HomeMy WebLinkAbout113 N Scott Ave (3)RECEIVED
Q
CITY Of SANFORD PERMIT APPLICATION
FEB1 c 200C
Permit # : V^ I q / 1 ,
1
Date: januarypf GD V U
Job Address: 113 Wot-- c3& Avenue) • S d
Description of Work: 'insi(1 I les-ii On o-F r_=I g--ndo5uxi
Historic District: Zoning: Value of Work: S 11, i L]4 . ,OO
Permit Type: Building 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 Cale. 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: -l' ne-w_
1Ave — Phone, Lb'] • 3 as . 3
Contractor Name & Address: t°ne2 AluLminuxn 1 cxk 1 s+s. 1 rc, -
State License Number. ST. ire 9y a
Phone & Fax. ontact Person: —! i rl'1 1 OrrcV Phone: L4oZ •MZq
Bonding Company- Q G dS
Address: 1rtt _1/ =li y I4 3%"T 37
Mortgage Lender: fl,
Address:
Architect/Engineer: it 10. 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 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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
r
Acceptance of permit is verif lion that 1 wi tify th wner o the rothe requirements of Florida Lien LaF 13. Signature of
Owner/Agent Vau Signature of Contractor Agent Date Atnne+i-
1- Vt) I d nnond R. '3enm P 'nt
ner/ a 's a Prin Contrac r/A a 's N clefs R
Mosley ja&, Si natureofNoDD1 I g tary-
State onida ' Date gn re of Notary -State of F-1 ilo'a a r
es July 06, 2007 MyDD7O1# i l
s.2W7 Owner/Agent
is _ N Contractor gent is Personall Known to Me or Produced" educed
ID Ila 17 APPLICATION APPROVED
BY: Bldg: Zoning: Utilities: Initial & Date) (
Ini ral & D te) Special Conditions:
FD: Initial &
Date) (
Initial & Date) OD
111897
1 i_VA saA; :
I hereby name and appoint
of t', l Senez Ai UM % n
Date: < 10 I ZOCO
R, vooe
L tSo be my lawful attorney
in fact to act for me and apply toLEI for
a •1' I b permit for work to be performed
1
at a location described as: Section Township Range
Lot Block' Subdivision
11 t , ecc-4- AV-6 . - a
Address of Job)
and to sign my name and do all things nay to this erpp--Tdmew
OWDA V, SP-fle-L - QY 005g00
type or Pant new
Aclmowledged:
Sworn to and subscribed before me this
Day Of TARP PUBLIC. OF RIDA
Ver
Notary Public, State of Florida
Commission # DD471107W. es: SEE 12, 2009
Bonded Thra p1;ande Bending Co., inc.
Seal)
P1QVt1kXLLk lY ; M.LVkI NIG: l iu11111111111111111111111111111U11111111111A11i111111fill
CbrAIU
fUr f—t I
MARYANNE
NOTC OF COMMENCEMEMNOLE COUNTY
CLERK OF CIRCUIT COURT
BK 06124 P g 0595, 11pgl
Permit No. CbEffWIC&NO 200A02SA44
State of Florida RECORDED 02/16/2006 10:15:21 AN
County of Seminole RECORDING FEES 10.00
RECORDED BY H Bailey
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Description of property: (legal description of the property and street addressr if available) i
1 r,LG a n r-. .A in Rlnr-li ;2 kAn r,fn ., n _ CnrtiFlln^I I
2. General description of
3. Owner information
a. Name and address
b. Interest in property
c. Name and address of fee simple titleholder (if other than
4. Contractor
a. Name and
5.
6.
b. Phone number L
Surety
a. Name and address
b. Phone number _
c. Amount of bond
Lender
a. Name and address
Fax number
I
b. Phone number Fax number
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served, as
provided by Section 713.13(1)(a)7., Florida Statutes:
a. Name and address
b. Phone number Fax number I
8. In addition to himself or herself, Owner designates ! of
to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
a. Phone number Fax number
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different
date is specified)
Signature of Owner
Sworn to (or affirmed) and subscribed before me this day of QI'1 LIC 11 , 20 , by
n 44 \/V L40 )
Personally Known OR Produced Identification ' laKl ItIED CO!'Y
Type of Identification Produced l YI 6-EV1Q1'1 MARYANNE MORSE
CLERK F CIRCUIT COYR'B
SEMI 0 E HTY. I
Signature of Notary Public, State of Flo '
MarlWeR"
Commission Expires:
My Coiim1s1oi DDIS14M
l2W.7X p V Expires J* 05. 20W
PLAT OF SUtiRV1+Y F'Il t 11U*'NF:Dl i:Wl1 31?t' dRP. `
Y
SEMI MOLE COUs tro PL bR, I DA
DESCRIPTION
LOTS 8, 9, AND 10, 6LOOk 3, 1ST 990TION MARVANIA, SANFORD, FLORIDA, A60914011441 3
TO' PLAT THEREOF • AS' REDORD'!D IN P1:11Y BOOK .4, PA9t I OO, OF TMt PvBL`t .^ •. p
OF S•EMINOLE COUNTY, FLORIDA.
SURVEY OW & CERTIFICATE
THIS 18 TO CORT 1 FY THAT THE UNDERS 1 ON1ED, 89140 A RE01 STERBD LAND. SURV1'f*R ;•
HAS COMPLETi#D THIL SURVICY OF THE ABOVIE.' DE'80R I SED PROPERTY AND TH,Ii '.1 A.f ffitoF ON
DtL1NKATE1) IS A TRUE AND CORR90T REPRIt TATION OF THE SAMt.
A. ti,,130LIDNEY, SU V YORS, I-C. -
V. K. SMITH REGJSTERED LAND SURVEYOR N0.•1653
SURV$YHD FOR
AFOUNDATION
V. K. 3.1TH, t81STERED LAND SURVEYOR 0. 6
SURVEYED FOR FINAL 8 OCTOBER 6.9 }.
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30 c z /
35• I
35' x 57'6" Gable Pool Enclosure 1/4" = 2'
Annette Wing
113 N. Scott Ave.
Sanford, FL.
06"
HOST STRUCTURE
Ed Senez Aluminum
720 N. Volusia Ave.
Orange City, FL.
Layout: M.W.S. (2/8/06)
72"
60"
N X X x
20)
55'20"
Top View
n 31'
n
X K K X K X XK
v
12'
v
121
N N N N N
12'
N
12,
N N
iC
8'
51" * Existing 51" Brick Kneewall
57'6"
Right View
SECTION 1 SCREENED ENCLOSURES
PURLINS (TYP.)
CABLE CONNECTION
SEE DETAILS SECTION 1)
I
SEE TA
CABLE CONNECTION
SEE DETAILS SECTION 1)
EXISTING STRUCI
SIZE MEMBERS
APPROPRIATE TA
PERIMETER WALLS FRA
SEE TABLES 1.3 AND 1.6)
011
ALUMINUM BEAM
TABLE 1.1 OR 1.8)
GIRT (TYP.)
1" x 2" (TYP.)
GRADE
SCREEN (TYP.)
TYPICAL GABLE ROOF - ELEVATION
SCALE: N.T.S.
PURLINS (TYP.)
RISER WALL WHERE
REQUIRED
ALUMINUM BEAM
TABLE 1.1 OR 1.8)
DIAGONAL ROOF BRACING
SEE SCHEMATIC SECTION 1)
ALUMINUM COLUMNS (TYP.)
TABLE 1.3 AND 1.6)
GIRT (TYP.)
SCREEN (TYP.)
CABLE BRACING
TYPICAL GABLE ROOF - ISOMETRIC
SCALE: N.T.S.
CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES
Lawrence E. Bennett, P.E. FL # 16644
CIW1. EN,OIMM? - DEVELOM&NT CONSULTANT // 2 J
P.O. BOX 21436B, SOUTH DAYTONA. FL 32121 7 4
TELEPHONE: (388) 787-4774
JFAX: (388) 787.OW
Ln
PAGE
r
COPYRIOlIT200411
1-4 NOT TO BE REPF*DUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
rn cFMF7 AI1lMIKUM SPECIALIST '
SECTION 1 SCREENED ENCLOSURES
20x40OR20x60
SELF MATING BEAM
1' x 2" SNAP SECTIONS
ATTACHED TO 2" x 2" W/
10 x 1-1/2" S.M.S. c@ 24" O.C.
OR CONTINUOUS SNAP
SECTIONS OR Y x 3' (4)
SPLINE GROOVE SECTION
1" x 2" OPEN BACK FASTENED
TO POST W/ (2) #10 x 1-1/2"
S.M.S.
ATTACH 2' x 2' PURLINS TO
SELF MATING BEAMS W/ (2)
10 x 1-1/2' S.M.S. INTO
SCREW BOSSES
MINIMUM POST SIZES
REQUIRED FOR EACH BEAM
SIZE (SEE TABLE 1.6)
o
00
i0 g201
000
or
ALTERNATE FLAT ROOF
I
SELECT FASTENER SIZE,
NUMBER AND PATTERN
SEE TABLE 1.6 & 9.5A OR 9.56)
2" x 3' HOLLOW OR SNAP
SECTION
SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP)
SCALE: 3" =1'-0'
Lawrence E. Bennett, P.E. FL # 16644
CIM Eno MEEK-DEVELMAENTCONUXTAMT
P.O. BOX 214366, SOUTH DAYTONA, FL 32121
TELEPHONE: (309 767-4T74
FAX: (366) 76746666
PAGE
COPYRIGHT 206t
1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SCREENED ENCLOSURES SECTION 1
2" x 2" PURLINS ATTACHED
TO BEAM W/ MIN.
3) #10 x 1-1/2" S.M.S.
CUT 2"x4",2"x5",OR2'x6'
BEAMS TO SLIDE OVER EACH
OTHER 2" x r $ LARGER
PROVIDE GUSSET PLATE
INSIDE OR OUTSIDE BEAM)
SAME WALL THICKNESS AS
BEAM WALLS OR LARGER
SEE TABLE 1.6)
CUT 2'x4", 2" x 5", OR 20 x 6"
BEAMS TO SLIDE OVER EACH
OTHER 2' x r & LARGER
PROVIDE GUSSET PLATE
INSIDE OR OUTSIDE BEAM)
SAME WALL THICKNESS AS
BEAM WALLS OR LARGER
SEE TABLE 1.6)
MINIMUM SPACING
PER TABLE 1.6)
SEE SPLICING DETAIL PAGE 1-17)
FASTENER SIZE, NUMBER AND
SPACING PER PAGE 1-19
SEE TABLE 1.6)
SIDE PLATE CONNECTION DETAIL
f` ®®®
0
0 0
FASTENER SIZE, NUMBER AND
SPACING PER PAGE 1-19
SEE TABLE 1.6)
ALL GUSSET PLATES SHALL
BE A MINIMUM OF 5052 H-32
ALLOY OR HAVE A MINIMUM
YIELD STRENGTH OF 23 ksi
TYPICAL SIDE PLATE CONNECTION DETAIL - MANSARD ROOF
SCALE: 3' =1'-0"
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 21438B, SOUTH DAYTONA. FL 32121
TELEPHONE: (388) 7W-4774
FAX: (38M T874i888
COPYRIGHT 2804 PACE
NOT TO BE REPRODUCED IN ViOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 1-1 T
SEAL-7 A I I ,. .
d6 0U-VmuVUM SPFr A Jam.
SCREENED ENCLOSURES SECTION 1
QTo A o
I
ALTERNATE
TRANSOM
UPRIGHT
SELF MATING BEAM
SIZE VARIES)
BEAM CAP
SCREW PATTERNS MAY VARY
SEE TABLES OR NOTES FOR
SIZE AND NUMBER OF
SUPER OR EXTRUDED GUTTER
SUPER OR
EXTRUDED
GUTTER
EACH BEAM CONNECTION
AND @ 1/2 BEAM SPACING W/
2) S.M.S. PER STRAP
SEE SECTION 9)
2" S.M.S. OR LAG SCREWS
SEE SECTION 9)
ANGLE OR RECEIVING
CHANNEL (SEE SECTION 9
FOR DETAILS)
MAX. DISTANCE FROM FASCIA
TO HOST STRUCTURE WALL
24" WITHOUT SITE SPECIFIC
ENGINEERING
SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER`
SCALE: 3' =1'-T
Lawrence E. Bennett, P.E. FL # 166"
CIVIL ENGINEER - DEYELOPMEM CONSULTANT
P.O. BOX 214M, SOUTH DAYTONA. FL 32121
TELEPHONE: (3B8) 787-4774
FAX: (318).78 4=
PAGE
COPYRIGHT 2004
NOT TO BE REPRODUCED IiWHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. 1-21
EDORAl l flumm s A.........r
SECTION 1 I SCREENED ENCLOSURES'
S.M.S. TOE
BEAM AND=
AIL
iSKM
ISM
WIND BRACE CONNECTION DETAIL
SCALE: W - T
NoM
1. VOW bmolnp del be povMod at each dde wa0 panel wim w dmm pmjede mori than (4) ponob ftm hat
skuc m Lewmm
E. Bennett. P.E. FL # 16644 Caw.
ems-vrVvL mAwcow LMW TNBMCw
pommm R11C
pegleT eee RNN
O
COPr10o R 10n 149
Mr Te W NW4UCW N WMCW oR N PART WRMO f THE WR11 M vMNM M CP u wae+cE E EME P&
SCREENED ENCLOSURES SECTION 1
PANELS / ELEMENTS
UNBRACED BY HOST
STRUCTURE TO BE BRACED
BY DIAGONALS IN
PERIMETER PANELS (MIN.)
ELEMENTS BRACED BY HOST QSTRUCTURECONNECTION
BEAMS AND / OR PURUNS
CABLE OR
K$RACING
IN WALLS)
EACH DIAGONAL TO BE
FASTENED EACH END Wl (2)
EACH #10 S.M.S. (MIN.)
POOL ENCLOSURE
HOST STRUCTURE
ELEMENTS BRACED BY
DIAGONALS
ALTERNATE BRACING
PATTERN, CORNER BRACES
STILL REQUIRED
CABLE OR
K-BRACING
IN WALLS)
CABLE OR
K4 3RACING
IN WALLS)
2 x 2 (MIN) ROOF DIAGONAL,
MEET WALL AT WALL BRACII
AT CORNERS•(TYP.)
MAY BE FLAT, GABLE, MANSARD, DOME, OR HIP)
SCALE: 3V a 114r
Lawrence E. Bennett, P.E. FL # 16644
CM t-DEVRO AWCONWr W
PA. 9= V4W @0 M DAY=P&%FL9MM
TBAPHMM (lam W-W4
FAX M M4=
PAW
corimmm
NOTTDMWMMXMINwM9lJ:DRMMWW MDNTHEwarnerMM MONOFtAwIMMEMNNEIT.PE 1-39
sS0wAllsuIu0mmalw .
SECTION 1 I SCREENED ENCLOSURES
CABLE BRACING
General Notes and Spec'"-- one:
1) The fdbwlnp chap W* to the brebftlon of cables _aa adcptlonel bmdng to DIAGONAL brednp for pool
I-rimmurem
a) FRONT WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL
CABLE DIAIAETER I TOTAL ALLOWABLE WALL AREA •
3W 1 233 FL / PAIR OF CABLES
1/8' 446 Sq. FL / PAIR OF CABLES
TOTAL WALL AREA =100% OF FRONT WALL + 6D% OF ONE SIDE WALL
EXAMPLE FRONT WALL AREA ® 100% (r x 32) = 268 Sq. FL
SIDE WALL AREA G 60% (8' x 20') = 80 Sq. FL
TOTAL WALL AREA = 336 Sq. FL
233 Sq. FL x 2 sets = 486 Sq. FL > 336 Sq. FL; Bws two sets of 3W cables Is regdred.
b) SIDE WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL
CABLE DIAMETER SIDE WALL CABLE•'
1l8' ONE PER 445 : FL OF WALL
SIDE WALL CABLES 01 WALLS LESS T!" 233 Sq. FL
c) To celadale the m**od pair of cob lss for free dw drrg pod errgin eurec use 100 % of each wag aces &
50% of Bre area of one aomt wag. NOTES:
1.
Where wag helg)Ct ls fxxm mat a gw Is requbed between the top or om rep end the dmir rep, p e. a
mld-lse grt Bren Bra fora wag dui how two cable pars and they shop be attsdred to the top rep and
the mid-i rep.. B more Bren one add ght Is requbed between the top or mm rap and the dreir
rep, then there shop be an addtlorrel front wag cable pair at Bret girtalso. 2. Side
web do not mqube cables unti In able wall area Is greater Brea 233 Sq. FL. The side well cable may
be odd c h o d at the mkMw gbt or Bre top rap. 3. Standard
mundhrg off ndes W*. le: a Bre rmtdw of c d*m calculated Is lees Bren 2.6 pals use two cables:
I ft number of cables odadatad br 2.5 pets or greeter use 3 pars of cab1 Lawrence E.
Bennett. P.E. FL # 1 OW are, efa .
mmo 0m a Tmr Emma pow -
am mm pomm
Mad o
aoPrsrs
moe 1-40
NorronW ba=NWMOMORINPARTwM=ffTMWRrr=veselfroNOFUWn a=MW.PF. ED SMALUMINUM
SPECiAIM
SCREENED ENCLOSURES SECTION 1
5) #10 S.M.S. (MIN.) -
Iff x 1-1/Y x V FLAT BAR
0
0AW PLATE OUT ON ff Maw
4V ANGLE
EM-BOLT OR TURNBUCKLE FOR
CABLE TENSION .
STAINLESS STEEL (SEE TABLE)
1
PERIMMEMBFRETER FRAMING
k
NECTIONS AT CORNER - DET
SCALE: 7 -114r
A ALTERNATE: .
USE (1) IW x 14W FENDER
WASHER EACH SIDE OF
A_ ®_ / FRAME MEMBER
EITHER A OR B
1' x r x 0.125' CLIP AND (4) B MIN. (2) CLAMPS REQUIRED
10 x 3W S.M.S. EACH SIDE
FOR CABLES ®
e)
AL
MIN.11C EYE BOLT. WELD EYE
CLOSED (TYP.)
ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A
SCALE 3" - l'-V
Lawrence E. Bennett, P.E. FL # IOW
Cmfi-oereonswoopMrwr
PA. lm mo . smm myTONk FL xm
TEIEPNom p"?W4"4
P4r0!
0
NOT To m 1llva m= m WH4LB oa W NW WRNOUr THE WWM nNEOalBION cP uWr N= E WWff. P.E. 1-41
SECTION 1 SCREENED ENCLOSURES
ANCHOR PER TABLE 94A MIN.
SHEAR 0070 FOR 3/32' CABLE
AND 9028 FOR Ur CABLE
FOR 3/3r CABLE 5/18' x r
CONCRETE ANCHOR W/
CABLE THIMBLE AND WASHER
3-117 W NOINW)
SLAB (MIN.)
SCALE: 3' = V-7
LAB
MIN. (2)11C OR 5MIr x 1-3W
CONCRETE ANCHORS
ALTERNATE CUP:
3' ASTM A-M
PRESSED STEEL CUP
SLAB FOR 1/r CABLE SHALL
HAVE A THICKENED EDGE TO
ACHIEVE 5d MIN. AND A 3W x
r ANCHOR
5d (MIN.)
U
2500 P.S.I. CONCRETE
8 x 8 -10 x 10 WELDED WIRE
MESH OR FIBER MESH
CONCRETE
ALTERNATE CABLE CONNECTIONS AT FOUNDATION - DETAIL 2A
SCALE: 3' m TO
Lawrence E. Bennett P.E. FL # 16644
CM8Wa-oe#lLGRA lr00pI9UrAW
P.Q l =iH OOUIN DAV101K FL>Q1l1
189M01 Aq 1l I4 '
RING pM Tsa'aew
MO
PRO!
OOPII R>w4
1 TTOMMM MMMNWM WORNNWYYMWMTillWIIRMRANORLWMMMEM/I W.P&
ED S ME7AWMINI IM cocr4al lewr
SCREENED ENCLOSURES I SECTION 1
PURUNB ANCHORED WI
CUPS OR 810 SCREWS
THROUGH PURUNS INTO
SCREW BOSSES
FRONT AND S®E BOTTOM
RAILS ATTACHED TO
CONCRETE W/ lW x 2-lW
CONCRETE/MASONRY
ANCHORS Q r FROM EACH
POST AND W O.C.UAX AND
WALLS MIN. V FROM EDGE OF
CONCRETE
EUtN $ CHAIR RAIL DETAIL
SCALE: 3' =1'-0'
ORED W/ CUPS
H #10 SCREW8
BOSSES
10xYOR1'x3'
Lawrence E. Bennett. P.E. FL # 16644
CMNfa-oereorMv CCN=nwr
Pia 5WV4W 5WM V YlGK a=W
TEUPMM cM7W-ars
wut MMwA400
Moa
oopweoNra ,
mrTomiinwoumwmpwcRwnrwmmwTmwwrmPo CWUMne LsMMW.re 1 45
vn c=w jw i smn si vmvut r
SECTION 1 SCREENED ENCLOSURES
CHAIR RAIL ATTACHED TO
POST Wl INTERNAL OR
EXTERNAL CLIP OR
CHANNEL W/ MIN.
4) #10 S.M.S.
GIRT OR CHAIR RAIL
2' x 2' x 0.044' HOLLOW MIN.
2
GIRT TO POST DETAIL
SCALE: 3' =1'4r
SCREW B088E3
FOR WALLS LESS THAN f-r FROM TOP OF PLATE TO CENTER OF BEAM CONNECTION OR
BOTTOM OF TOP RAIL THE BEAM AND GIRT ARE DECORATIVE
SCREW HEADS MAY BE REMOVED AND INSTALLED IN PILOT HOLES
IF GIRT IS STRUCTURAL AND SCREW HEADS ARE REMOVED THEN THE OUTSIDE OF THE
CONNECTION MUST BE STRAPPED FROM GIRT TO BEAM WITH 0.060' x 1-3P x 4' STRAP AND (4)
010 x 3W S.M.S. SCA6W$ TO POST AND GIRT
IF GIRT IS ON BOTH SIDES OF THE POST THEN STRAP SHALL BE Ir LONG AND CENTERED ON
THE POST AND HAVE A TOTAL (12) #10 x 3/4' S.M.S.
Lawrence E. Bennett P.E. FL # 16644
CMB%VrE-0er®.orxEW00N=TAW
Tommom Pony -an
RX PORN ee
AO!
0 co"m m
1 J48 ncR r0 Et aE eoou u wNaE oR + Per wmiour TME wnme+P esiow aP uw e+cs a saw+Err. P.E.
SECTION 1 SCREENED ENCLOSURES
1' x Y EXTRUSION ANCHOR
TO CONCRETE W/ CONCRETE
ANCHORS 8' MAX. EACH SIDE
OF EACH POST AND G
24' O.C. MAX.
3ELECT CONCRETE ANCHORS
FROM SECTION 9
MIN. 34/2' SLAB 25M PA-1.
CONCRETE 0 x 6 -10 x 10
WELDED WIRE MESH OR
FIBER MESH CONCRETE
POST SIZE 2' x 4' MAX.
SIDE WALL POST TO PLATE TO CONCRETE DETAIL
SCALE: 3'- l'-0'
1' x Z' EXTRUSION ANCHOR2' x 2' 2' x 3' OR 2' x 4'
TO CONC. W/ CONC. ANCH. Ir
HOLLOW SECTION
MAX- EA. SIDE OF EA. POST (
SEE TABLES)
AND G 24. O.C. MAX. SELECT MIN. (3) 010 x 14M S.M.S.
CONCRETE ANCHORS FROM SCREW BOSSES
SECTION 9 ir
MIN. 34/2' SLAB 25W PA -I.
CONC. 6 x 6 -10 x 10 W.W.M.
OR FIBER MESH CONC.
MASONRY ANCHOR G 8' EA.
SIDE OF POST AND G 24.O.C.
MAX. SELECT CONCRETE
ANCHORS FROM SECTION 9
POOL ENCLOSURE UPRIGHT TO DECK ANCHOR REQUIREMENTS
General Nola and SpsclNcsRlvns:
1. Ma upM load on a pool wwkwie upright Is calcWetsd as 112 the beam Ww x the beam
spw" x the scesrii bed of 70 / Sq. IL
EXAMPLE:
FOR A 2' x Ir BEAM WITH A SPAN OF 27 AND A BEAM & UPRIGHT SPACING
OF T USE:
112x1mvxTx100/Sq. FL=W20UPLIFT
2. Table IA of tlds namml um the worst case beds ford cases.
3. In as cases owe mast be a p*rwy anchor wWn Ir of each side of the uP ftK
Lawrence E. Bennett. P.E. FL # 16644
aH.sre-aarrsoP rrooweunwr
PA. r •Otlml OAYTONI R r
Tow"o i PowaI4
Rx: A 70I
Aa1 •
m CwI mm sM
1 8 sn oaea oouc®NwHo gaeNvru rwm+ourTMewan e+oPu vsa+cee.aea err.v.
ED $Ehu #"MINUM 9 tCKff
SECTION 1 SCREENED ENCLOSURES
SCREEN
1'•x 2' O.B. BASE PLATE (TYP.)
SECONDARY
2' x (d - 21 x 0.083' ANGLE
EACH SIDE OF COLUMN W/ #10
S.M.S.
SEE SCHEDULE NEXT PAGE) ' •
CONCRETE ANCHOR '
SEE SCHEDULE NEXT PAGE)
NOTE: DETAIL ILLUSTRATES
PICAL 2' x r S.M.B. COLUMN
CONNECTION
Y 5d
MIN.)
SIDE VIEW
SCREEN
CONCRETE ANCHOR THRU
ANGLE OR WITHIN V OF
UPRIGHT IF INTERNAL
SCREWS INTO SCREW
BOSSES _.
2' x 2' x 0.083' PRIMARY ANGLI
EACH SIDE
010 x 31C S.M.S. EACH SIDE
SEE SCHEDULE NEXT PAGE)
5d' MINIMUM EDGE DISTANCE
FROM EXTERIOR OF COLUMN
TO OUTSIDE EDGE OF SLAB
141C MIN. CONCRETE
ANCHOR EMBEDMENT
TYPICAL S.M. OR SNAP
SECTION COLUMN
2) 010 x 31V S.M.S. EACH SIDE
PRIMARY Y x 2' x 0.083'
1' x Y BASE PLATE (TYP.)
1-11V MIN. CONCRETE
NOTE: SELECT CONCRETE ANCHOR EMBEDMENT
ANCHOR FROM TABLE 9.1 0' (MAX,) 8' (MAX.)
MAX. SPACING W O.C.
3000 P.S.I. CONCRETE FOR BOTH SIDES
SCALE 3' m 1'40'
NOTE: FOR SIDE WALLS OF Y x C OR SMALLER ONLY ONE ANGLE IS REQUIRED.
Lawrence E. Bennett, P.E. FL # 16W
CW&Vs-Off#ZVW CVN=rMrr
amsoo s+aexsouniavnw a:z+p+
Mo"DW {s 7p f 4
RING pour
rA0!
wp-- SNrsOM
1-m war-mwmr ouc®wvrHo eaa nl.MZrvnnHovr,Newame+ o+oF uvs+e+ce g see+err, v8.
ED SENEZ ALUMINUM SPECIALIST
SCREENED ENCLOSURES SECTION 1
CONCRETE DECK EDGE
2" x 2" PRIMARY ANGLE
VARIES
5d (MIN.)'
2-1/2' (MIN.)
BOLT 0 1 ' 5d DISTANCE
1/4" 1 1-114"
318' 1 1-718"
1" x 2" O.B. BASE PLATE (TYP.)
DETAIL ILLUSTRATES TYPICAL
2" x 4" S.M.B. THRU 2" x 9" SUB
CONNECTIONS
SCREEN
SECONDARY 2' x 2" x 0.063"
ANGLE (SEE SECONDARY
ANGLE ANCHOR SCHEDULE
AND SECTION 9)
CONCRETE ANCHORS INTO
PRIMARY AND SECONDARY
ANGLES
10 x 3/4" S.M.S. (TYP.) S.M.S. STITCHING SCREWS
2 " x S.M.B. COLUMN J@ 24" O.C. FOR S.M.B.
E TABLE 1.6 FOR SIZE)
TOP VIEW POST TO DECK DETAIL
SCALE: 3" = V4r
Secondary Anchor Schedule
Column SIM
S.M.B. or S.B.
Total
Concrete Anchors
Total
910 x 3/4" S.M.S.
2 x 5
4 1/4'
4 1/4" 8
2x7 4 1/4' 12
2x8 6 1/4" 14
2 x 9 8 1/4" 18
2 x 10 10 1/4" 18
Notes:
1. See Section 9 for additional anchor Information.
2. Secondary anchor schedule applies to side was with uprights
OW are Y x 5' and larger.
Lawrence E. Bennett, P.E. FL # 16644
CNN.ENONAFR-DEVELOPMENTCONSULTANT
P.O. BOX 214369. SOUTH DAYTONII. FL 32121
TELEPHONE: (38M 7117-4774
FAX: (386) 7e741888
PAGE
COPYRIGHT aw I I CC
NOT TO BE REPRODUCED IN*HOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1'J7
ED %N MM1NUM sPVMnf.MT
SECTION 1 SCREENED ENCLOSURES
Table 1.1 Allomdit spm for Primary Sorsen Root Frame Members
Akw been Ailey 00 Ti
tom. Aw. ud& othd L edt M is In .PA re! LdMttdes Bober 30• W-W` 1190 (Jadro-t M% Fy
Lroawwinw•e..m
Ho8oer8ee8otts 4•w I r-' I w-v I f-V
Alwmd& t' lbwWb@Vorddk@dooV
s x
rzlrxLgw
z x
0= w b
jw4r D1 w6w ol
b V
ww ON 7L b -r b
bi
9' b
b
r
rxcxiw ildrr ol jr6r bi 111Wb -4 01 W-r Di d= 1• b fr-0' b
BeB OItOn8 8eotlwsimrzjrxLgwxLlor
TdbqomLL=d WhO w Bore SPodoo
W-V I I r ffr r-0" I r-' r o•
Abisomlopm1'r V w dofbodw V
x x z W` bi
W4r b
1 bI
I 22MMI b
1" b
I Mr
14',7' bi19:1•
T
bl I.1' bi 114r
LT .b.
z x Lwv s fL =r r bI 27 b 2W-7 bi 11 1ff -r b
x z :
x :
4P b
s x r r b b bI W41P bi
x x x
z x : b b W-W b I 3r4r b I 3WWjwb
x7 x x 6 - 1
B.eawte
Leied 1fMdlh w Beret
ram' 4'' frr r ram• fr-0-
A9ewbte Vow V 1 hGIMIS V w ddbdlott 1d
I"XlrxoAw
z z 048 bi Mrb 4r' r
z x 1
z z 1"
x z 1 w4r bi30R-1• b 1 W611" b 4!"' D I 21.7•
ll
1
1. 71dobneees dawn m •no d Mutt e- ' 'Ink - P, ee. Wo wet tlddm 1 "bo lace then "W'
2. Mw gbudww deeWnd udio Die eedfoh dug be Idled to a tneedtonnn e0000bYwd open end upftt helot of Wand
e n mkmm updat hdot of 2d. 8ftt dww bqw then ow ante wp taro eor epoore wwnwn w
3. 8prw we beeed on aid Iu of 100 r ft FL for up to a 160 M.P.H. wbd bed
4. 8pen b m,ewoed ft m center of berm and upftM 000eo10,00 b fleoob a wd HN
ll " F
a. Above ep m do not hobde bVffi of bra b wL Add foorleootbl dMo= fbom upddt to order of brace m beam
owneoar b vw @beta oprn for bdf beam opvm
B. Pu t epadt dod not emceed 8= r . Fbr beam Wwm pmdw than 4W-V t o beam d toe order pwbt end one
puff for @soh 14F W on omh dde of fho otter putrt did I All hdwd bioohp w chow- In ddd (4V4) open woh
puew at f! r o.o. ocher p Wh and W pufie each dde of otter pwf n nerd kiwd btacbq.
T. Silvia mwj bs btetpobbd.
Dw-pMC Moot V for r x r x OAW hoboes eeobon vA w W4r 11''
Lawrence E. Bennett. P.E. FL # 166"
CMM.vr. LCPl0ffG0N rAW
PA. d=wM @wM MTr=%fL=w
7BEPIMa fw7M m
RX 007MOM
lfta.l-n I o
FIIdD01 w w"MA c t w MRT MR =ff 1ME wwM i6W0eeaN OP !/wYMM E OHN E" P L I ED
MU ALUMINUM SPEOMM
SCREENED ENCLOSURES SECTION 1
Table 1.2 Albwable Spans for Secondery Sean Root Fronts Members
Pw An wllh Wh1d Lamb up be IN Y.P.M. and Lmft doo Blow 3 4W4V Nwo pmobompb RL,
L SmoOmm Card %b l w Mb
Mogoe 8ed Wm
Tflbuby 1 d wldlh W Puft 8paebg
i'4r 4'-V I C-r I W-V I d'-a' 1. W-V V-r
Aftmd b Spa t' / ben 0 g V w denadl R %f
r x r x OA44- r4' r-C d r-W d eW-' d W4r b 8' b 6=11' b
r x r x OAON' O-1- r4f• F4 d T-' d W-11' d 9'" d W4r b
r x r x LOW Ir-r Id S'9' d 7-11" d r-' d r-W d T d 0-11" d
rx r x OA4O' 10'$ 10'' d O'er" b O'7'b 0-10' b V4F b F b
rxcx 1r-r ITW • b I Mr b I 10',Z b O'-' b O'-' b I 8'-O" b
ftw Seodo
Loud Whblh W • Pudle
T4' 1 4-V 41-V I V r O'r- I W r W r
Alwm*b 8m Vi bmmlm V w ddba0on'd'
r x r x OA44 O'-r d 8-1' di TI" dFr4o di r-T di- r-W d 8'-0" d
r x r x 0.04r 11=r d I 11=1' d I 1943' d I 10'-' d I 0=11' b I r-r 'b I W-W b
r x C x OA40* I lf-r Of 14'-0' di 17-r di 1740" -bi 17-' bi 11W bi 11'-1" b
B. aaatlwm Pabtid Th omb Bye w.em hNs x.... en....
Hollow Seatlone
Loud WWWW R1p11n
3'4<' 4'0"' 4'4' 1d• 54' 1 V4- O'r
Aftmd egmgVv VW- I own V
O'r b 8=T b O-1' b b r-' b 0-11" b 6-T b
Y-11- b 6'-4' d=10" b b T 11' b rr b r-T b
r x r x O.O§r 12W b 11-r jbll"lw
10-11' b 1WW b 0-10' b O'$ b 8=11' b
18:T b 1r4r bl b 10-17 b 1 1964' b 1 0-W b
1.1hIdomaees dw.4n wo N wnkmr bduaby s- 1-
1 m" -9 0 No wd V&ldm - mo dM be hmo Vm OAW.
2. 8pww w bond on a mkdm n of 104 / ft FL bcr up la a 150 M.P.H. wbnd load.& Span b menuod 6om
dor of beam and iq %0 confJm it lm io ldo w od corrw dofw
Span In mmmmW Aom owdo of boom mW up %0 t aonwolbn to fmdo or vAN oaonmum n. 4.
Pull n 1 1
9
dW not =wood W4F. Fw beam @Pw Owdw Vm 40'-0' the boom at On =do pw1n and om
puiOn for each 14' W on each dde ofdo mdm pufln dm1 bduda Mwd I - P' o
o dwm bf ddal wOh pud
n at O- O' "mdu pudand d M pudbeeach dde of milm pu h nand MWW L 8pana mW
be* - pdalad. CWAK TABLE 1A
POR YBiB11A1 IIMGW UM FOR BEAML 010L V fbr
r x C x LOW hallow @@ad= idbmd be beam wo ol#e wo w • IP.v a jr-r Lawrence E. Bennett.
P.E. FL # 16644 CMaaa-VaVU %Wfro0A16
rAW PA. a0R214M@W MOAYMikMUM
18wM01a; p1M)W4".
4 mx (Mel17w ImiOWAWJM
W wMMd,$
OR a PART W""MT TM YUAr1Bi PMW8WW OF MwRHiCH L WMW. P.L
SECTION 1 I SCREENED ENCLOSURES
Table 1.3 Allwmd* Post / Up ftM HeWft for Prbmary 8orssn Vidl From Member
AManbann AUoy 90e3 T4s
per 2 mmmmW wfhid mM at OWN ol120 MPH or an applbd load d 14 / l e¢ W Hofto
Saatbm j!
WaL=dVfiftWmtWW!eft G%
r I rr- I rr I rW I V-V Anon**
71' / W or ddbvftn'd r
x r x LDW ram' bI r-r bi BW bi B 11' bi OW bi F1' bi 4L10• b r
x r x LSW 9-1• b I T-11' b I r6r b I r-W b 1 b611- b 1 6-r b I W-w b r
x r x ftrSW 11W bi W-V bi fltr' bl r--11• bi r4r D1 0611- b x4'
xOA30' lr4r b I I" b I VF-r b I r-V b I W1• b I r-r b r-r b sdr
Soatlwa TruntwLaw
wafh w • r4r'
4.4r r ram- ram" r4r' ram' WlbmvMmWwddhwftmV
1"
10 b I 144r bi 13W b I 11-11• bI 11MO b IWW b r-r b lxlrx0.
4Wx0.1 20-11• b I 10=1• b I ki b 14'4F bl 13W b 12t10• b I 12=1• ab 24W
b 20 11• bi b lr--1• b I 1fY 10• b 14=17 b 17-11' b x
r x 0.09e' x 0.1le' 2r-T b I 23'-r b I 21MR b 11l'O b lr-IV b 19W bt jF4F b x
r x er4y' bi M 4• b I W-1• b 2B-r b W4r b 2r-T b W 11'db
3rrb3WWb2lWbW44Wb0%W b 214r b 2W 4• rxr'
xWWx*l"----j W-r b 3VAr b 2r4t b 2P-11• b 20-11• b 28'-4' b 22'-0r x
r x 0.0r x MlNr 41L10' b 3flW b aW6W b 2if'r b 21"$ b 21f W b af_r x1r'
xOA3!xU8r Ww b 43Lr b 39=11• b 3ra• b 3r-11' b W 17 b 2 1' SnaP
Soeftwat Lmdwmw-
ram•
4'r I rr I r-V I ram' I rAr I r-• Aeonabb
W w ddbdlon W x!
x LU4• r b 7 =r b 7 W b r$ b W-1' b 6'4i b x
3- x 9AIr' l l%W b W-lW b WW b 4' b T 10- b ram• b x
C x LSW Er 13r b 12-1• b 11 b 1r r b ri-r b et11• brxr'xL= 22-IV b W4r b I" b 1r.T b 1r4r' b 1r.T• brxrxL= W4tbI22'4' b 20'4r b I 1r4r b 1 1r-11' WWII" b For
aYemdit heldda N3 YelOafeee Oa1Q f113117 aa r+. ew aanwaen weiw w vn .P.w.w. r r fw
fabin at gw beol I
g
of tlda udlm and example bdoa. Nofa
1.
TMdmeeeee drown = Nm~ I mknbt stand- blwwroa. No we/ tlddoneo ehal be lea 9wn O.WW- 2.
Uft amm pond wldh w odsd UPVe MnP W. 3.
Abom helade do not bxlode bnp of Imes boa. Add hodeontd dbfana flom uprw b mentor of bow b boam cwaalcom
I loft dioro opm fw told boron opano. 4.
3b epmft wio Me qurod lw pod wid=a over 27 In mean loot helot. HegM
b b be nwe , fbm ownlw of beam wd d oororodl F b iamb ar vm om. Ch*
mb of r x r x O.W4' mb. end od ®3r to twW t aan bo nn 11 od w noldenId P+ardrab p vNded "Y we
ofbdwd w1h mb. (3) t10 x 14W 8.M.& rdo fho mom boaeeo and do not oxaod r-0VIn epww 7.
Hel0le may be InlMpol l I CHBMTANAlAF0RNN
UPWWT SLOW FOR BEAN. r
SPANS FOR W MWOBUW CATAIll W ANOIOR OTM THAN ln9MAWNMLWAkfIEE EXAMPLE
ON &WWCAT= PAGE FOR TABLES AT THE BBOOIN OF TMS 8101101E Lewmrm
E. Bennett, P.E. FL # 16644 ram
eroei-oe,are vrooNwa.err P.
O. soot 314W OMM OAW*&%MUM Tommo
t pwtlw4m Ipom
1 I 0 wiasnoou!!fw N wlfofs oft N PaaT wm ofrr TMa MInn7EIl vfaaaeeaN oP lA1M®!CE a ofaaafrf; PS I t'
ID
SENEZALUJMINUM SPECIALW
ENCLOSURES I SECTION 1
Table I Allowable Post I ON I Chair Rail Spans, Header Sperm a Upright Heights
br Secondary Screen Wall Frame Members
Ahw*r Alloy M T-6
For 3 aa:oad wkW VW d vokwW of IU MPH or wo opplbd load of 14 / I sq. W
HWW 8a-Now I Wr
8adlom AUowabN 'If / or
x r, x
w
Ford Mdit halada ad WM vabd§= dearsan 1m IWK aao oorwaroton YMo 1A on ttn
gmdlboftw for dbloo patio d On ba8lmdnq of tMo = dlon aid aoanrplo bdow.
Nobs:
1. Tldmon dwwn ao'nombwr bxhwby dandled - c l e ar a No wd u kh 000 drm bo lea than O.W.
2 Udnp aoroan penal wldlh 1M odvd ptit - gs
3. Sib gnoft a gbNaI mgdmd for pod woksu as am W In moan rod hdphL
4. Span b b ba nrooanad t+om oarbr d baun and uprlpht ooraraoHg io lama or wol -n o r lorr.
L • Chat raps d r x r x &W mbr. and apt a 38- lnhdpd ash be oond 1, d ao red 4 -1
guadmlb
p vim they
era aI c lra I
wph
mbr. (3) 910 x 1425 S.M.B. brb f o vu w boas and do not =mead !r-V In opom 0.
Girt ap" dmd not =a" W4r. T.
spans m@V b. IF
HEIQ SS FOR V E FORM CATAGM ANOM vfga Mil$ OTHER THAN 130 MPH ARE REQUIRED
SEE EXAMI LE ON SPECIFICATION PAGE FOR TABLES AT THE aEONSr OF THIS SECTKK
Lawrence
E. Bennett, P.E. FL # IN44 eraeuarrras-
Dfi%90P1f roowunwr 7t3
WHM 90=4M MX
PO1q4100 I
t tv n oouc®NwttoelaRwwvrrwnt ourn wnrrtar IrartorloFu wae+csEeei+err.PE I 1 f8 I Fn
CCIICI At I It Mktg a a Mrwsas moat'
SCREENED ENCLOSURES I SECTION 1
ToWe 1.6 Minim= UprlgN Slss and Number of Scram for
cauwcuon of Roof Seems fie wall UprlBhte or Seam Spft ft
Beam
8beNo
Upl01K mbbmm Pulft Ott
Inns Bros SIes"
Deck NobsMn Nember o1 Bonws• Bwn BUtdslss0
8=WW WOrx? Noxv A42xv
rx rxrx0A44 2 Fug4 4
rx4' rx'.r rxrx 2 Fui8 4rxrx4' r r 2 8 4 Ino
r 6' r xr 2 Full Lso8 8 4 d8
rxr rx3' rxrxoaw 4 1 RALAW 10 8 8 fflo
rx8• rx4' rxrx0AW 4 1 Pastll LWl 10 8 8 010
8 PON 18 14 12 a1e14rx8• r x 8' r x 3• x 0A44•
18 014rx9""' rxT rxrx0.0W 8 Psatlal 20 18
rXIV I rx8' rxa•x0A80• 2D 18 I 18 1 #14
l llndsesss Dbtenee and d 8on>rws Guam PlebThllosess
Edip To Cade Csnbr To Coder Boom sin.. ThlckW5Wrxrx0.OWx0.120' 1118'-0.083•
0PI#414
3W3W rxrxo.orrxomr 1/8'-0.12?
2 1? 1•rxg'x0.07rx0mr IW 0.12r
I 3W 1-1 r r x 0• x 0.08r x 0.Jor 1 8• . 0.126'
8M8• T 8' 1.7/a• r x 10• x 0A8r x 0.380' I IM u 02r
3W 1 r r
sol m connodlen. a.e... M mom& amn me om esaaaMaa at on barn and uerlaft end each side of
0AW wdl addswss. 0.><10' AenOs tlddanss
NOW
1. Connsallon of r x ? b r x ? ohd uas a fWl bap cut or lAr ound plats.
2. AD oused plebe Shell be a n *nm of MR H-32 Agoy or hew a n*ft m yldd suen0lh of 23 kd.
3. For bsem epioe r i, - per tin number demon dawn is the iolal for sods spits wgh 112 the sawn on each dde d eve vOt
4. 7ha number d aosawe le based on tlw sib 1, allowable no ew of the beam.
5. Ths .u.d a d dsok andale Is based on RAWL R Tapper dwm bb load deb for 2.600 pel comet and / a equal m loss may
bs wed. 71w mamba ehown b the blel use 1R per vide.
Ho1ow spike oaesaotl o can bo nede pav"ll be oaxwdlon b oppavwd by the enghwer
T. We b W than nslskm n updgM b used Ow .u.i r of eaews le fire eeme tur each Spies wgh V2 the aaewe on each ells d tlw
out
Ag beam b oonwdbne for r x r beanse a b W dealawhan *bowl ar axbmd pueeet pistss. ouaaat plats eA sag
a a for menwd a viable wft ooseno0 F, 8.
For Wudplat os3nwoekni r x r been a bW we 314' bls0 sasws. W. llw
side wag updgit Shall haw a n ftm been do ae dawn obo4% b., a r x 4• updgl t ehdl have a r x 3' beam. 11. Colssed
beam in up ftM as Htar. ouseet plft or engle d%* for each spice wgh 112 ties sasws on sech olds of the wt 12. For
OK ate ues uprW do pie. r x n Read the r x 8• beem sow for min. Ott of r x r x OA14•. T" 1.
7 Minbnufn Wn flown Enclosure Knee SlrB and Anchad
S Required Abnintim M
T4 Bess is
mbn W- 24r
r x r x r H*=md Wgh #l0 x 1/r EACH SIDE 7b x?
x Ox1? BIDE To 4t6'
r x4• x oA14• x 0.1r r H pesald WMh (4) 814• bn0 Spews doe b
be ddwn*W by beem sin, eso Babb 0.8) 8M TWs
lA For Nmis@rAM 8ms a eaewe) 1. For
se 111' bass bleose Onemer than 94r oon1, 1 ass 1 for e1-11 sOklw and dddL 2. Cndkiwr
been d" shown an pep 132 Od be wed for host elmdu a sI F lenwat Whm bow boas WO N=sds glr Lawrence E.
Bennett, P.E. FL # 16644 a nroso -
oe owaerr c owwar wr PA. soot
e+aea sovm OI1111'ODM` R sere+ 7EtRoom p"
ver-am FAX PWW405
M ooPrlseNTsew
1'
NOTTOM MWNM*
CnNPARTWMaXTHEwRlrMP6MaMMWt11wRENMEMR&W.P.L 1"81
Design Check List for Pool Enclosures (08W 1 of 2)
1. Desigrh slow
These, plans hoive been designed in accordance with the AMmhinum Structures DWO Manual byI.Awrsnos E Begnett and are in compgce with the Flalda Butiding Code. 2001 Edition, Chapter W.
Exposhae'B_ or'C : importerhos Fedor 0.7T: Negative, I.P.C. 0.00;
160 MPH Root IAsd 3=Mlalftm H Wdi Load, 3 second gustY 10e4
pr ssurm are 10 PSF PSF or PSF for wells.
Noise: Wind vslo ft zones and exposure 011110 y Is determined by local oods. MlMmum design had
of 10 PSF tar all roof bads prevents any oo NN*n of rod bads. Design preeshohend cornrersbn
multiptiere we on peas 1-4. L
Had 8bVdure AdUPOW 8tafemenb . 10e *
that I hags bropeaisd the Trost strucbue and Itla In good repdr and eltechme b made b the structure Will
be Bold Ed circa
Phone: LBE ?lf- vbmpftu Dots:
Z
9 0 Contractor ftwtwe
Mole: low
told of boom span & uprtght height exoeeds W or upAgld height eowmclo Wells epeelOc
e Irheirin0.la cued L Bugdbhg
Pewit Applleotlon Padmage o u hdrhe the follOwbW. Yee. No A. Pmjod
Hams & address on plem.............................................. B. Sits
plan or sway with enclosure location ..................................... C. Cantraclors /
Dedgnerle name. addrew phone number, 3 dpnefurs on plans ... . D. Notts
of 00nsuner riphte atached and InIlleled by oonsurner .................... E. Enclosure
layout drereing 01/3• or 1MV ad* with the fotia kw ................ I. Plan
view with hoot dmckna. end=n length. prOIction 1bm host strhxtiure. . anda1 dlm/
ndons........................................................ 2. Front
end Bide elevetlon views with all b - o colons b hdghls .................. Nate: Ap
nhanm wgildrowbipshollimckidemmd panel et the top of the `— wati..S.. ...........................
3. Bsem
location (dhow in plan & devotion vlew) b ems, Le. r
x jr x OAW x 02240) ............................................... 4. Uplght
locaton Now In plan a dovdion Wiser) a d w Le. r
x 8• x 0.07r x 0224'............................................... uJprlo a
wall .,m.d r dbwebla heightl eim oorwwsbns from 120 MPH wind am% V
Exposure t0 MPH wind eons whdbr IV Exposure for load Look up epen
on 120 MPH i lab and e0ply the falwAV formula: SWIHWt Converted 120
MPH sm
bord)x (bord)
x (bord)0 WinclZone Appoplefs WOMPlwftM
page
1-0. L Choir roll &
gkt size. length, a ageing P.O. r
x r it o.044• x r-W a W-W O.c.).................................... / L Save roll
arcm larhah, apedng end NO F11 9 Of 1.e.1•
xrtorxrxNraI-10•o.C.)................................. . T. Endoswe rod
dlaoand brsdrhg In plan view ................................ . L Knee bral,
ss length, location. 3 ems pe.rxrx0.04sfor rxa•
x0.0Trx0r24•SMS) .......1.............. . b4
9.
4. HlghW dsdlls from the Ahanlnam tlbasfwase Dsiign Mwwd: Yes No
A. Beam a punn babies wMh " Ohicohsss. speafng. & @Pmw 1 OW*m
1.1 6 1.2 or12 3 1.9).........................................................
L Upright & gkt fables wM shoe. Qhlcohsss. •pelt & spans / b+oft (1dbin
1.3 a 1A)...........................................................
C. Tab 1.0 wN h beam 4 upright combination ......................................
D. Co vo tion dst ft b be um such es:
1. Beam b updght...........................................................
2. Beam b well..............................................................
3. Beam to beam..........................................................
4. Ch* id, phd hw, & knw braces ............ I ..............................
5. Exbuded gutter oonrhordlons................................................
0. Angie to deck MW / or sole plebes ............................................. 27T. Ancrofs go Ihmugh pavers bib ooICI aN.................................... L
IMirdmwn foofbp end / or tree well does.................................... 9.
Cable or 14 bsoe do%A papas 34. 3e. 27. or 30 .............................. Wdi
area admlaftm for cables: W
a wag wkft H a wag height. R' rise W1
a width ® top of manswd. W2 a width top of Will Example
1: Flat Road Fm
t wag ®eagle: __it. x 100 % a ......+ ................ R' W
H • . Largest
side wet __R x __ft a R' W
b TOTAL
a .......... R' Total
are• 1(233 R' / able for a cable or
Total
arse 1(445 R' I cable for Iffl a paws Side
well cable cdodedom R' G M a Rs b
Side
well gwm1 (233 I oift for Mnor Side vuall
wm 1(445 R' / cable for INJ a c@We(e) Exsnhpis 2:
Oable Rod R a .
3 R'
a 100 % :...................... Rs Front wag ® save: x W H •
Front gable
floe': /R x 1 ft) a R' o 100 % a ................... A.' R Umpd
side
wet i LIR x _ 1LB Q 80 % a s W
H
c Largest aids
gable flee': R ft x 1R(W ft +ft) aft' ®50 % a .... /)O R' TOTAL a ..........
Toth area
1(233 R' I able for &W) a _m" poke or Total
area / (
445 R' / cob for IN) a __aft pews Side wag
cable comdaftm _ fit.' + ft' a __ft.' 0100 % .............. Rs c . d
Skis wag
also /.(233 R' / cable for 3MM a ad*Ks) or Side
wail
area/ (4i5 R' / Cable for Una c•bke(s)
An
InsoNdon Guide For Pool Enclosures (sage 1 of 1)
1. Cho* the buildup parmN for the fWkming: Yes No
a.Pemitawd a addnese........................................................
b. Approved drawings and addendues as m p*od ................................
Q. Plot plan or survey...........................................................
d.Notlos olcommenosn1ent . .. ......... .... ........I....... ..........
2 Chmdk the approved sibs epseMlc drawings or shop drawings agd nd Vw wAS
aUarfor Yes No a..
Skud nes b: glh, pro)eotlon. puma hdght as shown on the plans ................. b.
Beam des, span, spmdng a OWN —g me we ................................... c.
Pupnshe, spanaspeoing..................................................---• d. Upright"
hdgK speft a etltddnp screws ..::............................. m. Chi*
rdl ebs, lenplh a spedrrg............................................... f. Eve
rap elan, length, epecbrg a mMd d g d 1' x r to r x r ...................... o. Endomn
roof dlagond hnedng lebutdocl an :g ................................ h. Wall cmbbs
or W braobg are uatsDod smug ..................................... L Knee braces
are property kwbW............................................. s. Clash load
bowtrp uprlghls for We Folowing: Ya Noy a.Anglin bracketetw
a thin ................................................ b. Coned remoter,
slam a sparing d fasteners to upright .......................... . a Coned mnnber,
alas a sparing of bats -mum of angle to deck d. UPlpht is
anchored to dsok tteough bik* pavers then androrm shell go tlaeugh paversinb oorrcnets ... ... ........................................... 4.
Chock On
load bearing beam to uptight lbr. a. Upright b
beam oonnsc lon and l or splbes have no mmnber a sparing of Yms No screws...:.. .................................................. b.Overlep
beam
b upnl rt or preeet•pbb ....... .. .. .. . . a K angle
bradeb are used In marring check for oohed tlrldm9w and ebe a n nnber offssber-00 ..... .. ... ...... ............................... a
Cheek load
bmu beam to hotel sbudurs and / or Buller for. Yes No a. Fteoelver booker,
angle or reoelvbg &mwW alas a thuaneee .................... b. SIM mmrber
a spuft of andam of beam to receiver ......................... . IL Sb* number
a sparing or encore of remNw to host a mdm of gutter .......... d. Coned mridahg
of gutters to host Wuckne................................... Cheek go wal
mmbla:, . Yes No a.Lomdon a
number.....r........ :............................................ b. Top braolkst
else and losleners................................................ o. Eye bolls
are welded .................................................. . d.Bceomabap b
controls connection ........................................... T. Cheek wA
W braelrrg (If requbed): Yms No a.Uo allm
A do.............................................................. b. fib, gusset
or dip obis a number ............................................ a Number a
etas d fesbr>ers................................................... a Chmsk eNkdrlod
pound: Yes No a. Properly oomplabd . ................................................ .
b. Angle, gueed
or dlp dw a number ............................................ o. Number a
ems d helm rners................................................... Check the dose
on pool ondosues: Yes No a. Door handle
Q W from the deck ......................................... . Nobs: 04