HomeMy WebLinkAbout98-8109
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
8109
1111 (p jq f'
I I
-
/Its. Do
BUILDING
a q .oLD
ELECTRICAL
Date
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Zoning: Energy Code:
DescriPtion of Work l<..JcJoo/ ~
"- ~ iL, (/
P,"..rty Owne, (QR II ~ '!l1f1 ~
Job Address: <541.! _ ~__ __SD
Radon G.. e.O 0 ~
?tee A' UJ I W'~ 12.17\. ~ p:n {~(~I ~
Water Meter:
T,I.F.'s:
Parcell.D, #
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances,
DATE
Inspector
Valuation or
Contract Price
t)/vuo. () ()
f1Cf}0
City License Registration #
State Certified License#
7 '18- 531'/
(11M4./'- 41LUV\
BUILDING
fd~
/'1fo
ELECTRICAL
PLUMBING
MECHANICAL
Ftr,
Pre SLB
Lintel
FRM. "h,~('7fC tC'b
Insul. CL
WL
Tp. Serv, LIZill
Rough In 1 '1 f K"h
Meter Can
Canst. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Ins!.
Compressor
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/1 00 Dollars ($ 25,001 shall be made for each trip for each trade:
a. Wrong Address
b, Condemned work resulting from faulty construction.
c, Repairs or corrections not made when inspection called.
d, Work not ready for inspection when called.
e, Permit not posted on job site.
f, Plans not at job site.
g, Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same,
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
DATE RECEIVED
PLANS REVIEW FEE
OWNER'S NAME Gero...ld M (! M i U,. n
JOB ADDRESS 3qlb MaJa..c...hite. I Lot 50
LEGAL DESCRIPTION: LOT(S) !fo BLOCK
PARCEL ID # ~I.f-~~-;u -OO~-{)OO()O-05~O
PHONE 7"iO- 'f,;A.5'?
Zephyr-hl'lIo;. ) PI. 335tfO
SUBDIVISION E M E~ALD POI rvT
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: [JNEW CONSTRUCTION
rn" ADDITION
[JALTERATION
[J REPAIR
[J INSTALL
[J SIGN
PROPOSED USE: ~GL FAMILY DWELLING
[J COMMERCIAL
[JMOVE
[J DEMOLISH
[JMULTI-FAMILY
[J INDUSTRIAL
[J# OF UNITS
[J SWIMMING POOL
[J MOBILE HOME
[J OTHER
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK WOOD FIGtM.~ OECI<. ~/ 6L.HSS I<PlJM)
, , I t;L.11$S rlr
BUILDING SIZE ltj x..;t,; R()oH SQUARE FOOTAGE 3~~ 'fJ
-rO,rrt.... Ra;p FI/2e-19 (,t:JO tP
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
OPE"N PtJ/(Clr w/;200P. r-51f'eD
,
see PL.AIJS
HEIGHT
& (1) SET ENERGY FORMS.
FORMS.
PERMITS REQUESTED
~UILDING
~ELECTRICAL
$
I ~J l/OtJ. 00
,
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
[J FLORIDA POWER
[J W.R.E.C.
[J PLUMBING
[J MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS [J ROOFING [J SPECIALTY [J OTHER
TYPE OF CONSTRUCTION: [J BLOCK ~RAME
FINISHED FLOOR ELEVATIONS ;J..f.Q" (t'lPci)
[J STEEL
[J OTHER
IS PROJECT IN FLOOD ZONE AREA[J YES
[J NO
SIGNATURE
COMPANY .JohY'l Currd..1"\ Alu.m. +- Moloj k Set-u.p
STATE CERT OR REGIST 1 LA07~ !tl- OOt:104.f."'t/LI
CITY PROCESSING # ''-(ClO
BUILDER
******************************************************************
ELEC
COMPANy7;';es r CUS:S' 6-~~ .~
STATE CERT OR REGIST # dOlI S-/7
CITY PROCESSING # I'j!t " I
* ******************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
** * * * ** * * * *.* * * * * * * * ** * * * * * * ** * * * * * * * * * * * * * * * * * * ** * * * * * * * ***, ** *** **
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
I.-:-."'~**'************~***~**"*********'**********:**~*~:~**~:..**..~****
t~ .. - . ...
fOO'. ,.: ,.."
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CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
rhe undersigned understands that this permit may be subject to ~deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS fu~D CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner" prior to commencement.
E. CONTRACTOR' S/OWNER' S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A, etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
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. JOBS UNDER
$2,500 IN V UE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
a~~~. -
~:~TURE: CON CTOR
STATE OF FLORIDA 0
COUNTY OF ra.6C::O
The foregoing instrument waj ackqowledged
Before me this :!:'day of ~0t1,~, 19 ~
by .Tc>h.V\ C _rt.L_
(name of person acknowledged)
~o is personally known to me, or
STATE OF FLORIDA 1'7
COUNTY OF ra.s,c.o
The foregoing instrument was acknowledged
Before me thi~~ day of I\lov~, 19~
by {JO h.l"\ l.A.('ra.~
(name of person acknowledged)
~ho is personally known to me, or
an oath
Dwho has produced
(type of identification)
and whoD did [3'ciid not take an oath.
(I~m~
Signature of person taking acknowledgement
wledgrnent
Name typed,. Pri~~:Ic~
Mv CommIasIon ExpIres Apr 23. un
COmmIsllon' CC64ON2
Name
CURRAN ALUMINUM
3415 MALACHITE
SQ. FEET PRICE
MAIN OR LIVING AREA 322 $ 40,00
OTHER AREA UNDER ROOF 278 $ 15,00
OTHER
VALUATION $ 17,050,00
FEE SHEET $ 110,00
ADDRESS $ -
DRIVEWAY $ -
BUILDING: $ 165,00
CREDIT: $ -
BUILDING LESS CREDIT: $ 165,00
ELECTRICAL: $ 29,20
PLUMBING: $ -
MECHANICAL: $ -
RADON: $ 6,00
TOTAL $ 200.20
SEWERI $
WATER: $
TOTAL: $
3/4" WATER METER:I $
T IF'S 'I $
99% $
1% $
: I
TOTAL: $
200.20 I
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NOTARY
STATE OF FLORTDA - COUNTY OF PASCO
T}u,,: C()rf'q()iJI~J iJI~':!rIJt[l(~JlI VhU"; :-;~'J()rrl I.() dtld
subscribed before me this7t'" day of JJDlle~~
1.9 qg",_"
Personally known /or Produced j clenti f i cat i.on
Type of I.D.
CARR:F MONBARREN
Hoforv Public - State of Flonda
C~~~~'
. . 1-
QQMU.. Y11~~
Notary signature
state of Florida
County of Pasco
1: ?'-f~
'... 'r""';;;'P:-lii:,;r"'l~,11'1r!IIBJ:__I_
j
RESIDENTIAL
CHECKLIST FOR NEW CONSTRUCTION PERMITTING
t/
Appliea<ion eomple<cd in i<. ENTIRETY. ~
Notice of Commencement certified copy - 'tiCl.)j{ {--o
-- +0 OR cDrv'-fJ leJiol
1I{(0 -
~heck if contractors and subs are current1y registered.
-t..L'
/
F10rida Energy Efficiency Form cornp1eted.
P10t P1an.
prferty Survey.
~ TWO SETS of Engineered Bui1ding Prints with e1ectrica1, p1umbing &
mechanica1 diagrams.
Homeo7 check for proper "Homeowner's Affidavit"
Subdivisio~ign Review Cornp1iance Letter
R-O-W Use ~rmi t
form.
Give E1evation cer~te, if app1icab1e.
Verify Water ~er Service.
~1ans Review Fee ($.03/sq. ft - $15 min) .
Amount Paid $
Date
Received by:
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 600C-97 Residential Limited Applications Prescriptive Method C CENTRAL 4 5 6'
Small Additions, Renovations & Building Systems Department of Community Affairs
Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 6OOG-97 for additions of 600 square feet or less, site- installed componel'.ts
of manufactured homes, and renovations to single and multifamily residences, Altemative methods are provided for additions by use of Form 600B-97 or 6ODA-S7,
PROJECT NAME: ~ ROD BUILDER:
AND ADDRESS: Lot' D PERMITTING CLIMATE D D
o OFFICE: ZONE: 4 D 5 6
OWNER: PERMITNO,~ JURISDlcnONNO,: ITITITI
SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feel or less of conditioned area), Prescriptive requirements in Tables 6C-1, 6C-2 and 6C-3 apply only to the
components of the addition, not to the existing building, Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed
specifically to serve the addition or is being installed in conjunction with the addition construction, Components separating unconditioned spaces from conditioned spaces must
meet the prescribed minimum insulation levels, RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the building),
Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced, MANUFACTURED HOMES AND BUILDINGS, Only site-
installed components and features are covered by this form, BUILDING SYSTEMS Comply when complete new system is installed, Please Print CK
1. Renovation, Addition, New System or Manufactured Home
2. Single family detached or Multifamily attached
3. If Multifamily-No. of units covered by this submission
4. Conditioned floor area (sq. ft,)
5. Predominant eave overhang (ft,)
6. Glass area and type:
a, Clear glass
b. Tint, film or solar screen
7. Percentage of glass to floor area
S. Floor type and insulation:
a. Slab-on-grade (R-value)
b. Wood, raised (R-value)
c, Wood, common (R-value)
d_ Concrete, raised (R-value)
e. Concrete, common (R-value)
9. Wall type and insulation:
a. Exterior:
1. Masonry (Insulation R-value)
2, Wood frame (Insulation R-value)
b, Adjacent:
1. Masonry (Insulation R-value)
2. Wood frame (Insulation R-value)
c. Marriage Walls of Multiple Units* (Yes/No)
10. Ceiling type and insulation:
a, Under attic (Insulation R-value)
b, Single assembly (Insulation R-value)
11. Cooling system*
(Types: central, room unit, package terminal A.C" gas, existing, none)
12. Heating system*: (Types: heat pump, elec, strip, natural gas, L.P, gas,
gas h.p" room or PTAC, existing, none)
13. Air Distribution System*:
a. Baekflow damper or single package systems* (Yes/No)
b. Ducts on marriage walls adequately sealed* (YesINo)
14. Hot water system:
(Types: elec., natural gas, other, existing, none)
* Pertains to manufactured homes with site installed components.
11.
12.
13a.
13b.
14.
1.
2.
3.
4.
5.
A-Mi'hOl^-
61'~\e.-
3 .;2. ;;1- rP-
I Pt.
Single Pane
tn5 sq, ft,
sq, ft.
,;?,o %
I hereby certify that t ! plans and specifications covered by the calculation are in
compliance witn the Ii da Energy COde, / )
PREPARED BY: DATE: II 7 9<g
I hereby certify at is bu'di is in compliance with the Florida Energy Code, .
OWNER AGENT: DATE:
6a,
6b.
7.
Double Pane
sq. ft.
sq. ft.
Review of plans and specifications covered by this calculation indicates compliance
with the Aorida Energy Code, Before construction is completed, this building will be
inspected for compliance in accordance with Section 553,908, F,S,
BUILDING OFRCIAL:
DATE:
-1-
Sa.
Sb.
Se_
Sd.
Se.
R=
R= II
R=
R=
R=
lin. ft.
3';<~ sq. ft.
sq. ft.
sq. ft.
sq. ft.
sq. ft.
:~7;).., sq. ft.
sq. ft.
I 7.;{ .5" sq. ft,
sq. ft.
3.;;l;;:2.. sq. ft.
Type:
SEERlEER: ,-
Type: -----
HSPF/COPI AFUE:
-
-
Type:
EF:
----
'----
Climate Zones 4 5 6
TABLE 6C.1 : PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. FL and Lessl, RENOVATIONS TO EXISTING BUILDINGS AND SITE.JNSTALLED COMPONENTS OF MANUFACTURED HOMES,
MINIMUM INSTALLED
EQUIPMENT EFFICIENCY EFFICIENCY
Central AlC - Split SEER = 10,0 SEER = -
(!)
:z -Single Pkg, SEER = 9.7 SEER =
::; -
0 Room unit or PT AC EER 8S EER
0 = = -
(.)
Electric Resistance ANY
(!) Heat pump - Split HSPF = 6,8 HSPF = -
:z .. Single Pkg, HSPF 6,6 HSPF
~ = = -
w Room unit or PTHP COP = 2_7- , HSPFf =
::r: -
w COP
(.)
...:
c.. Gas, natural or propane AFUE = ,78 AFUE =
en -
Fuel Oil AFUE = .78 AFUE = -
a: Electric Resistance EF = ,88 EF = -
I- W
O!;;( Gas; Natural or L,P, EF = ,54 EF =
::r:;: -
Fuel Oil EF = .54 EF =
- See Table 6-3, 6-7
MINIMUM INSULATION
COMPONENT INSULATION INSTALLED
Concrete R-5 1<-11
en Frame, 20 x 40 R-11
..J
..J Frame, 2' x 60 R-19
<C Common, Frame R-11
~ Common, Masonry R-3
Under Attic R-30
en Single Assembly; Enclosed
(!)
z Frame R-19 ii-/~
::; Metal Pans R-13
Ui Single Assembly; Open R-10
() Common, Frame R-11
en Slab-on-grade No Minimum R-I!
a: Raised Wood R-11
0
0 Raised Concrete R-S
..J Common, Frame R-11
LL.
5 In unconditioned space R-6 - ...../
;:) In conditioned space No minimum /'\.
0
TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY
Maximum percentage glass to floor area allowed is selected by type, overhang length, and shading coefficient. Maximum%- Installed % =
GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENT AGE ALLOWED
(l:Jp TO 20% ) UP TO 30% UP TO 40% UP TO 50%
Single Double Single Double Single Double Single Double
OH-SC OH-SC OH . SC OH-SC OH-SC OH-SC OH-SC OH - SC
c1'~ 00- ,90 2'- 1.0 ,0- ,90 3'- 1.0 2'- ,90 4-- 1,0 3'- ,90
'"U" - ,86 1'- ,86 0'- ,70 2'- .86 ,'- _70 3'- ,86 2'.. ,70
0'- ,65 1'- ,65 0'- ,50 20- _65 1'- ,50
0'- ,45 1'- ,45 0'.. .40
0'- ,35
SHGC or SC may be obtained from the manufacturer, Single clear SC = 1.0, double clear SC = ,90, and single tint SC = _86, SHGC + ,87=SC
TABLE 6C-3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES
COMPONENTS SECTION , REQUIREMENTS CHECK
Exterior Joints & Cracks 606,1 To be caulked, casketed, weather-stripped or otherwise sealed. ,/
Exterior Windows & Doors 606,1 Max, 0,3 cfmfsq,ft, window area; _5 cfmfsq_ft, door area, /
Sole & Top Plates 606,1 Sole plates and penetrations through top plates of exterior walls must be sealed, ./'
Recessed Lighting 606,1 Type IC rated with no penetrations (two a1tematives allowed), ./
Multi-story Houses 606,1 Air barrier on perimeter of floor cavity between floors, ..-.
Exhaust Fans 606,1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion
devices with integral exhaust ductwork,
Combustion 606,' Combustion space and water heating systems must be provided with outside combustion air,
Heating except for direct vent appliances_ -
Water Heaters 612_1 Comply with efficiency requirements in Table 6-12_ Switch or clearly marked circuit breaker (electric) i~
or cutoff (cas) must be orovided, External or built-in heat trao recuired_
Swimming 612,1 Spas & heated pools must have covers (except solar heated), Non-commercial pools must have a
Pools & Spas pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%, -
Hot Water Pipes 612,1 Insulation is required for hot water circulating systems (including heat recovery units), ..-.
Shower Heads 612.1 Water flow must be restricted to no more than 2.S gallons per minute at 80 PSIG. -
HV AC Duct 610,1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached,
Construction, sealed, insulated and, installed in accordance with the criteria of Section 610,1, Ducts in attics must be '--
Insulation & Installation insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closets.
HV AC Controls 607,1 Separate readily accessible manual or automatic thermostat for each system, '----
GENERAL DIRECTIONS:
1, On Table 6C-l indicate the R-vaJue of the insulation being added to each component and the efficiency levels of the equipment being installed, All R-values and efficiencies installed must meet or exceed the minimum values
listed, Components and equipment neither being added nor renovated may be left blanl<,
2, ADDmONS ONLY, Determine the percentage of new glass to conditioned floor area in the addition as follows, Total the areas of all glass windows, sliding glass doors and glass door panels, Double the area of all non-
vertical roof glass and add ft to the previous total, When glass in existing exterior waDs is being removed or enclosed by the addition, an amount equal to the total area of this glass may be subtracted from the total glass area
Divide the adjusted glass area total by the conditioned Door area of the addition. MullipIy by 100 to get the percent Fmd the largest glass percentage under which your calculated percentage falls on Table 6c-2. prescriptives
are given by the type of glass (Single or Double pane) and the overhang (OH) paired with a shading coefficient (SC), For a given glass type and overhang, the minimum shading coefficient allowed is specified, Actual glass
windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and shading coefficient requirements on Table 6C.2, All new glass in the addition
must meet the requirement for one of the options in the glass percentage category you indicated. The overhang (OH) distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge
of the ovemang,
3, RENOVATIONS ONLY, Replacement glasS needs to meet the following requirements. krf glasS type and shading coefficient may be used for glass areas which are under at least a two foot overhang and whose lowest
edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single-pane tinted, double-pane clear or double-pane tinted,
4, BUILDING SYSTEMS, Comply when new system is installed for system instaDed,
5, Complete the information requested on the top half of page 1.
6, Read "Minimum Requirements for SmaD Additions and Renovations', Table 6C-3. and check aD applicable items,
7, Read, sign and date the "Owner/Agent" certification statement on page 1, '
-2-
"T-"~'~l1.' .;~'^ ", ..~'~!/. 't
"'-;(;:;~'~__"":'~"-":t:""',j-
.John Curran
ALUMINUM & MOBILE SET-UP
13626 Arden Drive
Hudson, FL 34667
(727) 868-1460
C i=7-L r:t 7 Z 7- cfC8" ~ S~ ~y
Licence Numbers: LA07634-00004444
M(! Itfl I
I s- f/II #- I_A G/I i -h::-
FI
JOB NAME/LOCATION LOt
, <::7,
LoT y.--i
DATE OF ORDER.".
//-3-90
PONE
(/3 7(f'o-4z-r-7
C (1;7 ell? rt ")
QTY,
DESCRIPTION
AMOUNT,.
, :-tut-
/ 5}-'~O iJc;o
F)? fi?w. ,-
y~
:tL.;"
/
/
TOTAL
/
/ '
HA, 1971 L^W.
f.713,13
NOTICE OF COMMENCEMENT
SEMINOLE FORM-4GB
State of Florida }
County of ,
The undersigned hereby informs nil concerned that Improvoments will bo mode to cortain rea' property. and 'n acoordance
with section 713,13 of the Florida Statutes. tho following Information Is stated In this NOTICE OF COMMENCEMENT.
Description of property "t:/'J\.., .~,>(4-U:.~Y.O,:1. t-,'li,e:. .~V,' <Rf:..~,,?,Y:.t,,, .~(J,f. ,$:~"",. ,."""
ernerARe IN DurLICATIO
...,.......................................................................................................... .... ...............,
........................................................................................................0......0. ...... ..........
Genera' description of improvements "i?~. -:-:-~~,-:., ,l... ,..... ..t:9I~~, , , , . , , , , , " , , . . , . , , , , . . , , , . . . , , , , , , , , , , .,
- Ow...,. Ge.~... m c,..d.!;Jl;....,.........................................................................."
Address ;3~{/~~" ,rn, ,f.l; L ,It., .~h. ,/,J..e.-:,.,.. ,2 e...-f-~'~'~ ,( ,I)~'['$.,.",.""...".,.",...",."",..."..,.,..
-
Owner's interest in site of the improvement, , , , , . , , , , , , , , , , , . , , , , , , , , , , , , , , , , , , , , . , , , , . . , . , , , , , , , , . , , . . , , , , , , . , , , , , , , , , , . . . , . , , ,
Fee Simple Title holder (If other than owner)
Name "',,",",
.......................................................................................................... .....
Address """"',.,"""""""',.,""",.,"""",.".,'""",..,."""",.",..""""."",.""..,.",."""""",
contractor&r:r~", ,1J1f1.~..."""",."""""""".""""".,."".."."""".""",.,.",."".",.""",.,
Address . ,13,~ ' , ,hJ)~, , ,f)I!.:., , , , , ,tf,;,~, , 1'1. . . ,J.~,".7, , , , , , , , , . , , , , , , , , , , . , , . , , , . , . , , , . , , . , _ , , , , , , , , , . , , ,
Surety (if anyl ,.,"""""""""""",.,""""""',.,'""""."",.""".",..,.""""",.,...""."",.",.,."",
Address """"""""""',.,"',.,""""'""""."""",.".""""""."",.,.,." Alnount of bond $ , , , . , , , . , . , , , , ,
Any person mal<lng a loan for the construction of the improvements:
N alne ',.,."",."" ',,' , , , , , , , , , . , , , , , , , , , , , , , , , , , , , , , . , . . . , , , , . , , , , , . , , , , , , , , , , , . , , , , , , , , , , . , , , , . , , , . , , , , . , . , , , , , , , , , , , , , , , , . , .
Address .,",.,.,"',..,"""',.,..,""',..,""",.,"""",.,.""""""""..""",..,.,.."".,.""",."""..",.,.
Person within the State of Florida designated by owner upon whom notices or other documents may be served:
Nalne "',.,""",.,""""',.,""",.,.,",.,""""""".""""""",.""""""""""".""""".""."""""
Address .,.,',.,.,"",.,',.,"""',.,"',.,""""',.,..,.,.,..".""".,."",."""."",.,.",.,."""""""""",..
In addition to himself, owner designates the following person to receive a copy of the lienor's Notice as provided in Section
713,13 (1) (h). Florida Statutes, (Fill In at Owner's optionl,
NOlne """"",.... u,' . . , , , , . . , , , , , . . , ,_,..,.., . , . , , , , . , , , , , , , , , , , , , . . , . , , , , , , . , , , , , . , . , . ' . , , , , , , , , . , , . , . , , , , , . . , ,., , . . . . , . . . . ',"
Address "",.""""."". ',' , . , , . , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , . , , . , , , , , , , , , , , , , . , , , , , , , , , . , , , , , , , , , , , . " , , . , , , . . , , , " . . , . .
THIS SPACE FOR RECORDER'S USE ONLY , "J~, {h,c.... }-:I:'7.~..."""",."""..
)1/ /1,2 j ~, "l 7 J' ..J .JY.J' J7 A>~ner
Sworn to and subscribed before me this, , . , , , 5/.?f.t. I., , , , , , . , . , , , .
......d.y of r:~.'.'.. ...t?~,r."" '.' .,9i.r
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''''''ll, DO
..'$"'to'.rWtr,, AlS K. PUlTZ
. "'";&"'-'
t*: :*~ MY COMMISSION' CC 642416
~~ :.~{ EXPIRES: AugIl8t 16 2001
,,'if ., 0.... D........~ .
'-" ',er..~.., ""'1UlIlO Thru HoIary PublIc UndelWl!l8rs
HOST STRUCTURE
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SOLID ROOF PANEL PRODUCTS SECTION 7
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1
FOAM - 1.0# DENSITY E.P.S,
ALUMINUM 3105 H-14 OR H-25 ALLOY
PATENT # 4,769,963 AND 5,086,599
SNAP - N - LOCK PANEL @
Table 7.6.1: Allowable Spans for Composite Roof Panels for Various Loads
Structall Building Systems Inc, Snap & Lock @ Composite Roof Panels
Manufacturers Proprietary Products:
3" x 48" x 0,019" Panels
O~en BUildings Enclosed Buildings
Wind Applied Overhang Condition Wind Applied Overhang Condition
Region Load NONE 1'-0" 2'-0" 3'-0" Region Load NONE 1'-0" 2'-0" 3'-0"
102 M,P,H. 17 14'-7" 14'-8" 15'-1 " 15'-9" 102 M,P.H, 29 11 '-2" 11 '-4" 11 '-1 0" 12'-8"
110 M,P.H, 20 13'-5" 13'-7" 14'-0" 14'-8" 110 M,P,H. 35 10'-2" 10'-4" 10'-11 " 11 '-9"
120 M.P.H, 23 12'-6" 12'-8" 13'-2" 13'-11" 120 M,P,H, 41 9'-4" 9'-7" 10'-2" 11 '-2"
125 M,P,H. 26 11'-9" 11'-11" 12'-5" 13'-3" 125 M,P,H, 45 8'-11 " 9'-2" 9'-10" 10'-9"
140 M,P.H, 32 10'-7" 10'-10" 11'-4" 12'-2" 140 M,P,H. 56 8'-0" 8'-3" 8'-11 " 10'-0"
3" x 48" x 0.024" Panels
Ollen Buildings Enclosed BUildings
Wind Applied Overhang Condition Wind Applied Overhang Condition
Region Load NONE 1'-0" 2'-0" 3'-0" Region Load NONE 1'-0" 2'-0" 3'-0"
102 M,P,H. 17 16'-4" 16'-6" 16'-10" 17'-5" 102 M.P,H. 29 12'-6" 12'-8" 13'-2" 13'-10"
110M,P.H. 20 15'-1 " 15'-2" 15'-7" 16'-3" 110 M,P,H, 35 11 '-5" 11 '-7" 12'-1 " 12'-10"
120 M.P.H, 23 14'-1 " 14'-2" 14'-7" 15'-3" 120 M,P,H, 41 10'-6" 10'-9" 11 '-3" 12'-1 "
125 M,P.H, 26 13'-3" 13'-4" 13'-10" 14'-6" 125 M,P,H, 45 10'-1 " 10'-3" 10'-10" 11 '-8"
140 M,P,H, 32 11'-11" 12'-1 " 12'-7" 13'-4" 140 M,P,H, 56 9'-0" 9'-3" 9'-10" 10'-10"
3" x 48" x 0,030" Panels
Open Buildings Enclosed Buildings
Wind Applied Overhang Condition Wind Applied ' Overhang Condition
Region Load NONE 1'-0" 2'-0" 3'-0" Region Load NONE 1'-0" 2'-0" 3'-0"
102 M,P.H, 17 18'-10" 18'-11" 19'-3" 19'-9" 102 M,P.H, 29 14'-5" 14'-7" 14'-11" 15'-7"
110 M.P.H. 20 17'-4" 17'-6" 17'-10" 18'-4" 110 M,P,H, 35 13'-1 " 13'-3" 13'-9" 14'-5"
120 M,P,H. 23 16'-2" 16'-4" 16'-8" 17'-3" 120 M,P,H, 41 12'-1 " 12'-3" 12'-9" 13'-6"
125 M,P.H, 26 15'-3" 15'-4" 15'-9" 16'-4" 125 M,P,H, 45 11 '-7" 11 '-9" 12'-3" 13'-0"
140 M,P.H, 32 13'-9" 13'-10" 14'-3" 14'-11" 140 M,P,H. 56 10'-4" 10'-7" 11 '-1" 11'-11"
Note: Total roof panel width = room width plus wall width plus overhang, -
~ Lawrence E. Bennett, P.E.
STRUCTALI: ctVl. ENGH%R - DEVELOPMENT' CONSU.TANT
I .UILDINO BVBT.MB I P,O, BOX 4368, SOUTH DAYTONA, FL 32121
350 BURBANK, OLDSMAR, FL 34677-4906 TEl.EPHofE (904) 767-4774
LOCAL (613) 655-2627 FAX (904) 767-6556
NA TIONWDE 1- 800- 989- 3708
FAX (813) 854-2802 SEAL
@ COPYRIGHT 1998 PAGE
NOT TO BE REPRODUCED H WHOlE OR H PART WfTHOUT Tl-E WRrTlEN f'ERYSSION OF LAWRENCE E. BENETr, P.E. 133
.
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;----......
IF p\. '\"WOOD IS USED FOR CORNER BR.'oCING
WITH FOil aACXED FOAM aEING USED FOR THe
VAPOR BARRIER. VlSQ.;ENE, TAR PAPER OR
SOME OTHER SUITN'llE PRODUCT MUST BE
USED OV:OR ThE WOOD
11'2" x ('<j x !l'oO.
pR.Es.saOARD OR COX PI.. '\"WOOD
(OPTIONAL.) 0,006 MIL vl$OUENe
OR'~ FEI.T VAPOR BARRIER
(OPTlONAl) FOil aACKED 314'
OR 112" FOAM INSULATION
VAPOR BARRIER
FOIl. TAPE,tJ,1. JOINTS
VlNY\. SIDING TY?1C,l~
SIDING IS TO aE NAJlEO!ill 16" OC.
TO \o\ANUFACruRERS SPECIFICATIONS
AND ,NSTRUCTIONS AS SUPP1.IED BY
ThE VI,'IY1. SIDING CCMPA.'IY
NAJ\.ING: NOTE:
SIOING OV:OR FURRING STRIPS:
,. Sf'A."1< ,tJ,UMINUM NAJlS OR EQUAl
SIDING OV:OR FOA.I,l:
1-:l14' Sf'A."K AlUMINUM NAJlS OR EQI.;Al
SIDING PROPSRI. \" A?P1.IED OV:O,R PROPERL Y
FRAMED STRVCruP..: COMPLIES WITh 100 M.P,H,
1,0 M,F-H_ A.ND 120 M,;>,H, WiNO ZONES
S?:CIFIED IN SOCCl A....O BOCA CODES
/
DOUBLE 2 x4 TOP P1..ATE
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WOOD OR AL.UMINUM FRAME
IF A FOURTH FRAME WALL IS REQUIRED. ALl.
FRAMING A.NO BRACiNG SHALl. BE ThE SAME
AS FOR OThER WAllS OR PROVIDE ALUMINUM
BEAMS OR WOOD HEADER AS REQ\.JIRED FOR
SpA....
HEADER size
SEE TABLe 3EI.OW
BRACING FOR CORNE,RS SI-'.AU Be 112" 4 PI. Y
COX PI.. '\"W000 FOR WOOD Sl1JOS @ 24' O,C.
NAJLED \'11m .;8<j COM,IJON 5' O,C. EDGES A.ND
, 2" 0 C, FiE\.D
FOR ST~UCl1JRAl. GRADE ThERMAl. PLY SruDS
SHALl. 9E 15' O,C, AND NAIUNG OR SCREW
PATTERN SAME AS COX \'11TH NAlLS OR SCREWS
PER MANUFACi1.JR.ERS SPEC.FICA TIONS
Al.TE':l,NATE BRACiNG SHAl.l. 3E 1.'14'x14 GA.
GALVANIZED COIL STRA? X,3RACED TO sruos
WI (1) ~ COMMON PER sruo OR 1.li4' x o,~.
Al.UMINUM STRA? X,BRACED A....O NAlI.EO TO
sruos 1'1/ (2) 1.1/4' AlUMINUM MILS EACH Sl1JO
TYPICAL WOOD FRAME
ATTACHED TO STA."IDARD CONSTRUCTED HOME
OR MOBilE HOME MANUFACTURED AFTER 1984
2" x4. TOP PLATE NON-smucruRAl. L 2" x5"
ATTACH TO Al.UMI,NUM SEAM \'I1rrl ;10 x
2. S,M,$. OR USE TO FASTEN PA....S TO
:, :i~iPI
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POSITION STUO
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HOST ST~UCTURe
BRIDGiNG 48. ON CE~TER
5/8' PL mooo DECKiNG
FACE GRAiN PERPENDICUlAR
TO JOIST
FRA\o\E A.'<O AlUMINUM SCREE,...,
VlNY1. OR GV'SS WAl.l.
S'OR I.UM3,-R COLVMNS; 'NCHOR
1\111.., GALVANIZED POST
CENTER LEDGER PfER
KNEE BRACE ~EOUJRED FOR
HeiGHT Ov:oR 4'.<).
2' x 5' JOIST f'.ANGER EACH E,NO
~-112' COt.CRETE SL'-S
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TYPICAL WOOD DECK
1)AL.1. WAll FRAMING 15. ON CE.NTER
(EXCEPTION: 24' ON CE,NTER FOR
WOOD S70AAGE ~OCM)
2}PiER POST CA.'/ 3E 30L rED TO
SlAS Oi'l. CONTINUOUS FOOTER
OR HAv:o ISOLATED CONCRE7E
FooTEi'l. EACH PfER
(SE E DEi All)
3)CENTEi'l. STRINGER REQUIRED IF
DEPTH OF DECl< EXCEEDS 10',<).
4)HURRIC.,',NE ANCHOR EACH JOIST
TO CENTER STRiNGeR
l~o~
L,
V-
LEDGER SUPPORT DETAIL
4' X 4' PRESSURE TREATED PiNE
OR )' x )' x 0090' AlUMINUM
3<'3' X 5' BOLT
I.EDGER SUPPORT
TOP P1..ATE MUST 3E PREs.sURe TREATED
PINE OR KAV:O VAPOR 6AR.RIER 9E1WEEN
Al.UMiNUM ,0..,'<0 '.'1000
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A SEE SCHEDULE 3EI.CW '
/ VARIES, --,'
DECKiNG MAY 3E 5;8' OR 3.'4' PI.. '\"WOOO OR Sil. xS. OR 2 x 6 P'.A."KlNG
NOTE; SEe SECTIONS (PAGE 66)
TYPICAL WOOD DECK FRA.'v\ING PLAN
Girder Support Spacing
r~ Giro~r
2 ,T x 6"
2,. I r
Girder Splice
Poincs.
S"on Be""..n Support S"O"'"g
Two Spans TIvet Sp..('\s
5','0" 5',;--
Fwt ~ Mor,
5'~~
S'"g'e Spon
5',10"
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NOles: 1 Assuir,~ !~C>e< 10 te '2 s.''''': =~s. P T?
2 Maxlr."l<J'1" ~0Cf ~ ~s~ ~
3 S~, asSJ1'~ to te ~
4 9as"" on ma""rn<n~" 'MOl" Of 1;.Q"
ThE DESIGNS .......0 S?....NS SHOWN ON THESE DRA'MNG$ ARE
BASED ON me I.OAD REOUIREME,'iTS FOR mE FOUCW',NG
OODES:
'l STA.~OARD BUilDiNG COOE 1997, CKAPT""e,R 16
INCI. UOiNG SS ro I O-~
2) BOCA NATiONAl. BUILDING CODE 1996
3) r-cXAS DEPARTh1E!{T OF INSURA~CE WlNOSTORM
RESIST ....NT CONS TRUCTION 19$8
WINO LOAD TO SNOW LOAD CONVERSION T A.aLE:
50 'rl\ S,~OW L~ D€Sl(iN s.'<CW L~""NO L~ I !lU<\..O<.... T'r'?'<
S-2S#lSQ,FT,
26-30 . / So, FT,
3'-~'ISQ,FT,
3Q..{;O . I SO, FT,
6\-70' , SQ, FT.
3.1S#lSQ,FT,
61-70 # I SQ, FT.
61,70 # / SO, FT,
61,70" SQ, FT,
61-70 ., SQ, FT,
9S MPH lOPE...
100 MPH / OPE,'/
120 MPH' OPEN
"0 MPH / ENo..OSED
120 MPH / ENo..OSE 0
seliCT "OOf ~ w>u "E"S€RS f1'<O<,/~.. "'"'0 ,CoO f"-OCLS.
TEXAS CONYt.RSION TABLE:
W1ND ZONE
SEAWARD OF IC.w, .
INtA...O OF IC.w, .
. INTERCOASTAl WATERWAY
JOB NAMI:;
ADDRESS:
DRAWiNG FOR ONE PERMIT ONLY
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BOTH SIDES
#S I" WOOO SCREWS W1TH
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2' I.' TOP?V.TE
PRESSURE TREATED PINE
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Sia' WASHER AT 2.' O,C,
At TERNA TE Doua~E STRINGER
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FROM MAIN STRINGER
SHEAn-liNG:
112" Pl '!'WOOO OR STRUCnJRAL
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PER SCHEDULE
U-ctIP
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ALUMINUM POST SEE TABLE ~
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2"1.' STUDS
PRESSURE TREATED 214 PLATE
5' ,5' . '0110 WELDED WIRE MESH
:---.- _ .50 ilAR CC'iT!NUQUS
AI. TERN.UE Doua~E ST;'~ING<:.::!
FOR CA.Nlll~R O\lE"'( 3'
FROM MAlN STRINGER
FOOTING OPTIOMJ.. ,l.S ;;EOUIRED
UTILITY SHED rfPICAL WALL SECTION
TUBE COLUMN BASE SCHEMATIC (INTERNAL BASE)
~rT
y-
Al TER.'OA TE DOUBlE STRINGER
FOR CA.'1nL~R OVER 3'
FROM MAlN STRINGER
(2) INTER.'<Al. L's OR RECEIVING CHANNEL
(2) 11.' O\A.~ETER 30L TS EACH A.NGLE
(4) "0 I '.'r~' SHEET METAl SCR...~S
EACH A.NGLE
1.'12" ,l-'I2' SPACER BLOCKS
ALUMINUM BEAM FRAMING INTO CORNER
OF WOOD FRAMED UTILITY SHED PlAN VIEW DETAIL
SCREEN ROOM WALL TO WOOD DECK
2
6
'0
14
18
22
26
30
32
Notes:
Allowable Header Spans for Exterior Bearing Walls
Headers Co Headers Constructed of #2 Grade Spruce, Pine or Fir with 1/2" Plywood Spacer
Supporting Supporting Roof and Ceiling Loads Only
I Wind Load I Applied Load
110 M,P ,H. I 25 ItISq, Ft. I 120 M,P ,H. I 29 #lSq, Ft. I 140 M.P ,H, I 40 #lSq. Ft.
Header Size I ~ader Size I Header Size
2(:)' INJI21:'a 'NJI2~2l'0 rNJI2~2::INJI:(:'5INJI2(:'a NJI2~2:0 NJ 2~:2INJI2(:I, INJ121:la INJI2~2:0 INJI:~2)12INJ
Lumber Grade I I Lumber Grade I Lumber Grade
S.P,F, I _2 Plr-.E.I -: Plr-.E 1 -: PI,~ I S,P,F, I -: PINE '2 PINe '2 PINE I S,P,F, I -: PINe I _2 PINe '2 PINE
Building Width I Building Width I Building Width
I '9',9" l' 128',"'1 11 ~",. I' I 43'.," I' 1'8"""1' 134"\0" 1 34'.'0"11 41'-7" I' I '7'-4' , I 32'." I' I 32',,' I' I 38'S I'
I 13'.s" I' , 20'.0" l' I 25'." , ' 129'.'0"' ' , '3'.2" I' I 24'02" I' , 24'.2" l' 128"'0"1' I ' 1',' ,", ' I 22',3" I' I 22'-3' I' I 25',8" l'
I "'.s- l' 1'5"""1' I 21'," I' I 25',2" I' I ,,',,' I' I '5',3" I' I 20'-4' I' 24'-4' , I '0'"" I' 1'4',"'1' I 18',9" I' I 22'.s" I'
I '0'-4" I' I '5'", I' 1'8'.' "1' I 22'.s" I' I 9'",' I' I '4'.s" , I '8'-3" , 21'.9" 1 I 9'.0" l' 1 13'-4" I' I '5',9" I' 20',,' 12
I 9'.s" l' 113"""1' 117'-4" l' I 20'-8" l' I 9',,' l' I '3'-4" 1 I '5'.9" 1 20'-0" 2 I 8'-4" 1 I 12"3"1' I 15'-5" 12 I lB'.s" 12
18','0"1' 1'2""-1' 1'5'-3"1'1 '9'-4"12\ 8',5" 1'1 '2'.s" , '5'.s" 11 ,8',8'1217',9" , 1'1'-5" 1'1 '4'S 121 '7'-3'12
I 8'-5- l' , '2'-3' I' , '5'-4" I' 1 'B'-4' 12 I 8',," I' 1'1'.10" 1 14','0"\2' 17'.s" 12 I 7'-4' , 1'0"'0"'2 I '3'-8" \2 '5'-4' 12
\ 8'.0" 1'1,,.'9"1' I 14'.S" 12T'7',S" 12\ 7'-B" 1'1,,.,3" , 14',," 21'6"'0"1217'-0" 1'1'0'-4"\21 '2""-12 1ST 12
I r,'0"\111"~"I' 1'4'-4" 12T17""'21 7'~' 1'1 ,,..0" , 13',10" 2 16'~'1216'.'0"1' 1'0"'"121 '2',9"12 15,3'12
') N J, IS :ne req'Ulre<i num~r 01 Ja<;k sluds II tJ1e number of ja<;k studs is (') then the header may ~ suppor.e<i by a Semto or eq'.ial lOlst
~n '
Ja<;k studs are assume<i to ~ '2 spruce, p,(\e, or fir,
2) Use 110 M PHI 25 Sq Ft, for W\(\Q deSign spee<is less than "0 MPH,
3) Building WIdth IS measure<i pe<?en(j'tu!ar to 1M ndge For Widths between lnose Shown, spans may be inter;lOlated
"
OET AIL .1
LJ,O SCPEWS SEE TABLE
1l-\RU aOLT SEa TABLE
AlI.;~INUM U-ClIP OR ANGLE
THICK....ESS EOUAL TO OR
GREATER THAN POST
AlI,;MiNUM POST
SEE TABLE
1l-\RU BOLT SEE TABLE
MASONRY ANCHOR
SEE TABLE
~M-
z
i I \
:,.,
,--
Z I
i
:,.,
g ~ -",;-
~ ~ ~
~ ~
~101
WOOO BEAM
LAG SCRE'WS SEE TABLE
3""2" I 1,~'
AlUMINUM STRAP
3' I )' Ilia'
ALI.;MIN\JM ?V.TE
AlUMiN\JM POST
SEE TABLE
2" , 2" I ,,~. AlUMINUM
....NGLES ''''1TH (2)'W I
THRU-aOl TS SEE TABLE
DET AIL #'2
CONVENTIONAL ,ALlJMINUM CONSTRUCTl0~!
FORCH POS r CONNECTION
ir:=
I~
)~
I~
1/4' , 2" l.A.O 80L T (2) PER POST
"12" TOP A."O 9OTTOM PLATE
SCREW 7:.(J" O,C,
TY?ICAl POST
.'0 I 1,'12" SCREWS [J) 10.41.'1,
PE,~ POST TOP A.'10 80T,
'WVASONRY ....NCHOR (2) PER
INTO CONCRETE SCREEN ROOM
(2)....T POST A."O 7:-0' O,C.
ALUMINUM SCREEN ROOM WALL
UNDER WOOD FRAME PORCH
...J
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Roof Span
t;r - SCREWS SEE TABLE
31.' PLYWOOD DECK ~ /
\ I-
i ,',2" CHANNEL \ t- U l.A.G SCRE'....S SEE TABLE
I MINIM\JM 1.'12" ~' ~ k H~ '12" LA='
~ 'IX' /1
I 2" , 6" OR 2" I a" II \
I @15"O,C, .
,~~::..
. ~ ~ ';;'~.".,
(2) SiMPSON H-5 CLIPS OR EQUAl
OPTIONAl CONCRETE CAP BLOCK
OR BRlCK
(I) 114 BAR AT CORNERS AND ,O'~"
ON CENTER FILL CELLS AND KNOCK OUT
BLOCK TOP COURSE W1TH 3000 PSI
PEA ROCK CONCRETE
~
~
~
ANCHOR AlUMINUM FRAME TO WAlL
OR StAS W1TH H4", 2.112" MASONRY
ANCHOR W1THIN 6' OF POST AND 24'
ON CENTER MAXIMUM
(1) 114 BAR CONTINUOUS
8",8'"S' BLOCK WALL (MAX. 32')
"","" 2,8
~
DOUBLE 2" , a' P,T,P, W1TH 314'
P\. YWOOO (?T) SPACER NAILED W1TH
.,6d COMMON GALV, (2) EACH 1a' Q,C,
RIBBON FOOTING OR MONOLITHIC
IF MONOLITHIC StAS IS USED SEE NOTES
OF DETAILS BelOW
~
N
....
(' ) #00 BAR OR (2) #40 BARS
MIN, 2-'12" COVER
CENTER OF GIRDER B-B
'" , 2" ;.
2 x 8 FLOOR JOiSTS FASTENED TO
DOUBLE 2 . a GIRDER WITH SiMPSON "
H,2,5 HURRlCANE ANCHORS AT 16' O,C. ~I," ~
CONCRETE SLOCK PIERS AT 3'-<)" D,C, T
CONSTRUCTED ON 4.18 x 16 CONCRETE : : "
FOOTING PAD CELLS POURED SooD WITH "- 314' PRESSURE TREATED P\. mooQ
(2)~" BARS MO (') SIMPSON H-6 ' , OR 2 x 6 PRESSURE TREATED DECKlNG
ANCl10R IN EACH CELL FASTENED TO , I
DOUBLE 2.6 GIRDER !;:.'..,
' CONCRETE SLOCK OR TREATED WOOD
P'ERS ;.... a'~' 0 c,
n
.-. "
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
n '
6fIS
~I':r 3
lliLf
~lf111 /
lliJi.....]
~'" 'ilL :~"V
',. , .tJ~ ~./
._-~. --
. -
GALV, METAL STRAP (\4 GA. x")
a' . a' x , 6* CONCRETE BLOCK
a" x 24'.24' POURED CONCRETE "AD
~
....
CONCRETE FillED SlOCK STEM WALL
a'. a' x 16' C,M,U,
A TO WOOD DECK OR BEAM
AlTER.'lATE POST: 4' x 4' p,T, , r' FOR ALL.MiNUM ROOF
~ /,tiil
r''0-:'<<'<<'') 0 0"'0-:' ';.-;'Y,.
~'><~~ ~ ~~'Z~~
~~/,~//, < K//,~^'-~
A ~. D /.>( Sd ~~~~/,%
W~~~~, ~ r~%:~'l/
:: ~~~I~:~~ONC.p~., "'I'~ i~ I'~W
~: ~~c~:::co'" ~ / />' / / // ;){
E- 114'x2-'/4'EX?ANSIONBOLT / /./ / / / I SEE PORCH POST CONNECTION
(2) EACH PER BASE DETAilS
....J
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Z
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(2) lIS BARS (la' LONG) EACH WAY
CONCRETE POURED CELLS WITH lIS BAR
i,SAl<R'=TE READv MIX wi CRAVEL)
PAD FOOTING
FOOTING TO DECK CONNECTION SECTION A-A
,
0---
1.,- ;-'-, - - -'- - 'r"+
LU
U[J
U[J~
~~I]
, 0"= ' '
'<-- ' , ,
'.
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ALUMINU~ ATTAChMENT
CONCRETE BLOCK PIERS AT 8'~" O,C,
CONSTRUCTED ON 4 . ~ 6 x ~ 8 CONCRETE
FOOTING "AD
AUGER AT EACH PIER FASTENED TO 2 x 6
GIRDER WITH FLAT STRAP
2.8 FLOOR JOISTS FASTENED TO DOU8lE
2.8 GIRDER W1TH SIMPSON H-2,5
HUAAJCANE ANCHORS AT 16" O,C.
OR 2" x 6" JOiST BUCKET
314' PRESSURE TREATED PLYWOOD
~ OR 2 x 6 PRESSURE TREATED DECKING
~
3-112" CONCRETE StA3 6 16 -'0 x'O WELDED
WIRE MESH OR FIBE,~ MESH CONCRETE
VIsaUENE VAPOR BARRIER UNDER StA3S
HAVING STRUCTURES ABOVE
~
WE! l. COMPACTED CLEAN FilL OVER SACRIFICED
NAT1.JR.A.L SOIL 90% RELATIVE DENSI1'l'
i
I
", "
'\
8' x , 2' CONCRETE FOOTiNG W1TH (1) lIS CONTINUOUS
LOCATE ON UNDIST1.JRSED NATURAL SOIL
(1) I/.S VERTlOL BAR AT CORNERS AND 10'~'O,C.
=
ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A
RAISED PATIO FOOTING
ISOLATED FOOTER
,..
W ~_
. .. N
0... ::l -
Vl~
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co!:",w
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3-112"
(2) 1/.5 BARS EACH WAY
3" II 3" ALUMINUM POST OR
~ 4'X4,p,T,P,POSTINGALV.~
POST ANCHOR AND 4-1/4' x
2.1/4' MASONRY SCREYV
-',;
. I. ~ 3-112' StAS
--...
~ 16* MIN, .-.J,
2'~' MIN.
BEFORE SLOPE
=;:-,=;;,~~s:;:=;;,,r;.~~~:.....~.;=.= '::::U:_
__ .:=. ~ =,. =l'~'==',== ='':1'~;.
.~'-~'
; ~i=:=l'-
ii;~
~
MAXIMUM UP\.IFT II
16' x 1S" S4e#
24' X 24' 978#
30' x 30' 1,388#
NOTES:
1. NO FOOTING REQUIRED EXCEPT WEN ADDRESSING EROSION EXCEPT FOR EXISTING
SI.AS WITHOUT REINfORCEMENT, THEN TRiBUTARY ROOF AREA WAITED BY TABLE 2,4
2. MONOUTHIC SlABS OR FOOTiNGS SHALL BE MIN. 2,500 PSI CONCRETE WITH 6>.6-10><10
WELDED W1RE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH,
3. IF LOCAL BUilDING CODES REOUIRES A MINIMUM FOOTING USE 1'l'PE II FOOTING OR
FOOTING SECTION REQUIRED BY LOCAL CODE, LOCAL COOE GOVERNS.
ibIT -,
~.' ..... :0
;' "".~.. ~
~12"-'"
AlUMINUM STRUCTURE FOOTING
2500 PSI CONCRETE WITH (2) I/.S OR (3) #3 BAR CONT,
MINiMUM 2.'12" OfF GROUNO
(J ,
~-"<
L::J ~
-7-
..", S" ;.....
ALUMINUM STRUCTURE FOOTING
2500 PSI CONCRETE Wffii (1) 1/.5 BAR CONT,
MINIMUM 2,112' OFF GROUND
3
TYPE I
FLAT SLOPE I NO FOOTING
0.2' 112"
TYPE II
MODERATE SlOPE fOOTING
2"112".1'.10"
TYPE I II
STEE? SLOPE FOOTING
> 1'.10.
POST TO SLAB DETAIL
SLAB DETAILS ADDRESSING EROSION
RIBBON FOOTING lYPE II
RIBBON FOOTING lYPE I
OF
6
"-:+,:'i'c~-
~?"~~~~~"':..~~~~").~~"l:~~~"::-1.~:':"~';':.'- :-:;,'::-.~:.. )~;-:':'~~~~"':'~;"';"':~~~::'~~_V:'';_h.",,~)o...:..~.:..._....';..~~:,:.~~..:)..:-..:a.:w~~",'~''''", .......'.........." ""....;v.._'~--..:"'.h.._~"". ....-...,......~....'......~'..J.--'.:......,._.'^"'..h..""'";",......,,_ oJ '.
.~. ',..
SEE: TABLE 5 FOR lOAD AND
FASTENING SCHEDULE
I
I I i
I I I
~
HEADER STRAP CONNECTION DETAIL
~,
I !
,I
I I:
it)
I iJ
llJ
SEe TABLE 5 FOR LOAD AND
FASTE.'<ING SCHEDULE
TOP PLATE STRAP CONNECTION DETAIL
SEE TABLE 5 FOR LOAD AND
FASTENING SCHEDULE
SILL PLATE STRAP CONNECTION DETAIL
ATiACH SHINGLES TO COMPOSITE ROOF PANEL
WITH INOUSTRW, ADHESIVE .
(2) CONTINUOUS "4' LINES PER SHINGLE 4' TO 6' 0 C,
. CHEM REX.f'\. ?REMII"iM :>4a URETHANE ADHESIVE
. OSI, RFl4<?
~UMIN(;M FACi.NG
EXPANDED POL YSTYRE.NE OR POL YISOCYANURATE
NOTE: MINIMUM SLOPE "4' PER FOOT I'f"rlE,N INOUSTRW,
ADHESIVE IS USED FOR A TT AChME.NT
,....-,
i,,\
"
I I
(I H
i I i:,:11
I ' I
'~
1-3/8. x 0,040' METAL U-STRAP
11
i"l
1"1
":\
I
/,
I"
I"
(J
1-3/8. x 0,040' FLAT METAL STRAP
Metal Strap Load and Fastening Schedule
1-3IS.l 0,040" Flat Stra p
Fa ste ner Allowable Loads
Size Product I Dimensions Schedule Wind I E.lrthQuake
W 1 L Nails Uplift Uplift
8 A8108 1,3.8" 1 8' 5 540 I 649
10 A8100 1,3.8" x 10- 5 648 I 779
1, A8',0 '-318- x 1,' 7 746 i 897
14 A8140 1-318- x 14" a 864 I 1039
16 A8',60 1,318- 1 16- 9 972 I 1 169
1,318"10,040" U. StTap
I Dimensions Fa ste ne r Allowable Loads
Size Product W = 1-~18" SChedule Wind \ E.lrthQuake
S 1 H Nails Uplift Uplift
A8Ul00 3-5.'8- x 6" 2 432 I 518
A8U1C8 3-518- 1 8- 4 564 I 1,037
AaU1 ,0 3-5i8- 1 10- 5 1,296 I 1,555
Numbet 01 r.alls refers to number eac."I slcie cl COnne-:liI1g rr.embers or eac."I
Note: Side of U,strap
Nalls to t< hot d;ppee ;alvanll~ smooth sMr.k (1 Cd) S ga, x ',112" M,n
Mallimum Uplift Load For Stud To Top Plate For Determination Of Hurricane Anchor
For Various Pan Or Composite Panel Spans And Ovemangs
Srud Sp.c,ng I 4 5 I 6 S I 9 '0 I " I 12
1,33 '6- OIC I 154 , 92 23 ~ 259 ;JC8 I 347 :;as I 424 I "€2
2.00 24- OIC I 232 290 ~ .0; ~ I 522 5aO I 538 I 5;';
2.6. 32" OlC I ;JC8 :;eS "'52 539 5i; I 69-1 iit I 8-'6 I 925
4,00 .... ole I -'64 5aO ;;.s a ~ 2 923 I lCoU ".s.:J I '276 I '392
Room Projection (P) Sum Of 112 (P) + Overhang
Overhang 8' 10' 12' 14' 20'
0' 4 5 6 7 10
l' 5 6 7 8 11
2' 6 7 8 9 12
3' 7 8 9 10 13
Wind Load Conv.~ion Table For Muimum Uplifl Loa
Co"~f'1f~
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peau 0.SZZ 0 wnWlU!W
svoddns ~le!paWJaIU' pue ~ueus 0.,60 0 wnwlUIW 6ulult~uS JO^O
m Ie ~ 0 .<1 puesaopa Ie '~ 0 .9 ~l!M lUelSjSCtJ uo~soJJO:> P9
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EXISTING TRUSS OR RAFTER
SEALANT
HEADER (SEE NOTE BELOW)
118 x 9110' S,MS, (3) PER P....'/
MO (1) AT RISER
.10 X 1.112" $,M.$, (1) PER RAFTER
OR TRUSS TAlL
ROOF PMEL
.10 X 3/4' 5,.0.4,$, AT 12' ON CENTER
118 x 9I1!)' $,.'.1,$, (3) PER PM
AND (1) AT RISER
ALTERNATE CONNECTION:
118 . 1.1'4' SCREWS (3) PER PA.'/ INTO
FASCIA T1-1ROUGH PM BOXED END
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
HEADER (SEE NOTE BELOW)
118 X 9110' S,M,$, (0) PER PA.'/
MO (1) PER RISER
FOR IMSOfoORY USE 1/4' X 1,1/4' TAP-CON
MCHOR OR EQUAL. AT 24' ON CENTER
FOf "'000 use "0 x 1-1/2' S,M S,
OR.'VOOO SCREWS AT 12' ON CENTER
ROOF PMEL
118 x 9110" $,M,$, (0) PER PM
MO (1) PER RISER
EXISTING HOST STRUCTURE:
WOOD FRAME, MASONRY OR OTHER
CONSTRUCTION
ROOF PANEL TO WALL DETAIL
ROOF P.......EL$ Sl-'AlL BE ATTACHED TO T1-1E HEADER Wl111 (0) EACH 118 x 1/2"
LONG CORROSION RESIST......,. SHEET METAL SCREWS WITH 1/2' WASHERS.
ALL SCREW HEADS SHALL BE CAUU<ED OR SHALL HAVE NEOPRENE GASKET
BEnvEE,'/ T1-1E WASHE.q A....O T1-1E PM,
PAN RIBS SHAlL RECEIVE (1) EACH 118 x 112" SCR..~ EACH, T1-1E PMS MAY BE
.......CHORED THROUGH BOXED PAN WITH (3) EACH 118 Xl' OF THE ABOVE SCREW
TYPES AND THE ABOVE SPECiFIED RIB SCREW
NOTES:
I' FASCIA (MINIMUM)
BREAl< FORMED METAL
SAME T1-1ICKNESS AS P""'/
(MINIMUM) MCHOR TO
FASCIA AND RIB OF P.......
AS SHOWN
#8 x 3/4' SCREWS @ 6' O,C,
118 . 112" SCREWS @ 6' O,C.
I~ !
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PA....ri - - - - - - - - - _
/0>
1---
~
HEADER (SEE NOTE BELOW)
#8 x 9110" S,M,S, @ 8' O,C.
ROOF PMEL
FOR MASONRY USE 1/4' .1.1/4' TAPCON
MCHOR OR EQUAL @ 24' O,C,
FOR 1'1000 USE '10.1.1/2. S,M.S, OR
1'1000 SCREWS@ 12: O,C,
EXiSTING HOST STRUCTURE:
1'1000 FRAME, MASONRY OR OTHER
CONSTRUCTlON
NOTE$:
ALTERNATE ROOF PANEL TO WALL DETAIL
ROOF PANEL$ SHAlL BE ATTACHED TO THE HEADER 1'11111 (3) EACH #8.112"
LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112" WASHERS,
ALL SCREW HEADS SHAlL BE CAUU<ED OR SHALl. HAVE NEOPRENE GASKET
BETWEEN THE WASHER ""'-10 111E PM.
PAN RIBS SHAlL RECENE (1) EACH #8.112" SCREW EACH, T1-1E PMS MAY BE
.......CHORED THROI.JGH BOXED PAN WITH (3) EACH 118 X l' OF THE ABOVE SCREW
TYPES MD THE ABOVE SPECIFIED RIB SCREW,
COMPOSITE ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
#8. !lI16' SMS SP,A,CED AT
6' OC, BOTH SIDES
ROOF PMEL
"0 x 1.1/2' $,M,S, OR WOOD
WOOD SCREW (1) PER RAFTER
OR TRUSS TAIL
'10 X 314' S,M,S, OR 1'1000
SCREW SPACED AT 12' OC,
#8 x !lI16' SMS SPACED AT
a' O,C, BOTH SIDES
EXISTiNG FASC:A
ROOF PANEL TO FASCIA DETAIL
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EXiSTING HOST STRUCTURE
WOOD FRAME, MASONRY OR Oll-iER
CONSTRUCTION
1;'8 x !lI16' S,M,S, SPACED AT a'
ON CENTER Bon, SIDES
FOR MASO~IRY USE 1/4' x . 1/4' T~.PCO~'
A.'-ICdOR OR ::QUAL AT 2" O,~ CENTER
FOR WOOD USE ~10. 1-1/2' S,M,S, OR
WOOD SCRE''<'IS AT 12' ON CE....TER
ROOF PANEL
1;'8. !lI16" S,MS, SPACED AT 8'
ON CENTER BOTH SIDES
NOTES:
ROOF PANEL TO WALL DETAIL
WOOD STRUCTURES SHOULD CONNECT TO TRUSS SUTTS OR THE SUB-FASC:A
FRAMING WHERE POSSIBLE ONL Y 15% OF SCREWS CAN BE OUTSIDE ll-iE TRUSS
BUTTS, SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ""'<CHORS,
ALL SCREWS INTO ll-iE HOST STRUCT\;RE SHAlL HAVE MINiMUM '-1/4' WASHERS
OR SHAlL BE WASHER HEADED SCRfuS,
HEADER INSIDE DIMENSION SHAll SE EaUAL TO P.......EL OR PA....S y, T1-1E WALL
THICKNESS SHAlL SE THE THICKNESS OF ll-iE ALUMINUM P....... OR COMPC$ITE
PANEL WALL T1-1ICKNESS. HEADERS SHPLL BE A....CHORED TO THE HOST
STRUCTURE 1'11111 ""'<CHORS APPROPRIATE FOR 1l-iE MATERIAL CONNECTED TO,
THE MCHORS DETAlLED ABOVE ARE BASED ON A LOAD FRCM 120 M,P,H, FOR
sac SECTION 1 ~ FOR A MAXiMUM POSSIBLE SP""'/ OF ll-iE ROOF P.......EL FRCM
ll-iE HOST STRUCTURE,
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--
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OF l' BACK FROM T1-1E EDGE OF FlASHING
3' COMPOSITE ROOF P.......EL
SEE SP""~ TABLE
ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
I, FlASHING TO BE INSTALLED A MiN, 6' UNDER ll-iE FIRST ROW OF SHINGLES
2, STMOARD COIL FOR FlASHING IS 16' ,019 MIL COIL
3, FIRST ROW OF NAILS WlLL HAVE TO BE REMOVED TO INSTALL FlASHING PROPERLY
4, FlASHING WILL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE
5, HEADER WILL BE PUTT'( TAPED AND CAULKED EVEN THOUGH FlASHING IS TO BE INSTALLED
6, IF THE DROP FROM THE EDGe OF ll-iE SHINGLE DOWN TO T1-1E TOP OF THE HEADER IS MORE
THAN " THEN THE DRIP EDGe WlLL HAVE TO Be BROKEN TO CONFORM TO THIS DRO?
7, WHEN US,NG FlASHING T1-1E SMALLEST SIZE HEADER AVAllABlE SHOULD Be USED
12' ,03 MIL. ROLLFORM OR 8' BREAXFORM IS BEST SUITED FOR HEADE~ SINCE IT KEEPS
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6, WHEN SEPARATION BET-M::EN DRiP EOGE A....D PA....EL FlASHING IS REQUIRED
112' SEPARATION MINIMUM
9, STRIP SEALANT BETWEEN FASCIA .......0 HEADER PRIOR TO INSTALlATION
PAN ROOF ANCHORING DETAILS
RIDGE CAP SEAlA...T
HEADERS MO~ANEL$ON E PA.~ HEADER
BOTH SlOES OF BEA... ~ (BREAl<,FORMED OR EXT,)
FOR GABLED APPliCATION #8 x ~16' S"...S, (3) PER PA.~
_ - - .,... _ AND (l)AT P.......RISER
f / \ +
" ..w '".'.131 PER '''" /
MO (1) AT P""~ RISER
#8.90'16' S,M,S, (3) PER PM
ALONG PA.~ BOTTOM
~ PM OR COM? ROOF P.......EL
AL TER.~ TE CONNECTION:
1;'8.,,',14" SCREWS (3) PER PA....
INTO SEAM THROUGH BOXED
E,"'O OF P....... MD HEADER.
ROOF PANEL TO BEAM DETAIL
+
SUPPORTING BEAM
(PER TABL::S)
~
I
NOTE:
'M-'EN FASTENING P.......ELS OR PANS TO
WOOD ?tATES SCREWS SHAlL HAVE A
MINIMUM EMBEDMENT OF"
ROOF PANEL (PER TABL::S)
SECTION 7
FOR COMPOSITE ROOFS:
.,0' (1.112") S,M,S, WITH ,.1/4'
OIAMETE,~ FENi..'ER WASHEF,S
@ 12" O,C, (lENG111 = PMEL
IHICKNESS. '")@ ROOF BEARING
ELEMENT (SHOWN) MO 24' OC, @
NON~EARING ELEMENT (SIDE WAllS)
I
/
FOR PA.'1 ROOFS:
(0) EACH ~. 1/2' LONG $,.I.4S,
PER '.I' PNJEL
ROOF PANEL TO BEAM FASTENING DETAIL
(1) #8 . 112" 'M111 HEAD S..M,S,
TOP OF EACH RISER
'10 x 1-112" WASHER HEAD S,M,S,
THROUGH BOX HEADER 12" O,C.
INTO HOST STRUCTURE
NOTES:
I, 'N!-iE,... HOST STRUCTURE IS ,MASONRY
USE 1/4' x '.114' DRIVE PINS OR
1'4' x 2-1/4' lriUNDERBOLTS
2, FASTEN T1-1E EXJST1NG SUB-FASCiA
TO RAFTER TAILS FIRST 'MTH
'10 x 3' S,M,$,
BOX HEADER
BEAD OF CAULKiNG AlONG TOP OF
BOX HEAD€R
ROOF PA.~
(3) PER ROOF P....... #8 x 31a'
wi HEAD S,M,S, O,C, INTO BEAM
(3) PER ROOF PM _10. I' 'M111
S,M,S, THROUGH ROOF P""'1 .......0 BOX
HEADER Q,C, iNTO HOST STRUCTURE
PAN ROOF AND BOX HEADER
FLASHING 0,024 OR 26 GA GAl.V,
r
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2". 2"x 0,06" . BEAI,4 DEPTH
.4' ATTACH MOLE 'A' TO
FASCIA 1'11111 2.318' lAG
SCRE'NS A TEACH .......OlE
MIN, 2'.3' . 0,050' S,M,B,
(4) #10 S,M.S, AT EACH .......Gle
EACH sloe
@
@
@
@
A = 'M0T1-1 REQUIRED FOR GUTTER
B = OVE~G DIMENSION
I i
BEA'" TO WALL CONNECTION: if--- A -,I
(2) 2..2".0,060" EXTERNAl Y MOONTED ANGLES ATTACHED TO WOOD WALL Wl111 MINIMUM
(2) 318' x 2. lAG SCREWS PER SIDE OR (2) 114'.2,114' CONCRETE .......CHORS TO CONCRETE OR
MASONRY WALL ADO (1) MCHOR PER SIDE FOR EACH INCH OF BEAI,4 DEP111l.AAGER THAN 3'
(AL.TERNATE) (1) 1-314' .1-314' X 1-314' x '18' INTERNAl u..cUP ATTACHED TO WOOO WAlL Wl111
MIN. (3) 3/S' x 2" lAG SCREWS PER SIDE OR (3) 1/4'.2.114' CONCRETE ANCHORS TO CONCRETE
OR MASONRY WALL ADO (1) .......CHOR PER SIDE FOR EACH INCH OR CONTILEVERED BEAM
DEP111 LARGER 1l-iAN 3'
o
RECEIVING CHANNEL OVER BEAM
ANGLE PROVIDE 0,000' SPACER
AT RECEIVING CHANNEL MCHOR
POINTS. (2) 110 x 2.112" $,M,S,
AT RAFTER T AlLS OR 2" ON CENTER
MAX. 1'11111 2" . 6' sua FASCIA
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MUST REMAIN FOR ANGLE
STRENGTH
2' . 6" SELF MATING BEAM Wl111
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