A B
C U 4 SPAN
NOTES: . 1)
1 =
Span Length 3 SPAN
a = Overhang
Length 2) All
spalisted in the tables are for equally spaced distances between supports or anchor points. Span 3) Hallowextrusions
shall not be spliced. 4) Single spanbeamsshallonlybesplicedatthequarter points and splices shall be staggered. SPAN EXAMPLES FOR
SECTION 3 TABLES SCALE: N.T.
S. Lawrence E. Bennett,
P.E. CM &%XWMMR- V&
SLOmAeffCONSULTANT P.O. BOX
2143M SCUM DAYTONA. FL 32121 TBEPHONE pW M-
4774 FAX PW76T4= PAX3E
COPYRIGHT 2003 3.
26 1 NOT
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF U wRENCE I- BENNETT, P.E.
Section 3 Design Statement:
The structures designed,for Section 3 are solid roofs with screen or solid walls and are considered partofanenclosedorpartiallyenclosedstructuralsystemsincetheyaredesignedtobemarriedtoan
existing structure.
The design wind loads used for screen rooms are from Chapter 20 of the 2001 Florida Building Code.
The loads assume a mean roof height of less than 30'; roof slope of 0' to 209;1= 0.77. All loads are
based on 20 / 20 screen or larger. All pressures shown in the below table are in PSF (#/SF).
The design wind loads used for glass rooms are from ASCE 7-98.Section 6.5, Analytical Procedureandareincompliancewiththe2001Florida' Building Code. The loads assume a mean roof height of
less than 30'; roof slope of 20' to 30' (+/-10'); 1 = 0.77. All pressures shown in the table below are in
PSF (#/SF).
General Notes and Specifications for Section 3 Tables:
Section 3 Design Loads for Screen, Glass, & Modular Rooms
Glass Rooms Screen Rooms Over Hang
All Roots
Enclosed Partial Enclosed '
Roof Wall Roof Well Roof Wall
15 I -13 +3 / -25 +21 I -18 +10 I -16 9 +20 / -30
100 MPH +20 / -20 1
110 MPH +20 / -23 +18 / -15 +3 / -30 +25 / -22 +10 / -19 1+20 / -36
10 I -23 13 +20 / -43
22 / -18 +4 I -36 +30 / -26120MPH +20 / -27 +20 / 5
123 MPH +20 / -29 +23 I -19 +4 / -38 +32 / -28 +10 I -24 14
20 / -32 +25 / -21 +5 / -42 +35 / -31 +10 / -27 15 +20 / -50
130 MPH +30 / -31 18 +30 / -58
140 MPH +30 / -37 +29 / -25 +5 / -48 +40 / -38 +
30 / -36 20 +30 / -67
150 MPH +30 / -43 +34 / -28 +6 / -56 1 +46 / A l
Note 1: Framing systems of screen, vinyl, and glass rooms are considered to be main frame resistancecomponents. Wind loads are listed as minus loads for roofs and plus loads for walls. To convert above wind
loads to "CO Exposure loads multiply by 1.4.
Conversion Table 3A
Wind Zone Conversions for Screen & Vinyl Rooms 4,
From 120 MPH Wind Zons to Oftm
6
Conversion Table 38 1 "
Wind Zone Conversions for Glass I Partially.Endc"O Rooms.
Fn nr 120 MPH Wind Zone to Others •Walls 7'
MPH (INsF) ()
1 13
120
123
130
38
w
0.98 0.97 32 0.98
130 42 0.95 0.93 35 ; 0.95 ..
140 48 0.91 0.87 ' 40 0.91
150 56 0.86 0.80 46 i 0.87
For "B" to "C" conversion fades see next page.
SECTION 3 SCREEN, ACRYLIC / VINYL, GLAaa tk MUUUL-^ix "'06",
n
1
Table 3.1.1-110 Allowable Edge Beam Spans -Hollow Extrusions
For Screen or Vinyl Rooms
For 3 second wind gust at 110 MPH velocity; using design load of 20 #1SF (36 #/SF for Max. Cantilever)
u_.. tnG9 TJ1
2 x 2 x 0.044"
Load
width 00
Max. S an'L' / bendln 'b' or doflectlon 'd'
Max.
1 & 2 Spa 3 Span 4 Span Cantilever
5 4'.4' d 5'-5' d 5'-3' b 1'-1' d
d 4'-11- b 4'-9' b 1'-0' d
7
g
3'71'
3'-9.
d
d
4'-7•
4'-3'
b
t
4'-5'
4'-2'
b
b
0'-11'
0'-11'
d
d
g Fr d 4'40' b 3'-11' b 0'-10" d 10
11
3%
5' 3'-
3' b
b
T-
10' 31-
8' b
b
3'-
8- 31-
6- b
b
0'-
10' 0'-
10- 0'-
10' d
d
d
12
3'-1b 3'-6' b 3'A' b 3 x2'
x0.045' Load Width (
fL)
Max. Span
1& 2
S 4.11'
4'-8'
4'-5'
d d
d
L'
I
bending'b' 3 Span
6'-1-
5'-9'
5'-6'
d d
d
or
4
Span
6'-3-
5'-9'
5.4'
do d
b
b
ection'
d
Cantilever 1'-
2'
1'-2'
1'-1'
d d
d
S
6
7
6
41.
3- d S-1' b 4'-11' b 1'-0' d 9 4'
4- d 4= b 4'' 010' b 0'-11' 0'-11'
0'-11'
d d
d
10
3'-
11' d 4'-T b 4'-5' b 11 3'-
10' d 4'.4- b 4'-3' b 12 3'-
6' d 4'-2' b 4'-1" b 0'-11' d 2'x3'
x0.045 Lead width (
h')
Max. S
an'L' I bendln 'b' or deflectionn'd 1 3
2 E 3 Span 4 Span Cantilever 5 6'-
2' d T-4- b T-1• b 1'-6' d 6 51-
V d 6'-6' b 6'-5- b 1'-5' d 7 S-
0' d 6'-2' b 5'-11' b 1'-4' d 6 5'-
2- b 5'-V b 5'-7' b 1'-3' d 9 4 -
10' b 5-5' b 5'-3' b 1'-3' d 10 4'-
r, b 5'-2' b 4'-11' b 1'-2' d 11 4'-
5' b 4'•11' b 4'-9' b 1'-2' d 12 4'.
3- b 4'-9' b 4'-T b 1' -1' d s a ..
Load Max.
S an t_' / (bendingdoflectMax. Width t"
1 g 2 Span 3 Span 4 Span Cantllnver 5 4'-
8' d 5'-9" d 5' 8' b 1'-2- d 6 4'
4" d 5'-5' d 5'-3' b 7 4•.
2" d 4'-11' b 4'-10- b 1'-0- d B 3'-
11' d b 4'-6' b 0'-11' d 9 3'-10'
d 4 -5- b 4'-3- b 0'-11' d 10 3'-8"
d 4'.2- b 4'4' b 0--11- d 11 3'-7'
d 3'-111 b T-10' b 0'-10' d 12 3'-5'
b 1 3'-10' b 3'-8' b 0'-10' d 3" x 2"
x 0.070' bondin 'b' or
defledlMax. Load Max. San'L' Width (ft.) 1 &
2 Span 3 Span 4 Span Cantllevei 5 51-71
d 6'-10. d 7•_O" d 1'.41 d 6 5'-3-
d 6'-5- d 6'-7' d 1'-3- d 7 4'-11'
d 6%2' d 6'-3- d 1'-3- d g 4'-9'
d VAT d 5'-11- b 1'-2' d 9 4'-7-
d 51-8- d 5'-7' b 1'-1- d 1p 4'-5-
d 5'-5' d 5'-3- b 1'-1- d 11 4'-3"
d 5'-2- b 5'-0' b 1'-0' d 12 4'-21
d 4'-11- b 4'-10' b 1'-0' d 2" x 4"
x 0.050" L' ! bendlndeflectMax. Load
width (fi) 3
Span 4 Span Cantlleve 5 N7:6d
9'-4' b
9%0' b 1'-11' d 6 8'-6'
b 8'-3' b 1'-10' d 7 7'-11-
b 7'-T b 11-881 dg 7'-5- bT-2- b 9 6'-3-
b 6'-11' b 6'-9' b 1'-7' d 10 5'-111
b 6'-7' b 6'-5• b 1'-0' d b 6'1-
b 6'-1' b 1'-6' d 12 l b
5'-
5'
6'-0' b 5'-10' b 1'-5' d NOW: not kldude
lenilw of knee brace. Add horizontal distance from upright to center of brace to beam 1. Above spansdocorlrlsc*m to
fv>1s abovs spans for total beam spans. 2. Spwis may
beWwpcbW. Lawrence E. Bennett,
P.E. oEva rooNauLTAN7 P.
O. a=
214M SWM DAyMN& FL 32121 TELEPHONE t300) 767.
4771 FAX Y3ed) 707•
l006 PAGE ® COPYRIGHT 2003
IN PART WITHOUT THE WRnTEN PERMISSION OF V WRENCE E. BENNETT, P.E. 3.28 NOTTOBEREPROOt10E0INWHOLEOR
SCREEN, ACRYLIC / VINYL, GLASb,
Spans or Pleader SpansUprightHeights, CooTable3.1.5 Allowable SailForScreenRoomsorVinylR
Aluminum AIIoy.6063 T-6
I
n load of 11 #!SFdesignFor3secondwindgustat110MPHvelocity; using bLoad width'W' = Purlin SQacing 5'.
6" 6'.0" Sections
Holght 'H' !bonding 'b' or doflectfon 11' h 8'-
9' b Allowable
8'-
2- b 7'-8' b 7' 4- b 6' 11' b 6'-8• b 6•_5• b b
6'.
2' b 6'-
9' b 5
6'-
fi' b 2"
x 2" x 0.044" Hollow 9'-5' b 10'-
3' b c 9'-6' b a,. 11' b 8'-5' b T-11' b T-7" b T-3' b b
6'-
11' 7'-
R' b 7'-5' b 7'-2' h 2"
x 2" x 0.055" Hollow 0.
I Hollow 11'-3' b 10'-5' b 9'-9- b 9'-3' b 8'-9• b 10'•
b 8'
4' b 9'-
11- b 11'
9'
i' b 9'-2' b 8'-10' b 8' fi' 1' 3-
x 2" x 0.070" Hollow 17.-9 d 12'-2- d I V-7- d 10'-11' b 8'-0' 2" x 3" x 0.045" Hollow b
13-3- b 1210- b 12-0' h 11 6' b b 0 8' b 0-3' b
2"
x 4" x 0.050" Hollow 16-3' b 15-1' b 14-1' b
17'-1' b b 2"
X 5" x 0.050" S.M.B. S.
M.B. 26-1' b 24-2- b 22-7' b 21'•3' b 20-2' b 1g'.3' b 18' S' b tT 9' 7'.1- 2"
x 6" x 0.050- 2"
X 2" X 0.044" Sna 11'-3' b 10'-5' b 9'-9' b 9'-2' b 8''8 b 11'-
2' p-7. b 10, 2' b 9-9' b J 5' b 2'
x 3" x 0.045" Sna 14 4' b 13'-4' b 12'-5- b I V-9- b 14'•4- b 13'-7' b 12'-11' b 12' S' b 11'-11' b 11' 6' b 11'-1' h 2"
x 4" x 0.045- nap 17'-7' b 16'-3' b 15'-3' b Iloa
For3secondwindgustat120MPHvelocity; using t lbutgan Nl,dihvv F Purtln s acln 4'-
0" 5' " Sections
T-0"' 3'-0" 4'-0" H' !
ndin 'b' or deflection'd' AllowableHaiht2"
x 2" x 0.044" Hollow 8'-8- b 8' 9- b T•4' b 6'-11' b 6'-0' b 6-5- b 6 2- b 2"
x 2" x 0.055" Hollow 9'-5' b 8'-2" b b
T-
9' b b
8'-0- b 7'-8- b 7'-4- b T-1' b 6'_1 p• b 6 -7' b 3"
x 2- x 0.0 5-- Hollow 10'-5- b 9'-7' b 10-.
01-1 8'-5' b 8-2'• h 3'
x 2- x 0.070" Hollow 12-10'
b 12' 11-11' b 11' 2' b 10'-6' b 9'- 11- b 9'-6- b 9'-9- b 8'-9' b 2-
x 3" x 0.045" Hollow T'
x 4" x 0.050- Hollow 1'-! 1 3!-10• b 118'-9' 16'- 0- b 16'-0- b 15'.4. b 14-9' b 14 2- b 3-9' b 2"
x 5" x 0.050" S.M.B. 2 b b 17-9' b 17'-
4'I-
6':
2-
x 6" x 0.050" S.M.B. 23'-11- b 22:r
b' 8'-5' b T 11 b T-7' b b- b 2"
x 2- x 0.044" Sna 10' 4' b 9 b 8011' b
9 O'111- b 0--87' b 0'-3' b T"
x 3" x 0.045" Sna 13'-3 b
16'-2 4'-11' b 14'-0 b 13-2' b 12'-6' b 11'-11' 5' b 2"
x 4" x 0.045- Sna gn
Load For3secondwindgustat130MPHveloclfusingribW dthw Puriln S aOn toSections
Hal M 'H' I bendln 'b' or deflection •d' 8'-
1' b Allowable
7'-
2- 6' 3' b 5'- b 5-9' b 5-7' b Y"
x 2" x 0.1744" Hollaw Hollow
8'-10' b 8 2' b T--7' b' b 6'-10' b 6'-6' b b
6'-10' b 6'-r b 6' 4- b 6•_3' Y" x 2- x 0.055- 9'-
0' b 8'-11' b W-4- b 11- b 7'-6' b 7'-2- b 3-
2- x 0.045- Hollow xT
x 2- x 0.070" Hollow 11-6 b 8 b' 90 . b 9'-9- b 9-3' b 8'- 0' b 8-5' b 8-2' b T- 0' b T-7' b 2"
x S" x 0.045" Hollow 11 13'-
11' b 12'-11' b 1T-
6' 9413'
b 3' 9' b 3 -3' b a2' 9' b 2"
x 4" x 0.050" Hollow 20'-
2 b 18'-W b b 16'-6' b 15'-8' b 14 -11' b 2"
x 5" x 0.050" S.M.B. 22•-
4- b 20'-8: 7--16. b 6 -9"- b 6' 6' b b 2"
x 6" x 0.050" S.M.B. 9'-
7- b 8 1 b 8, b' 7810' b 7 -5'- b 8'-
8- b 4- b 8'-1- b 7'-9' b 2"
x 2" x 0.044" Snap 2-
3" x 0.045" Sna 12 -4' b 11'-5' b 10'-8' b 10'-1' b 9'-6' b 11'-
8- 9'-
1' b b
10'-8' b 10'-3' b 09'-10' b x
2-
x 4" x 0.045" Sna 15'-1' b 13'-11' b 73'-0' b 12'-4- b to
center of brace to beam Notes: include length of knee brace. Add horizontal distance from upright 1. Above spans do not connection
to the above spans for total beam spans. 2.
Spans may be interpolated. Lawrence
E. Bennett, P.E. CML
ENGINEER - DEvELDwENT CONSULTANT P.
O. BOX 21451111. SOUTH DAYTONA. FL 32121 TELEPHONE
p") 75T.4774 FAX (
3tltl) 76745% PAGE
3-
39 COPYRIGHT
2003 W EN PERIAISSION OF 1AWRENCE E. BENNETT. P.E. NOTTOBEREpROOUCEDINWHOLEORINPARTWITMOUTTHEI.
Section 7 Design Statement:
The roof systems designed for the 2
n 7 are Main Wind Force
01 Florida Building Code Ruch systemng s must be des gned us ng
d
ems an
Cladding. In conformance with the 20
loads for components & cladding. Thus. Section 7 uses several different categories of these loads as
described below. All pressures shown in the table below are in PSF (#t/SF).
mum ive load of 10 PSF. The
1.
design wind loads
Structures with Mono -sloped98Sec on 6 5, AnalyticalrlPProcedure. The loads assume a
design wind loads used are from ASC
mean roof height of less than 30'; roof slope of 0' to 10';1= 0.77.
2. Attached Covers such as carports, patio covers, gabled carports, and screen rooms with aminimumliveloadof10PSF. The design wind loads used are from ASCE 7-98 Section 6.5, Analytical
10'); 1 = 0.77. Procedure. Roof slope of 0 to 25 (
ad of 20 PSF and wind loads a , re, from ASCE 8
3. Glass Rooms design loads used in 2001um liveFloloa Building Code. The loads assume a mean roof Section
6.5, Analytical Procedure a id
height
of less than 30'; roof slope of 20' to 30' (+1- 10'); 1= 0.77. a. '
Enclosed structural systems use a negative internal pressure coefficient of +/- 0.18. b.
Partially Enclosed structural systems use a negative internal pressure coefficient of +!- 0.55. 4.
Overhangs use a minimum live load Cl
20
nSF and wind for
Enclosed or Partially Enclosed Structuras arefromASCE7-98 l Systems. Analytical
Procedure for Components &Clad g ' The
loads assume a mean roof height of less than 30'; roof slope of 20' to 30' 100);
1= 1.0. 7-
11
SECTION 7 I SOLID ROOF PANEL PRODUCTS
PAN ROOF ANCHORING DETAILS
ALTERNATE CONNECTION: SEALANT
3) #8 SCREWS PER PAN WITH
MINIMUM EMBEDMENT INTO HEADER (SEE NOTE BELOW)
FASCIA THROUGH PAN BOXED
END
EXISTING TRUSS OR RAFTER z a
10 x 1-1/2' S.M.S. (2) PER a o ROOF PANEL
RAFTER OR TRUSS TAIL—
10 x 3/4' S.M.S. @ 12" O.C. 8 x 1/2" S.M.S. (3) PER PAN
BOTTOM) AND (1) @RISER
EXISTING FASCIA OOPTOP)
ROOF PANEL TO FASCIA DETAIL
SCALE: 3" = V-0'
SEALANT
FOR MASONRY USE HEADER (SEE NOTE BELOW)
1/4' x 1-1/4' MASONRY
ANCHOR OR EQUAL @ 24' O.C.
FOR WOOD USE #10 x 1-112"
S.M.S. OR WOOD SCREWS @ z a
2' O.C. a p ROOF PANEL
EXISTING HOST STRUCTURE: 8 x 1/2• S.M.S. (3) PER PAN
WOOD FRAME, MASONRY OR BOTTOM) AND (1) @ RISER
OTHER CONSTRUCTION TOP)
kb ROOF PANEL TO WALL DETAIL -
SCALE: 3"
NOTES: ROOF PANELS SHALL BE ATTACHED TO.THE'HEADETH11 H/
27 WASHE S. ALL SCREW HEADS
CORROSION RESISTANT SHEET METAL SCREWSSHALLBECAULKEDORSHALLHAVENEOPRENE GASKET BETWEEN THE WAS
AND THE
PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x'.1/2' SCREW EACH. THE PANS MAY BE
ANCHORED THROUGH BOXED T
8(
3)9EAC #8
SCREWS ARE
ABOVE
OWED AS
EW TYPESPES ANDSCR
THE ABOVE SPECIFIED RIZER SCREW.
SUBSTITUTE FOR #8 x 1/2" S.M.S.
Lawrence E. Bennett, P.E.
CMVrOAW.DVA%op#Ap/TCONSULTANT
P.O. BOX 2143M SOUTH DAYTONA. FL 32121
TELEPHONEW-4774 FAX
W 7W4W PAGE
P.E. iTHE
WRITTEN PERMISSION I ®COpYRIOMT2003 7-
2 NOT TO SE REPRODUCED IN WHOLE OR IN PART WITHOVT OF
LAWRENCE E. BENNETT,
SOLID ROOF•FANEL tJKUUU%.. I J
SECTION 7
Allowable Spans for 0.0247. EIIte,Composite Panels for Various LoadsTable7.2.4 Elite Aluminum Corporation, H-25 Foam Coro E.P.S. tit DensityProprietaryProducts: Aluminum AII9y.3105 H-14 or Glass RoomsManufacturers'
3' x 18'x 0.030' Roof Penal Screen Rooms .•
r:
Partially Enclosed Enclosed overhang 1 •
Cantilever
Open Structures
Mono -Slope d Roof 8 Attached Covors
4 1&2 3 4 All
wind
Region 132 3 4 1a2 3
span
q•.
span
182. `
spanp
3
span span Roofs
0'
span span span span
28'-2' 1t' 20'-2' 19'-6'
a'
2• 20' S' 4'-0'
100 MPH 2T-5' 30'1 29'-7
29'-7'
26-1
24'-0• 26-10'15'-7"• 18'-.N' 17'-8' 18'-11
16' 1 • 19 " 10 9- 4' 0'
110MPH 27'-5'
26'-1'
30'-7'
29''2• 28'-2•
15'-11
15'-7'
15' S"
15 to 8_
4 -0-
120 MPH
123 MPH 25'-1' 28'-1' 27'-1' 21'-9' 24'-3' 23' 6''
22'-1'
13'-11"
13'-2" 14'•J' 14'-3' 14•.10- 17'-8" 16'-1' 4'-0'
4.-0.
130 MPH 23'-2' 25'-10' 25'-0" 20'-5'
15'-10'
22'-10'
1T-8' 1T-1' 11'-9' 1 1 N-3- 13 10' 15' 6'
14'-5-
14'-11'
13'-11• 4. 0_
140MPH 157-10" 17'-8• 17'-1'
15'-10- 17'-8'10'-11; 17.-10' tGlass
12-11'
150 MPH 15'-10' 1F-8 17'-1"
Rooms
Overhang I
4' x 48' x 0.030" Roof Panel Partially Enclosed Enclosed
Cantilever
Open structures Screen Rooms..,
Roof 8 Attached Covers
4 182 3 4 All
WindMonoSlo
Region 18 2 3 4 1d 3 4'` ` 1d 2„
span `•
3
span span span span anspan Roofs
4'-0'
open span span span span spell
22'-0'
100 MPH 29'-6' 32'-11 31'11• 25'-11' 28'--161' 2 0.11' 1T 8•' 19=9' 19'-1" 20'-1" 22=9
20'-10" 20'-2' 4 -0'
110 MPH 29r•6' 32'-11
31'-6'
3
3U'-5 24'-1' 26'-11' 15'-4. 17'.11" 1 6'-7" 18'-8'
18'-2' 20' 3" 19'-7. Nt -0'
120'MPH 28'-2'
123MPH 2T-1• 30'-3' 29'-3' 23'-5' 26'-2" 25-3 •.-
ililiiiiiiiiiiill
14-11 17'-6' 16'-2
16'-0' 197-1- 18'-5' 4'-0'
130 MPH 24'-11' 2T-11' 26'-11' 21-11 24'-T 23'-9
18'-5''
4 -3 14.9 14 3• 14'-11' 1 T-8" 16'-2' 4'-0• W-
0-
d. ,ram• 19'.1• 18'-5" 1T-0' 19'-1' 3-2.
e_n• i3'_4- IT-1 15'-7'
19'-1' 1ts'-a
r x 481 x 0.030" Roof Panel
8' x 4r x 0.03V Roof Panel l
tF
ructures Screen
VAndFs
Roof b Attached Cove
Region 4 1&2 3,, ' %,4•yd.. .;18
n span soon span' 'span'. sp+
a
10o MPH 42-24T-2•4S•7• 40• 4a'•1 r 43''%' 27 41"
1•. 39(1w1T' Glass
Rooms Enclosed
Overhang Ily
Enclosed Cantilever s
i 3 ; _ ,.,:• 4 : 132 3 span
4
span
All
Roofs
span' ."'
span span 35'-
2• 33'-11' 4'-0• 29'-
1' 32''6• 31'-5' 4 -0- 28'-
2"i .27-1 26'-
8"- 29'-1 " 28'-10' 4'-0' 2
q' 140
MPH 24'.4• Zr-s 3
1S0MPH24'-4' 2T-26 room
width ;wall width + ptnrhahps.:: ci:i• ; °x: `t: ' otsl
root panel wWtl ,,•, wan= Lawrence
E. Bennett, P.E. Elite Aluminum Corporation CMlENGINEER . DEVELOPMENT CONSULTANT 1801 N.W. 641h Street P.O. BOX 214368. SOUTH DAYTOPNA. FL 32121 FL Lauderdale, FL 33309 TELEPHONE (3as) 787.4774 %; yr• JI4.
0; Tel: (954) 491-3700 Fax: (954) 491-1433 FAX (385)7874i556 . PAGE
C) COPYRIGHT 2003 ': t1[': •,•i. p ..'3 ,,!... :. .1; }; +. WRrM- N PERMISSION OF LAWRENCE E. BENNt TT, P.E. REPRODUCED N WHOLE oN> IN P,/LT tnn1tdOUT THE 7'3O NOT TO BE N
FASTENtKo
0,
CONCRrE
DRIVE NAIL SPIKE SCREW
EXPANSION
T-BOLT BOLT
CONCRETE AND MASONRY ANCHORS
SCALE: N.T.S.
SHEET METAL HEX HEAD MACHINE
C'f•oawc TEK SCREW LAG SCREW BOLT
7mr
OPTIONAL
METAL FASTENERS WASHER
SCALE: N.T.S.
A
NOTES: E DETAILS HEREIN, AND MUST MEET OR
ALTERNATIVE FASTENERS MAY BE USEIN BY THE MANUFACTURER, AND SHALL BE EXCEEDTHESAFEWORKINGLOADVALUESSPECIFIEDAPPROVED
BY THE BUILDING OFFICIAL Lawrence
E. Bennett, P.E. CML
ENCiadFFJt'DtmOpu u'TMR P.
O. BOX 21435& SOUTH OAYTONA FL 32121 TELEPHONE
pn) W-4774 FAX
rW) 7674W PAGE
COP
RJGW Zoos 9
NOT
TO BE REPROM= IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF L/1WRENCE E. BENNEIT. P.E.
SECTION 9
FASTENERS
Table 9.1 Allowable Loads for Concreto Anchors
Embedment Mtn. Edge Dist. & Allowable Loads
Strew She Depth Anchor Spacing
In.) 5d (in,) Tanslon Shear
d v diameter
Z/1MAC NAIUN (Drive Anchors)
VC 1-1lr" 1-1/4- 273#
31ftr
236#
236N
2- 1-1/4'
PER Concrete Screws '
3116• 1-1/4• 15/16' 2880 1670
259#
1-314• 15116• 371#
1/4• 1-1/4' 1-1l4• 42711 2000
216# 1414• 544#
I I r
Wr r ---
Notes: 1. Cerra to screws are limited to r embedment by manufactumts- 2. Values IWad am allowed bada with a safety factor of 4 applied.
3. Products equal to raMA may be substituted. 4 AnChOm rMWArg bads perpendicular to the diameter are in tension. 5. Ap mdit loads are Increased by 1.00 for wind load. 6. Minimum edge distance and center to center spacing shall be 5d.
7 receiving loads parallel to the diameter are shear loads.. 8. A 133% Increase has been applied because wind upliftis only load. Exwnple'
Detwmingthe number of corW6116 sndws required for a pool enCim"
by dividing the uplift load by the anchor ailowed bad. For
a T x 8• beam with: spacing a r-w O.C.. allowedspan : 20'-5' (Table 1.1) UPLIFT
LOAD=1/Y(BEAM SPAN) x BEAM & UPRIGHT SPACING NUMBER
OF ANCHORS a 1/2(20.4T x 1l># / So: FL ALL-OWED
LOADON ANCHOR NUMBER OF
ANCHORS0 714.7004 a 1.67
Thwatom, use 2
anchors. ens (1) on each side of upright Table Is based
on Recut Products' aAowable loads for 2.500 P.S.I. concrete. i Lawrence E.
Bennett,
P.E. CrVILBr>•'rTANT . P.
O.
BO)
fDAYWKk Ft. 32121 FAX (tab) 7b74lbbe
WE ® COPYRIGHT 2003 }
9-2 NOT
TO SE REPRODt=O IN wMOLE OR IN PART 1MTMOUT THE wan-rEN pERMiSSION of U1wRENCE E. BENNEI'r. P•E Lawrence E. Bennett,
P.E. CrVILBr>•'rTANT . P.
O.
BO)
fDAYWKk Ft. 32121 FAX (tab) 7b74lbbe
WE ® COPYRIGHT 2003 }
9-2 NOT
TO SE REPRODt=O IN wMOLE OR IN PART 1MTMOUT THE wan-rEN pERMiSSION of U1wRENCE E. BENNEI'r. P•E
FASTENERS I
IV
Table 9.7
Angle anti Anchor Systems for Beams Anchored to Walls, Table 9.8 Alternative
Uprights, or Carrier Beans yaxlmum Screw / Anchor Size
Extrusion Typo! Size DescriptionSize
To Wall
To
Upright I Beam
An le 1' x50.04
3I1G'
G. 17
0.01•x11166xx1• 3/16' 12 1x1'
x 1/80.125' 12male 1 x Minimum
Anchor
Size
for Extrusions Table 9.9wallconnectionWall
Metal U
r1 ht ConcreteyV14* ood 1/4'
11
1/4- 1/4' MExUuslons 1/4• 14 1/4-#12
1/4' 3116'
il103/16•
10 3116' 8 3/
16• Note: anchor sizes
shall be used for super gutter Wall, beam anduprightminimumconnections. 1 Lawrence
E.
Bo,
P avn ENGINEER -o7
P.O. SOXSOUTH
O 707on Ft. 32121 TEtEPHON
FAX (3116)
757-GW
PAGE COPYRIGHT 2003 9-
7
NOT TO
BE REpRODUCED
IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. SENNETT. P.E.
SECTION 9
FASTENERS
Anchor Soioctlon Factors or Anchor i 5crcw SizesTable9.10 Alternative
Metal to Metal
Anchor Sire 10 012 14` wlG 318"
1.00 0.80 0.58 0.4G v 27 0.21
0.2r
tt10 0.80 1.00 0.72 0.57 0.'s3
0!Itj J36 12
0.58 0.72 1.00 0.78 1.
00 0.59 p.46 014
0.46 0.57 0.78 0.
46 0.59 1.00 0.79 5l16"
0 0.33 0.
26 0.36 0.58 0.79 1.00 31g-
0.21 Anchor
Selection Factors for Anchor ! ScrewOSlra AlternativeBolts (1-518"end Concrew
and Wood Anchors Ile embedment rvepectively) maximum
embedment) concretescr"m:2' 3/
16" 112" Anchor
Sim 311V 114" 318" E3/1 1.00 0.46 8"
1.00 0.83 0.50 p,
46 1.00 0.
83 1.00 0.59 ya-
0.50 0.59 1.00 desired
and round up to UIo next even number of screws? Multiplythenumberof #8 screws x size of anchorlscm, 10 screws desin:d is: If (
10) 08 scrare required, lho number of ews Example• 0.8x10-(
8)#10 Lawrence'E:
Bennett, P.E. mot.-MMMWAWrpOW "
t.TMT P.O.
BOX 214.M SCUM DAYTONA, Fl. 32121 TUEpN0NE(2"
nT.4Tr4 FAX M
711174" PAGE ® CovyMGHT
2003 9.$ NOT
TO BE REPROOKEO IN WHOLE OR IN PART VIA OUT THE MfRITrEM PERMISSION OF IANiRENCE E.BENNETT. P.E.
SECTION 3 SCREEN,' ACRYLIC/ VINYL,' GLASS& MODUI AK KVVMQ
1/4' x 6' PAWL TAPPER ALUMINUM FRAME SCREEN
THROUGH 1' x 2" AND Row WALL
LOCK INTO FIRST COURSE OF ROW LOCK
BRICKS BRICK KNEEWALL TYPE S
MORTAR REQUIRED FOR
ALTERNATE CONNECTION OF LOAD BEARING BRICK WALL
SCREENED ENCLOSURE FOR 4" (NOMINAL) PATIOBRICKOROTHERNOW
SCONCRETE
SLAB W/6 x 6 STRUCTURALKNEEWALL - 1"
WIDE x 0.06V THICK STRAP 10 x 10 WELDED WIRE MESH EACH
POST FROM POST TO OR FIBER MESH CONCRETE FOOTING
W/ (2) 010 x 314" S.
M.S. STRAP TO POST AND —a (1) #5 0 BARS W/ 3" COVER 1)
114' x 1.Vr TAPCON TO TYPICAL) SLAB
OR FOOTING BRICK
KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE:
3/4" = V-0" 4"
MIN (2) #5 BAR CONT. 777-
7 _ 3.
1/2" (TYP. (1) #
5 BAR CONT. jam 2'-
0' MIN. BEFORE
SLOPE ALL SLABS) — — 111I —
I I „f1_I ILfff—Tfi=1I i—TI a_
12'
k— TYPE
III TYPE
TYPE11
MODERATE
SLOPE FOOTING STEEP SLOPE FOOTING FLAT
SLOPE / NO.FOOTING " " > V-10" oi
0-2• / 12" ~ 2 / 12 -1-10 NOTES:
1.
THE FOUNDATIONS SHOWN ARE BASED NPR OR TO PLACING IMUM
SOIL BEARING PRESSURE ONG THESLAB, BY FIELD SOIL BEARING
CAPACITY OF SOIL SHALL BE VERIFIED, TEST
OR A SOIL TESTING LAB. 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR T PLACEMENT
OF CONCRETE. EN 3. NO FOOTING REQUIRED EXCEPTEXCEEDS 1fiTHEN ARTYPE NFOT NGNS REQUIRED. PROJECTION SHALL
BE
A THE HOST
STRUCTURE EXC MINIMUM OF
3-ur (4- NOMINAL) THICK. 4. p1.
ITHIC SLABS AND FOOTINGS HSHALL BE MAY BE
USED IN LIEU F MESHUM 2,500PSI . WITH 6 x 6 -10 x 1 WELDED WIRE
MESH OR FIBER M 5. IF
LOCAL BUILDING CODES REQUIRE MIN IMU CODE FOOTING
GOVUSE
TYPE
11
FOOTING OR FOOTING SECTIONS REQUIRED BY
LOCAL CODE, SEE ADDITIONAL DEURES
TAIL LOCATED REQUIREUSE ATYPE 11 OOTING MINIMUM. 6. IF ACARRIERBEAMORFOURTHWALLFRAMEISLAB-FOOTING DETAILS
SCALE: 3/4" =
1'-0" Lawrence E. Bennett,
P.E. CWE>1-V&
yg,VNMro0X CTAW P.O. a=
21,M @WjM DAVTONA FL 32121 FAX M T87411111100
PAGE COPYRIOMT mw
PART 3-24
NOTTOKpEWMICEDINWMEORINwm+Ovr THE WRITTEN pERA tIS510N of V,wRENCE E. BEro+ETT, P.E.
T.
Lawrence' E_.'"'Bennett y
Civi1•Engineer &>Develapnient.Consultan
P.O. Box:•214368' -`
South Daytona,;, ;F! 32121
386-767-4774
386-767-6556 Lax
January 01, 2003
TO ALL BUILDING DEPARTMENTS
Re: "Aluminum -Structures Design Manual"
Master File Engineering
Dear Building Official,
This is to certify that the following contractor
is hereby authorized to use my'.current "Aluminum
Structures Design Manual" for the year 2003.
Timothy J. Orie
Superior.Aluminum
3005 Forsyth 'Road
Winter Park FL 32792
Thank you for your assip nce.
Sincerely,
Lawrence E . pe netL, IrE . # 4
SCREEN EM
MEMBER By
CAULK BETWEEN
WINDOW FLANGE &
SCREEN ENCLOSURE
3/16' MAX. SPACE
5 INSTALLATION—'---*
SCREW ANCHOR
WINDOW
FRAME HEAD
EXTERIOR
WINDOW
HEIGHT
WINDOW
FRAME SILL
SCREW
5 INSTANCHORALLATION --
73/16' MAX. SPACES
CAULK BETWEEN
WINDOW FLANGE &
SCREEN ENCLOSURE
SCREEN ENCLOSURE
MEMBER BY OTHERS
SECTION A -A
W!140cl.v 1
W!. D TH I
WINDOW WIDTH 3/16' MAX. SPACE
vADOw FRAME SCREEN ENCLOSURE
JAMB MEMBER BY ONERS
LX I ":OR
SECTION B-B
13 INSTALLATION
SCREW ANCHOR
CAULK BETWEEN
WINDOW FLANGE &
SCREEN ENCLOSURE
MOTES:
I WINDOW FRAJ61E MATERIAL ALUMINUM ALLOY 60637i2 INSTALLATION ANCHORS. #8 SCREWS. MUST BE SPACED 6- MAX..
WxOOw FROM CORNERS AND SPACED 24O.C. MAX. HEIGHT
3) CAM BEHIND WINDOW FLANGE WITH LATEX CAULK. APPUCAT!ON OF
LATEX CAULK MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS.
4)
WINDOW VENTS SMALL BE REMOVED WHEN *:NOS EXCEED 75 MPH
AS PER BUILDING CODE. EXTERIOR
ELEVATION ICUSTOM
WINDOW SYSTEMS, INC. OCALA,
FLORIDA ACRYLIC
WINDOW O.S.M. INSTALLATION
DETAIL FOR PORCH ENCLOSURES t
A3
cWS
N.T.S.