HomeMy WebLinkAbout06-6258
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
6258
Permit Number: 6258
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: SINGLE FAMILY RESIDENTIAL
Square Feet:
Est. Value:
Improv. Cost: 13,288.00
Date Issued: 11/22/2006
Total Fees: 256.51
Amount Paid: 256.51
Date Paid: 11/22/2006 Phone:
Work Desc: ADDITION OF CLOSET AND BATHROOM
Address: 4825 17TH ST
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 14-26-21-0010-02100-0060
Name: WEBER, RONALD & ONALEE
Address: 482517TH ST
ZEPHYRHILLS, FL. 33542
POWERHOUSE ELEC.,INC.
BAKER PLUMBING
COSTNER COOLING & HEATING INC
PLUMBING FEE
RADON
35.00
F
35.00 MECHANICAL FEE
1.51
, ~
1
DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB
DUCTS INSULATED LINTEL PRE-METER WATER
SHEATHING FRAME MISC SEWER
MISC INSULATION WALL MISC MISC.
MISC. INSULATION CEILING MISC. MISC.
MISC. DRIVEWAY MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections 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.
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, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"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
fore recording your notice of commencement."
NO OCCUPANCY BEFORE C.O.
~~
CTOR SIGN TURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
i, .1
(' d
---- CO NT
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
6258
Permit Number:
Permit Type:
Class of Work:
Proposed Use:
Square Feet:
Est. Value:
Improv. Cost: 13,288.00
Date Issued: 11/22/2006
Total Fees: 256.51
Amount Paid: 256.51
Date Paid: 11/22/2006 Phone:
Work Desc: ADDITION OF CLOSET AND BATHROOM
6258
ADDITION/ALTERATION
434-ADD/AL T RESIDENTIAL
SINGLE FAMILY RESIDENTIAL
Address: 4825 17TH ST
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 14-26-21-0010-02100-0060
Name: WEBER, RONALD & ONALEE
Address: 4825 17TH ST
ZEPHYRHILLS, FL. 33542
POWERHOUSE ELEC.,INC.
BAKER PLUMBING
COSTNER COOLING & HEATING INC
E
PLUMBING FEE
RADON
35.00 MECHANICAL FEE
1.51
35.00
DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB
DUCTS INSULATED LINTEL PRE-METER WATER
SHEATHING FRAME MISC SEWER
MISC INSULATION WALL MISC MISC.
MISC. INSULATION CEILING MISC. MISC.
MISC. DRIVEWAY MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections 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.
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, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
nWarning 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. n
NO OCCUPANCY BEFORE C.O.
~-~
CONTRACTOR SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
81~1-780-0020
City of Zephyrhills Permit Application
Building Department '7 !:51 -ll1ZiJ
r-ax-cn,j-/ou-UU': I
Date Received
111111111111
~~'VSf>
\I-\L\ O(p
a OrW.-tu LOGOc(
Owner's Address ~z...S-I~q.." ,'ZcfJnyrtHlu', K...,
Fee Simple 'Titleholder Namel
~4Z-
Owner Phone Number
Owner Phone Number I
Owner Phone Number I
Owner's Name
JOB ADDRESS
Fee Simple 'Titleholder Address I
11<62 tS
I
WORK PROPOSED
I
D NEWCONSTR r==J ADD/ALT D
D INSTALL D REPAIR
PROPOSED USE D SFR D COMM D OTHER I
TYPE OF CONSTRUCTION D BLOCK D FRAME D STEEL D
DESCRIPTION OF WORK I ~l> I'" \ t...Jy-. ()f;. CIc:.c;p +- a. Bo...--\-tv\CR'~
BUILDING SIZE I ISQ FOOTAGE I I 51 ~} I~ I HEIGHT
, I I I . . . . . ~ . . . . I . , , . . I I . . . . I . I I . . . . . . . . I I . . I , , , , . , . . . . . I I I I . I . I I . . I I I . . I . I . . . . I . I I I . . I I . . . I . r , . . . . I . I . . . . . . I . . , , . . . . . , . . I I I , . I . . I I , . . I t I I I . . , , , I I . I
\ (-t'h s\
LOT# I
SUBDIVISION
PARCEL ID#I
\4-2(';'-2.1-6bIO- 02.ID6- OOCOO
(OBTAINED FROM PROPERTY TAX NOTICE)
SIGN D MOVE D
DEMOLISH
OTHER I
0 BUILDING 1$ ~d. ,~~9. c'D I VALUATION OF TOTAL CONSTRUCTION' I ~i 2,..g-g. .)'"
0 ELECTRICAL 1$ I AMP SERVICE D PROGRESS ENERGY D W.R.E.C,
r^tJ-~,~'
D PLUMBING 1$ I
D MECHANICAL 1$ I VALUATION OF MECHANICAL INSTALLATION ~;6D
~O(,~
D GAS D ROOFING D SPECIAL TV D OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES DNO
Address
COMPANY
REGISTERED
1~~f~!~~~O"
License # IthlJ5C1 ~ IT
I IbL~tJU !;F E/cv/d Ie i1x:.
1 ~ I FEE CURRENT I r.::!L N I
License # I 2'/'>..5'
~flr~~~ (j)N
License # 10'--00 2~ "".~
/
BUILDER
SIGNATURE:
ELECTRICIAN
SIGNATURE
33Sto I
PLUMBER
SIGNATURE:
Address
Address
License #
MECHANICAL
SIGNATURE:
OTHER
SIGNATURE
COMPANY
REGISTERED
Y/ N
FEE CURRENT
Y/N
Address License #
111111111111111111111111111111111111111111111111111 I 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-Q-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onslte, Construction Plans, Stormwater Plans w/ Silt Fence Installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (3) sets of Building Plans; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onslte, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
....PROPERTV SURVEY required for all NEW construction.
11.11111111111111111111111111111111111111111111111111111111111111111I11111111I111111111111I1111111111111111111111111111II1111111I11I11111111111111I
Directions:
Fill out application completely.
Owner 8, Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A1C upgrades over $5000)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from ollilner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades A/C Fences (PloVSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: jf 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 Pasco County Buildinglnsp~ction Division-Licensing Section at 727-841-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned Understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the constrUction of new bUiidings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 ahd
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release, If the project does not involve a certificate of occupahcy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewe.r Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): if valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify 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.
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 ineet standards. of all laws regUlating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. SlIch agencies include but are not limited to:
_ Department of Environmental Protection-Cypress Bayheads, Wetland AreaS and Environmentally SensitiVe
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheadsj 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.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
If the fill material is to be used in Flood Zone "N, it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem Wall. . . .
If fill material is to be used in any area, I certify that Use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properti~s, the.ow~er may be cited fo~ violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required. .. . . . . '.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner ~f the permlttln~ cond~tlons s~t forth In
this affidavit prior to commencing construction. I understand that a s.eparate perm~t. may ~e reqUlr~d for elect~lca.1 ~ork"
plumbing, signs, wells, pools, air conditioning, gas, or other installations not speCIfically 1n~luded.ln the application. A
permit issued shall be construed to be a license to proceed with the work a~dnot as authon~y ~o vlolat~, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the B~'I.dl~g OffiCial from the~eaft~r
requiring a correction of errors in plans, construction or violations of any codes., Every ~ermlt Issued. shall become. Invall~
unless the work authorized by such permit is commenced within six months o.f permitlssu~nce; or If work authorized. by
the ermit is suspended or abandoned for a period of six (6) months after the time th~ work IS commenced: . An extension
ma p be requested, in writing, from the Building Official for a period not t~ exceed n1n~ty ,90) d,a~s and WIll demonstrate
jUS~fiable cause for the extension. If work ceases for ninety (90) consecutive days, the Job IS 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 T OBTAIN FINANCiNG, CONSULT
WITH YOUR LENDER OR A ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT.
FLORIDA JURAT (F.S. 117.03)
(WJ~
Notary Public
w~ (Yp2ffn
Notary Public
Commission No.
Commission No.
Nicole W<<>rton
N t ty d i~ er EUbliG, Sial\:: uf Flol'fda Name of Notary typed. printed or stamped
Name of 0 ary pe. pr omm on Expres October 25, 2010
Com. No. 00608870
Nicole Morton
N01ary Public, State of Florida
My Commission Expres October 25. 20'
Com. No. 0D608870
CITY OFZEPHYRHILLS BUILDING DEPARTHENT
o.WNER Rc/1(fJ-L17 -r {j/l(4(~~ W/Zg/2,?-
Jo.B LOCATIo.N ?if!:. 25 1'7 rtJL g 7ktd,/ ;:2'~/?!f-)/II;Ll5 "335 y?-
PARCEL, I. D.'#
I~- 2-6--2-1-00 l{J---ez/oO- ~ OuD
SHOW ALL EXISTING & PROPOSED STRUCTURES GIVING DIMENSIONS & SETBACKS.
..5 /
BUlLDING SHALL COMPL WITH
ALL APPLICABLE CITY OF
ZEPHYRHILLS ORDl'.NAN
t11)1)lll ~ o-lS~L
C0~L-t t)J1T~ /)1 'j
5}JTJ6ft<0w R-3
6Lf/f ..'
. ,. f I:!/f ((
. '.r;" -- ~.. '"
/, r fo~r?J I "d .,
kI. /r ; tI,q.
-.:J2 ~ ! 'It'
i1
I
, /(f!),
7k>'
10 I
Ie I
6" \ J)~"i. '
[x /S/f1ry'1
~tt7 ( 11 IfF'-( T
I
S fl-a.D 16
I
ljO
r:-:... .1---
T VL~~ '
I
57 6 1/
yt.(~
,~.
.. r
:>Sr,
)>
1/ /1-v/v b '
l.~[( /)~?;
UTILITY BUIL~NGS
MUST SHo.W SIZE &
Fo.UNDATIo.N INFo.R-
MATIo.N.
tal
VI FRONT
PROPERTY LINE
(No.TE EXAMPLES 1 & 2)
STREET
1. SETBACKS FOR Rl, R2 ZONING
60'
10'
P E
R X
0. I
10' P S 10'
0. T 1 0'
S I
E N
D G
20'
FRONT PROPERTY LINE
2. SETBACKS FOR R3 ZONING
60'
10'
10' EXISTING 10'
PRo.Po.SED
20'SGL FAM 30 ' DUPLEX
1 0'
FRONT PROPERTY LINE
Permit Application Review Comments
By: Bill Burgess
5cl!o-f-'V-
Date:
11- IL\-O ~
[Q
No Comments
Type:
14 8 2.:==) \ r-+n 51
~M'\-\-I(.1"'0 - Q\o~-\- / ~ C t~
I
Address:
]1-'"" eLilN 5~1'i€ <;PJ1';l\~ /5 ~1\2,;:t)- ~.k).5.o~ \I \Is lObI.....
.
111111111111111111111111111111111111111111111111111111111111
2006228131
Rcpl: 1049526 Rec: 10.00
OS: 0.00 IT: 0.00
11/14/06 _________ Dpty Clerk
JEO PITTMAN.(,PASCO COUNTY CLERK
11/14/06 0~:5J!pm 1 of 1
OR BK 726 I PG 543
NOTICE OF COMMENCEMENT
-------.
State of Florida
County of Pasco
.
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real
property, and in accordance with Chapter 713, Florida State Statutes, the following information is
provided in this Notice of Commencement:
1. Description of Property: Parcel No. B - z.t,,- Z-I-oo ID'O'2-loo"'oo~ 0
2. General Description of Improvement ~M.~(O..A ~_ \<.aof-
.3. Owner Information: Name OnoJ--e.....e.... c... We..b-e.f
. Address ~<7 ~ City~State f{ ziP33.J--i \
Phone No. Bl,- 7 71- ~~i01--FaxNo.
R 4. Contractor: Paul Schaper Construction. Inc., 8949 Gall Blvd., Zephyrhills, Fl33541
5. Surety: Bauer & Associates, 12210 HWY 301, Dade City, and Fl33525
6. Lender: Name/Address:-Y O(./"-{" --
7. Persons within the State of Florida designated by Owner upon who notices or other
Documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes.
8. 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)(b), Florida Statutes:
Paul Schaper, Contractor, 8949 Gall Blvd, Zephyrhills, FL 33541
Sworn to and subscribed before me thO ~:v-oaay of ~ ~~
20 O<.t
<(w> LL.
en :::::!:iE 0
-~
~Z(l) >-
~offi<
01- z C
~Zl-
ww-
cc:::;
f2::l .
(.)0
wo.-
:r: 0 tl: ~
I- l.U 0 :c
~i=~1-
<(O~6,:!:;i
O()>->-z,..w
ir (I) i!:: g;;; <I,
o c( ffi Co:' a:
-10..01-0-
lL U. 0 frl frl ~
Ol-a:a:~
lL. !:Q g; (.) 0
O(:!:Qo:Jc
Wr-:cc"'"
21-2::;)<
1-::::> <e:
~O ~o 2
(I)() ~g;~
9. Expiration date of Notice of Commencement (the expiration date is 1 year from the
Date of recording unless a different date is specified.)
~goatme of Ownero,.d//- (! IUr -AF .e",
. Printed Name: OA/AL.E~ (!. IA JE8Ee-
ill:
Personally Known
1-
Notary Public:
(Type, Print, or S
;lIDI1'H L SCHAPER
MY COMMISSION' DO 410740
EXPIRES: J\Jl8 6, 2Oll9
BondIdllW NI*IY NllIc \lndIfWItIIlI
SCJ{Jlff,(j{ CONsrr'(j{VdION
11250 S. Hwy. 98, Dade City, Florida 33525 Phone: 352-567-8580 Fax 352-567-7073
STATE REGISTERED BUILDING AND ROOFING CONTRACTOR # RBOO32524, RC0056763
Servino pforid'a's Pinest J{omes d (Business Since 1976
FOR: Mrs. Ona Weber
4825 17th St.
Zephyrhills Fl. 33~41
Phone: 813-779-3409
We hereby propose to DESIGN and CONSTRUCT:
CONCRETE BLOCKADDITION OF CLOSET AND BATHROOM
AS SHOWN IN DRAWINGS BY SCHAPER CONST. DATED 09-09-06
1/ 't.{ "y /3' t.j If !-A 7/J<A. (
Includin2:
GENERAL
Preliminary plans (attached), building plans, contract specifications, engineering, and permits.
Excavation as needed for additions.
Monolithic- Footer ~d concrete slab with approved reinforced footings.
8" x 8" x 16" reinforced concrete struck block exterior walls
Roof framing tied to existing.
Match existing finishes on soffit and fascia
Framed and drywall finished interior walls. includes bath walls and closet
Insulation R-5 walls, R-30 fiberglass ceilings, per code.
Complete Fiberglass shower with single lever faucet
Standard grade bath vanity with china sink with chrome single lever faucets
Standard grade toilet.
Waste line tied to existing waste hook up Charged at $6.50 per In ft drain line to sewer
2 new alc drops from existing
Electrical per code with vent in bath
Interior hollow core doors as shown on preliminary drawings
Paint interior and exterior of addition with quality latex paint.
One standard Cross Buck Colonial steel clad exterior prehung doors with Insulated glass
Entry and deadbolt locksets standard
Install vinyl or carpet in addition areas
Interior trims as per existing
Page - 1 of3
10-10-00
o 07:09A FROM:2EPCI
L~~b ~q:~~ ~l~(lOq~(O
8137800123 TO: 97154875
::.u-JAM:.t< UJrb I ~LA." I .LU'I
P.2
"'''\IX. 1:1"
SClfAtFEcJ{CO!J{srF1{V(;110GY
112.50 S. Hwy. 98, Dade Ch1, Florida 33525 Phone: 352-S67...8580 Pax 352-567-1073
STATE RmfSTIR.P.D BUILDtNQ ANDllOOPING CONTItACTOA. ~ RQt56'7Q
Swving tpforitfll's fFitwt!J{oma <<l <1JusinasSince 1976
. : OeBD up of our wtJtt.1lIpa'Yiai~ .0 w.~., ftdJv covered
bvWorkenCfJ~~..n-. ....~.II~.
Not iDeJud.cl:
Sod, laDdacllpiDa or ~kl~ woJk:,
WaJlpeper, built Jns, or Nrm~p
Uppde ofexillli"(l electriceJ...~ we ~
Hiddm lite conditions (Example: utility reIOCIIioD. Id\wse soU COIIditiou and etc.).
ALLOWANCES:
ADDMONAL WORIC ANDCOITSA.80VE ITA-TKO A~JElNL"EI'WILL D PEIU'ORMD
AS A 'mO AND au:raUAL CJLUfGE OJIDD, ABOVE AND ONJ) TBIB AGJ1UMDf1'.
SCIlAPI'.R CONITItVCftOft LAJJOa RAft m..... NIl BOVIt. SUBCONTIlACl'OR WORk{b
AN)) MATBRIA.L P1UCI8 waL.-:r A 211ft CON'lllACfOll J'II.
TOTALCONTRACI"PIbCE: . <; 1.;'2-- t{ 1 ~. _ "Z-'\\t:
n~ 6~ /
20" AT ACx1H'ANCB OF ABOVBPLANS AND SJIBC.'DIK:.AnOHs, L~'JoL--
25% OJ' CONTIU.CI' JlIU~ . WHEN SLAB IS POURED., . v".;"
15% O~ CON'l"RACT Htla:.. WHEN ItOOf FIVIMED AND Dtt.Y IN /.. ~ ('lP
20% OJ' CON'rJu..cr ...... - WHBN DIlYWALL 1IOItK BEGINS. ~
It% OPMMnlACT PRh'...'& . WHEN WOItI'.SUBSTAN'I'IALLY COMPLBTL .
· AU. auKG.a 0JtD.. 11)" PAID IN PULL AT ACCEPTANC'I.
to !qfn work.
.~
All wan: IbaU be eantbUy iUpII"IbId ad ~ WOItanm UJlIed ad bowledp iD ~ needed to
praSta Jd,p q1JIlity work. 1be job.... IbID be c-. dIdJy ft1r 1be dwitiaI of" job. CoJltlCtioo eos&s if aGy,
topdJar.wUb iaIIrw\ IbIU be lidded tD.... CGIIIrIOt lfrb ifpll)/mlllt defiuIt oc:an. '-'It, wQ~ ~~
IDd aa-aI UIbiJiIy ........1.. JlIWIcW by~. Owacr tg JlI'OYw.t fInt, lid. wiDcllDS atonA
dImI&e (f(lwiJllbll) iIIIunIK:e __...... JI')Iil:y.
Pap-2of3
1 ()'1 0.00
TRUSSES
1. THIS SECTION DEFINES PRE-ENGINNERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF AND FLOOR TRUSSES AS 'WOOD TRUSSES',
2, TRUSS LAYOUTS SHOwN ON PLANS ARE SCHEMATIC ONLY, TRUSS MANUFACTURER AND/OR ENGINEER SHALL BE RESPONSIBLE FOR THE
DESIGN AND SPACING OF ALL TRUSSES AND SHALL SUBMIT SHOP DRAWINGS TO THE BUILDER FOR APPROVAL,
3, THE wOOD TRUSS MANUFACTURER MUST PARTICIPATE IN A CODE APPROVED THIRD PARTY QUALITY ASSURANCE PROGRAM SUCH AS THE TRUSS PLATE
INSTITUTE'S 'QUALITY CONTROL INSPECTION PROGRAM' OR EQUIVALENT
4, wOOD TRUSS MEMBERS AND CONNECTORS SHALL BE DESIGNED FOR ALL LOADS LIVe DEAD AND CONCENTRATED LOADS,
PLUS wIND LOADS IN ACCORDANCE wITH THE FBC SEe 1606
5,REFER TO THE FLOOR PLAN AND OTHER STRUCTURAL DETAIL SHEETS FOR IMPORTANT INFORMATION NOT SPECIFICALLY ADDRESSED BY THE
TRUSS FRAMING LAYOUT SUCH AS BEARING WALL HEIGHTS AND CEILING VAULT DETAILS,
6, wOOD TRUSS DESIGN SHOP DRAwINGS SHALL INCLUDe BUT ARE NOT LIMITED TO, THE FOLLOwING INFORMATION:
A, SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF wOOD TRUSSES
B, ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST BE CONSIDERED,
C, ADJUSTMENTS TO ALLOWABLE VALUES,
D REACTIVATE FORCES AND THEIR LOCATIONS,
E, BEARING TYPE AND MINIMUM BEARING LENGTH,
F, DEFLECTIONS
G, METAL CONNECTOR PLAT~ TYPE, GAUGE, SIZE, AND LOCATION,
H, LUMBER SIZE SPECIES lJRADE AND MOISTURE CONTENT,
1. LOCATION AND CoNNECllDN DESIGN OF REQUIRED CONTINUOUS LATERAL BRACING,
J, NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD,
K, WEB REINFORCEMENT DETAILS FOR GABLE END TRUSSES,
L, VALLEY SETS FOR OVER-BUILD CONDITIONS,
7, LIMIT DEFLECTIONS FOR LIVE LOAD TO SPAN/360 (ROOF), SPAN/460 (FLOOR), AND LIMIT TOTAL LOAD DEFLECTIONS TO
SPAN/240 (ROOF), SPAN/360 (FLOOR) UNLESS SPECIFICALLY NOTED OTHERWISE
8, FIRE RETARDANT WOOD IS NOT ALLOwABLE FOR USE AS TRUSS CHORDS OR wEBS,
9, wOOD TRUSSES SHALL BE DESIGNED SO THAT MINIMAL HORIZONTAL REACTIONS ARE IMPOSED ON THE SUPPORTING STRUCTURE UNDER
VERTICAL LOADS, NO SLIP CONNECTIONS ARE ALLOWED UNLESS OTHERwISE NOTED, CONTACT CONTRACTOR AS REQUIRED,
10, wOOD TRUSSES MUST BE CHECKED FOR WIND, WIND VELOCITY, DESIGN VELOCITY PRESSURES, AND MEAN ROOF HEIGHT MUST BE
SHOwN ON THE SUBMITTED SHOP DRAwINGS,
11, CONTINUOUS BOTTOM CHORD LATERAL BRACING IS REQUIRED AT A MINIMUM SPACING OF 10' O,C, UNLESS NOTED OTHERWISE,
BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING TO THE OTHER END, OVERLAP CONTINUOUS BRACING AT LEAST
ONE TRUSS SPACE, USE A MINIMUM OF 2 X 4 (ROOF), 2 X 6 (FLOOR) GRADE MARKED LUMBER AT LEAST 10' LONG WITH
2- 16d NAILS AT INTERMEDIATE AND 3- 16d AT END CONNECTIONS, '
12, CROSS BRACING IS REQUIRED AT MINIMUM 10' o.c. UNLLSS N01ED OTHERwISE, LOCATE CROSS BRACING AT DR NEAR THE BOTTOM
CHORD BRACING, INSTALL CROSS BRACING AT EACH ENiD AND AT 20' O.C, ALONG THE LENGTH OF THE LATERAL BRACING, CROSS BRACING IS ACCOMPLISHED
BY ATTACHING DIAGONAL WEB BRACING TO OPPOSITE S!IDES OF THE SAME GROUP OF SIMILAR wEB MEMBERS, SLOPE CROSS BRACING IN OPPOSITE
DIRECTIONS AR APPROXIMATELY 45 DEGREES FORMING A CROSS 'X', USE A MINIMUM OF 2X4 GRADE MARKED LUMBER WITH AT LEAST 3- 16d NAILS
AT EACH CONNECTION,
13 TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS SYSTEM DURING CONSTRUCTION,
14, HANDLING, INST ALLA TION, AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH 'HIB-91', PUBLISHED BY THE TRUSS PLATE INSTITUTE,
15,ALL wOOD TRUSSES SHALL BE FASTENED TO THEIR SUPPORTS wITH APPROVED HURRICANE ANCHORS, RATED TO CARRY UPLIFT LOADS
SPECIFIED BY TRUSS MANUFACTURER
16, ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG-TIE OR APPROVED EQUIVALENT MANUFACTURER. ALL NAIL HOLES
SHOULD BE FILLED, OR AS PRESCRIBED BY THE MANUFACTURER,
17,TRUSSES ARE TO BE DESIGNED TO ALLOw FOR THE PROPER ROUTING OF A/C DUCT wORK AND PLUMBING,
CHASES SHALL NOT BE BLOCKED BY wOOD TRUSSES,
18, PILING OF PLYWOOD ON \,..IOoD TRUSSES IS NOT ALLOWED,
19, INSTALLATION OF BROKEN, DAMAGED, WARPED, OR IMPROPERLY REPAIRED WDoD TRUSSES IS NOT ALLOwED,
20,IMPORPER DR UNAUTHORIZED FIELD AL TERATIDNS OF WOOD TRUSSES IS NOT ALLO\,..lED,
21. GABLE ENDwALL TRUSSES MUST TRANSFER LATERAL LOADS TO THE SHEAR WALLS AND/OR THE ROOF DIAPHRAGM,
22,wooD TRUSSES THAT DO NOT MEET INTERIOR LOAD BEARING WALLS MUST BE SHIMMED, DO NOT PULL WOOD TRUSSES DOwN TO INTERIOR BEARINGS,
23~8~~IH@bST8Lto~~J~2t6~7~N~~~ttR Bf8~ J~~If~B~~r~~ r~A60Bb ~Rb~~E~~~~IEl~~BJURAL ENGINEER IN THE STATE OF FLORIDA AND SHALL BE
A. SUBMIT SEALED wOOD TRUSS DESIGN CALCULATIONS AND PROFILES FOR EACH TYPE OF TRUSS WITH PERMANENT BRIDGING REQUIREMENTS
B SUBMIT wOOD RUSS ERECTION PLAN, INCLUDING CONNECTIONS DEATILS AND UPLIFT ANCHORS '
C, SUBMIT wOOD TRUSS TEMPORARY ERECTION BRACING PLAN,
D, MAINTAIN COpy OF SUBMITTAL ON JoBSITE,
ROOFING (FIBERGLASS SHINGLES)
1. THE INSTALLATION OF FIBERGLASS SHINGLES SHALL COMPLY wITH THE PROVISIONS OF FBC 15073,
2, FIBERGLASS SHINGLES SHALL BE FASTENED TO SOLIDLY SHEATHED DECKS,
3, UNLESS OTHERlwSE NOTED, REQUIRED UNDERLAYMENT SHALL CONFORM wITH ASTM D 226, TYPE 1, DR ASTM D 4869 TYPE 1.
~~ 4, SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET, SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL COMPLY
REVIEW.DATE:JL ,. ~~ _ 5. ~N~Rt2~~s DS~(J8LES SHALL HAVE SELF -SEAL STRIPS OR BE INTERLOCKING, AND COMPLY wITH ASTM D 225 OR ASTM D
CITY OFZEPHYRH ~ 6 6. FASTENERS FOR FIBERGLASS SHINGLES SHALL BE GALVANIZED STAINLESS STEEL, ALUMINUM OR COOPER ROOFING NAILS, 3462,
BfJJLDlNG OFFICIAL {}l' vt-a?? MINIMUM 12 GAUGE (0.105 INCH) SHANK wITH A MINIMUM 3/8 INCH DIAMETER HEA9-- OF A LENGTH TO PENETRATE THROUGH
- _ THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH INTO THE ROOF SHEATHINlJ, THE CORROSION RESISTANCE OF NAILS
NAILS AND SCREwS SHALL MEET ASTM A641, CLASS I DR EQUAL, THE CORROSION RESISTANCE OF CLIPS SHALL MEET ASTM A153
wHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH THICK, THE NAILS SHALL PENETRATE THROUGH THE SHEATHING '
7, FLASHING MADE FROM METAL SHALL BE CORROSION RESISTANT AND SHALL BE NOT LESS THAN 26 GAGE,
8, FIBERGLASS SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE DR TwO
FASTENERS PER INDIVIDUAL SHINGLE, UNLESS OTHERWISE NOTED, ATTACHMENT OF FIBERGLASS SHINGLES SHALL
CONFORM wITH ASTM D 3161 (MODIFIED TO 110 MPH) DR M-DC PA 107-95,
ENGINEER/S
NOTES:
NPH!]
1,0
see
gust)
1,
2,
],
4,
S,
SPEED 110
IMPORTANCE FACTOR
EXPOSURE CATEGORY=
INTERNAL PRESSURE COEFFICIENT
DESIGN PRESSURES ARE PER
OF
FBCB
04
wIND
wIND
wIND
DESIGN
II B II
+18/-18
TABLE 1609,6B
C&C
ALL wORK TO BE COMPLETED
PLUMBING) MECHANICAL) FUEL
ELECTRICAL CODE
TO THE 2004
EFFICIENCY)
RESIDENTIAL EDITION
ACCESSIBILITY) AND
FLORIDA BUILDING)
NA TIONAL
ACCORDING
GAS) ENERGY
GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR wORK IN
ACCORDANCE wITH ALL APPLICABLE CODES GOVERNING EACH TRADE
DESIGN NOTES
ALL CONSTRUCTION SHALL BE APPROVED IN ACCORDANCE wITH FLORIDA BUILDING CODE 2004,OSHA, AISC, AwS D 11 CODES AND ALL
APPLICABLE LOCAL REQUIREMENTS, THE STRUCTURE IS DESIGNED TO COMPLY WITH THE 2004 FLORIDA BUILDING CODE BUILDING BASE
CONNECTIONS SHALL BE PROVIDED AS SHOwN ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY BE SUBSTITUTED WITH
MATERIALS EQUAL DR EXCEEDING ORIGINAL RATINGS
GENERAL NOTES
wINDOW AND DOOR MANUFACTURERS TO PROVIDE CERTIFICATION/RATING THAT THEIR wINDOwS AND DOORS
wILL wITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING wIND
PRESSURE AND PROVIDE INSTALLATION INFORMATION wITH THEIR PRODUCTS,
CONTRACTOR TO INSTALL WINDOwS AND DOORS ACCORDING TO INSTRUCTIONS SUPPLIED BY MFGR AND HAVE
NAUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION FOR REVIEW BY THE
BUILDING INSPECTOR,
ALL HURRICANE CLIPS, STRAPS AND FASTENERS ARE TO BE APPLIED ACCORDING TO THE FASTENERS
SCHEDULE AND MANUFACTURERS SPECIFICATIONS, IF DESIRED, EQUAL VENT CONNECTORS MADE BY ANOTHER
SUPPLIER MAY BE USED IN PLACE OF THE CONNECTORS SHOwN
THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTION OF VARIOUS
CONNECTED COMPONENTS, PROVIDE ADEQUATE BRACING, SHORING AND ANY OTHER TEMPORARY SUPPORTS
AS REQUIRED TO SAFEL Y COMPLETE THE wORK
SITE wORK:
FOUNDATION DESIGN IS BASED ON ALL ALLOWABLE SOIL PRESSURE OF 2000 PSF SHOULD FIELD CONDITIONS
INDICATE THIS MINIMUM CONDITION DOES NOT EXIST, THE SUBCONTRACTOR SHALL IMMEDIATELY NOTIFY CONTRACTOR
THE SUBGRADE UNDER THE NEw CONCRETE FOUNDATIONS SHALL BE COMPACTED TO 951. OPTIMUM DENSITY,
SOIL COMPACTION TESTS TO BE TAKEN BY A QUALIFIED SOILS LAB PRIOR TO POURING CONCRETE,
FOOTINGS SHALL BE NEAT EXCAVATED WHERE POSSIBLE WITH SIDES AND TOP EDGES FREE OF LOOSE DR wET MATERIALS,
\,..IHERE NEAT EXCAVATION IS NOT POSSIBLE, FOOTINGS EXCAVATED SHALL BE OPEN CUT \,..lITH EDGES FORMED AND BRACED,
ALL FOOTINGS WITH FORMED EDGES SHALL BE BACKFILLED FROM BOTTOM TO TOP OF FOOTING WITH SELECT FILL
THE BOTTOM EXCAVATION SHALL BE CLEAN AND DRY WITH ALL LOOSE MATERIAL REMOVED FOR AN ESSENTIALLY FLAT BEARING
PROVIDE SOIL TREATMENT FOR TERMITES,
SURF ACE,
CARPENTRY:
1 DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION,
2, ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP.
3. ALL STRUCTURAL BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (SYP) NO 2 GRADE DR BETTER,
WITH SINGLE MEMBER CUNFACTORED> STRESSES AS FOLLOwS:
Fv == 90 PSI
Fe == 975 PSI
E = 1,600,000 PSI
1% MAXIMUM MOISTURE CONTENT
FRAMING LUMBER SHALL BE #2 APRUCE-PINE-FUR DR BETTER
INTERIOR NON-LOAD BEARING WALLS MAY BE UTILITY GRADE.
4. ALL LUMBER IN CONTACT wITH MASONRY DR CONCRETE SHALL BE PRESSURE TREATED,
5 PRESSURE TREATED LUMBER SHALL BE IMPREGNATED wITH A CCA SALT TREATMENT IN ACCORDANCE wITH F.S, TT -w-571
AND BEAR THE AMERICAN wOOD PRESERVERS INSTITUTE EQUALITY MARK LP-2,
6, SHEATHING FOR ROOFS AND wALLS SHALL BE APA RATED (EXPOSURE D SHEATHING wITH EXTERIOR GLUE,
ALL ROOF SHEATHING TO BE INSTALLED WITH PL YCLIPS, (MAXIMUM 24' DC>
7. NAILING FOR PLYwOOD ROOFS AND wALL SHEATHING SHALL BE 8d COMMONS @ 4' DC @ PANEL EDGES, AND 6'
O.c, INTERMEDIATE, FOR 1/2' SHEATHING DR LESS, NAILING FOR STRUCTURALLY APPROVED ARCHITECTURAL wALL PANELS 0/4'+)
SHALL BE 6d COMMON @ 4' O.C, AT PANEL EDGES, AND 6' DC, INTERMEDIATE.
8 ALL FLOORING MATERIAL TO BE 3/4' T&G PLYWOOD, NAILED AND GLUED TO FLOOR JOISTS FLOOR NAIL
wITH 10d NAILS AT 3' O.C, AT PANEL EDGES, 6' DC, IN THE FIELD, STAGGER NAILS AT 2' O,C, AT BUTT ENDS OF PLYWOOD SHEATHING,
9, INSTALL BRIDGING IN ALL C2X) FLOOR DR ROOF JOISTS AT 8'-0' MAXIMUM, INSTALL BLOCKING IN ALL BEARING
WALLS AND PARTITIONS OVER 9'-0' @ MID-HEIGHT, BRACE GABLE END wALLS AT 4'-0' DC, wHERE WALL FRAMING IS NOT
CONTINUOUS FROM FOUNDATION TO ROOF,
10 ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS,
ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED
11. ALL CONNECTION HARDwARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG TIE CO DR EQUIVALENT SUBMIT CUT
SHEETS FOR ALL CONNECTION HARDwARE TO CONTRACTOR FOR APPROVAL
ALL NAIL HOLES SHALL BE FILLED DR AS PRESCRIBED BY THE MANUFACTURER,
12. PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL LOAD BEARING STUD wALLS, STAGGER END
JOINTS IN DOUBLE PLATES AT LEAST 4'-0' 2X4 SILL PLATES FOR BEARING WALLS SHALL BE BOLTED TO FOUNDATION
AT A MAXIMUM OF 4'-0' O.C
13, LOAD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS, AND AT STRUCTURALLY APPROVED
ARCHITECTURAL wALL PANEL JOINTS, STUDS SHALL BE TRIPLED AT ALL CORNERS,
14, wOOD LINTELS OVER OPENINGS SHALL BE DOUBLED 2X12 HEADERS UNLESS NOTES OTHERwISE ON PLANS, WITH CONTINUOUS \' PLYwOOD
FILLER CUT TO FULL DEPTH OF BEAM BETwEEN 2x MEMBERS
15 RAFTER SCHEDULE FOR CONVENTIONAL FRAMED AREAS,
MAXIMUM MAXIMUM
MEMBER SIZE SPAN (SYP #2) SPAN (SYP #2)
2 X 47FT 6 FT
2 X 69FT 8 FT
~ ~ tg Ii n I ~ ~ f
NOTE 1: RAFTERS MUST BE BRACED LATERALLY BY A CONTINIOUS NAILING OF SHEATHING DR BRACED @ 24' O.c wITH MINIMUM IX4,
NOTE 2: RAFTER SPACING NOT TO EXCEED 24' O.C,
NOTE 3 RIDGE BOARDS TO BE ONE SIZE LARGER THAN RAFTER UNLESS OTHERwISE NOTED ON PLANS,
NOTE 4: CONNECTOR SCHEDULE,
A. SIMPSON MTS20 (DR EQUAL> BETwEEN CAT BLOCKING AND ROOF TRUSSES
B SIMPSON H5 COR EQUAl) BETwEEN RAFTER TAILS TO CAT BLOCKING,
C SIMPSON H5 (DR EQUAl) BETwEEN RAFTERS AND RIDGE BOARD.
D SIMPSON CS20 AT ENDS OF RIDGE BOARD, DR SIMPSON JOINT HANGER wHERE APPLICABLE
TIMBER MATERIALS
ALL TIMBERS MATERIALS SHALL BE AS FOLLOwS
LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATES, POST, STUD PACKS AND BEAMS SHALL BE #2 YELLOW PINE (DR BETTER),
EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE #2 SPRUCE (DR BETTER) ALL OTHER STUDS SHALL BE 'STUD GRADE'
SPRUCE SPACE 16' DC.. ALL SPLICES AT TOP PLATE MUST BE MINIMUM 4'-0' AND NAILED 4' O.C, wi 12d COMMON NAILS,
EXTERIOR wALLS SHALL BE CONSTRUCTED wITH 1/2' PLYWOOD DR 7/16' OSB (2-M-W RATING) NAILED wITH 8d NAILS SPACED AT
3' O.c ALONG ALL HORIZONTAL JOINTS AND EDGES, 6' O.C, ALONG ALL VERTICAL JOINTS AND EDGES AND 12' O.C, ALONG ALL INTERMEDIATE STUDS
ALL OPENINGS 5'-0' WIDE DR LARGER STRAP HEADER BEAM TO THE HEADER STUDS WITH SIMPSON LSTA24 STRAP TIES AT EACH END
OF HEADER BEAM, ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION wITH SIMPSON HTT16 TENSION TIE
INTERIOR STUD wALLS TO BE OF 2X4 #2 SPRUCE DR BETTER WITH SINGLE 2X4 P,T, PINE BOTTOM PLATE AND SINGLE 2X4 #2 SPRUCE TOP PLATE wITH
STUDS SPACED MAXIMUM 24' O,C, WALLS TO HAVE 1/2' GYPSUM BOARD EACH SIDE, wITH WALLS AT GARAGE TO HAVE MIN R-11 INSULATION,
ANCHOR WOOD SHEAR wALLS SEGMENTS TO FOUNDATION wITH SIMPSON LTT20B TENSION TIE AT EACH END OF WALL SEGMENTS AND AT ANY
\,..IALL SEGMENT INTERSECTION (BUILDING CORNERS)
MPL'l Wl11\
l Sa..\1.L CO~
13UI1DWG ABLE Cl1'l Of
pJ..,L !\P?UC ORDINANCE.
ZEP1\yroULLS
FINISH FLOOR ELEV A nON SHALL
COMPLY Wl111 ENGINEERED DESIGN
AND/OR CITY OF ZEPHYRHILLS
ORDINANCE
BUILDING SIlA
ALL APPLICABti (,'OMPL Y WITH
ELECT'RICAL PLU~lLDfNG,
MECHANICAL CODE fNO AND
S.
PRE-CAST AND PRE-STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS, PRE-CAST LINTELS HAVE
BEEN REVIEwED AND PLACED BASED ON DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY SPECIFIED PROVIDER ENGINEER
OF RECORD MUST PROVIDE IN wRITING ANY CHANGE IN LINTEL MANUFACTURER, ALL OTHER STRUCTURAL PRE-CAST COMPONENT
MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL, ENGINEER OF RECORD RESERVES THE RIGHT
TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEw CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE
RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE.
CAST IN PLACE CONCRETE
1 CONCRETE TO BE NORMAL wEIGHT wITH THE FOLLOwING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS'
FOOTINGS SLAB ON GRADE- SLAB FILL,..2500 PSI
MASONARY WALL TIE BEAMS, TIE COLUMNS..,2500 PSI
2 CONCRETE SHALL BE READYMIX PER ASTM C94
PORTLAND CEMENT - ASTM C150
AGGREGATES - ASTM C33 (3/4' MAX)
NO CALCIUM CHLORIDE
AIR ENTRAINING - ASTM C260
WATER REDUCING - ASTM C494
FLYASH - ASTM C618-78 CLASS F (20% MAX)
wATER - CLEAN AND POTABLE
3 REINFORCING STEEL ASTM A615 GRADE 60, DEFORMED BARS
4 REQUIRED SLUMP RANGE - 3' - 5'
5 wELDED WIRE FABRIC - ASTM A185
FIBERMESH MAY BE SUBSTITUTED FOR WWF
6. MBISTURE BARRIER: 6 MIL POLYETHYLENE
7, C DES AND STANDARDS:
ACI 301 'SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS:
ACI 305 'RECOMMENDED PRACTICE FOR HOT wEATHER CONCRETING'
ACI 318 'BLDG CODE REQUIREMENTS FOR REINF, CONCRETE:
ACI 315 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT,'
8. REFORCING BAR COVER:
FOOTINGS 3'
COLUMNS 1 1/2'
BEAMS AND wALLS 1 1/2'
SLABS 3/4' (INTERIOR) 1 112' (EXTERIOR)
9. PROVIDE CORNER BARS AT ALL wALL FOOTING CORNERS TO MATCH HORIZONTAL BARS,
(25' MINIMUM LAP)
10 ALL BUILDING SLAB ON GRADE SHALL BE NOMINAL 4' THICK, FIBER-MESH CoNC DR REINFORCED
WITH 6X6-wl.4 W,W.F, ON 6 MIL VAPOR BARRIER
11. ANCHOR BOLTS FOR wOOD PLATED TO CONCRETE DR MASONRY:
'J' BOLTS-USE 1/2'X8' 'J' BOLT WITH 6' ENBEDMENT AND 2' PROJECTION wHEN INSTALLED
PRIOR TO PLACING CONCRETE.
EXPANSION ANCHORS-USE 1/2'X3 1/2' IMBED AT LOCATIONS IN LIEU OF 1/2'X8' , J' BOLTS
EPOXY ANCHORS IN CONCRETE-USE 1/2'X4 1/4' IMBED AT EDGE OF SLAB CONDITION
wHERE BOLT IS LESS THAN 6' TO CONCRETE EDGE,
EPOXY ANCHORS IN TOP OF BLOCK WALLS-USE THREADED ROD (3/4'XA6-5/8' INBED)
ON TOP OF 8' MASONRY WALLS wITH ADHESIVE DR ANCHOR BOND, wHEN
1I2'X8' 'J' BOLTS ARE OMITTED,
12,FOOTING SIZES SHOwN ARE TYPICAL ONLY FOR STATED SOIL BEARING PRESSURE AND CONSISTED COMPACTION
CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTINGS COMPLYING wITH THE DESIGN REQUIREMENTS
OF SPECIFIC SOIL CONDITIONS,
13, PROVIDE 1/2' EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLABS AND ABUTTING
CONCRETE DR MASONRY wALLS OCCURRING IN EXTERIOR DR UNHEATED AREA'S
R3011 Design.
Buildings o.nd structures, o.nd o.ll po.rts thereof, sho.ll be constructed to f l t II l d" '
loo.ds ond wind loods o.s pr~scribed by this code, The construction of build~~g~ ~nsdUPttc;!'ucto.ure~o. ~'llncludT~ ,deo.d lOo.tds, live loo.ds,. roof loo.ds, flood
poth copoble of tro.nsferrlng o.ll loo.ds frOM their point of origin through the lood-resisting ele~e~t/~~u th~n f~u~~~tT~,tho.t prOVides 0. cOl""1plete loo.d
Exception · ~~i~di8nvi~~n~t6fCC\~6p.fe~os~ted within the High-Velocity Hurrico.ne Zone sho.ll cOl'1ply only with Sections R302 to R324 , inclusive o.nd
R30l!.1 Al terno. tive provisions,
~ftg.flo~~te{hneo.r~vrnto the requireMents in Section R30l! the following sto.ndo.rds o.re perMitted subject to the liMito.tions of this code o.nd the
where engineered design is used in conjunction with these stondo.rds the design sho.ll COMply with the Florido Build'ng Cod Bld
1. AMeri,con Forest onel Poper Associo. tion CAF&PA) wood Fro.r'ie Construction Mo.nuo.l (wFCM) ,e, UI Ing
2, AMerlco.n Iron o.nel Steel Institute (AIS!), Sto.ndo.rd for Cold-ForMed Steel Fro.r"Iing Prescriptive Method for On - '" T -F 'l
R301.12 Construction systeMS, e o.n", wo o.r"Il y Dwellings (COFS/PM)
~~~o~~~u~~rdl~ci~ g~e t~~ssecdOd~n 0.6ebo.~~osoend fO/~,~~~t~~:te~nel bo.lloon-fro.Me construction for light-fraMe buildings, The requireMents for concrete o.nd
Other Fro.M,ing systeMS Must have equivo.lent de"fo.iling to ensure force transfer, continuity o.nd cOMpotible deforMations.
R30!.1.3 Engln~ered design, ,
t;erhi~ ~~~~I,n~h~~eo~~~~~~stes cSoh~lrnb~od~~ic~~~t~u~~g~r~~~~~i~Fths~ucturo.l eleMents exceeding the liMits of Section R301, or otherwise, not confoming
~nhf g~~~~~vecrfe ~~~oline ~~~~;Jo. ;~1,h w?{~ e {hi PPl ~~~~6e BEh ~;~gi oC'5din ~uTI ~~~e?; eJ~;~~r~G!; ~~~ rf~fhg ~fJi~ gl ~~ ~ g5 ~ i ~h~b;eucsc~no~ld~t9oonn~e~cltrho. ~~\r f~:;f ;l;~ rdo. te co Mp I ia nc e
c escape 0 ths code, ' , preS ereo, Inc u",e In
TABLE R301.212
WIND-BORNE DEBRIS
fASTENER TYPE
wOOD STRUCTURAL PANELS
< 4 foot
panel spo.n
< 6 foot
< 6 foot
panel spo.n
< 8 foot
spo.n
2~ #6 wood Screw 3
2~ #8 wood Screws 3
Doub\e-Heoded Noils 4
16
16
12
16
16
6
12
12
4
9
12
3
SI: 1 inch = 25.4 MM' 1 foot = 305 MM,
1. This table is bClsed on 0. I"io.xir"lur"l wind speed of 130 Mph (58 r"Ils) ond Meon roof height of 33 feet ClO M) or less
2 Fasteners sho.ll be installed at opposing ends of the wood structuro.l panel
3 Whe,re scr~~s o.r~ 0. tto.ched to r')o.sonry or Mo.sonry/stucco, they sho.ll be 0. tto.ched using vibra tion-resisto.nt o.nchors
hovlng 0 MiniMUM wlthdrClWo.l caQo.clty of 490 lb C218lJ kN),
4, Nalls shQll be 10d COMI"iOn or 12d box elouble-heo.ded no.ils,
2004
LDCATlDN
er
toenail
I
h
toenail each end
n I
n i
lin n
n i
oc.
typiCo.l face no.il
Sole plo. te to jois t or
blocking at bro.ced wo.ll po.nel
op plo.te to s ud 1 c:I COMMon
r
toenail
end no.il
f
n i
o,c.
typiCo.l face no.il
oeno.l
rin w
o eac
eo.rln
8, Roof rafter to 2 by ridge beo.M
4
4
2 -
3 -
2
3
3
2 -
3
Joist to band joist
fo.ce nail
15 / 32 in to 19 I 32 q
19 I 32 ' to 3 / 4 '
7 1 8 ' to l'
6el c,l
2 3 I 8 ' x 0,113' no.il n
1 3 1 4 ' 16 go.Qe 0
8c:1 COMMon (roars in
110-140 Mp'h (Exp. B)
8d d or 6d e
2 3 I 8 ' x 0113' nail p
2' 16 go.ge p
8d c
10c:l d or 8d e
6d e
Bd e
1 c:I d
f
(c OMbino. tion subfloor-underla yrwnt
1 1 I 8 ' to 1 1 I 4
3 I 4 ' o.nd less
7 / 8 ' to l'
I '
Bd e
MASONRY wALLS:
1 HOLLOw LOAD BEARING UNITS (CMU) SHALL CONFORM TO ASTM C90, NORMAL wEIGHT, TYPE I, GRADE N,
MINIMUM NET COMPRESSIVE STRENGTH == 1900 PSI
2, MORTAR SHALL BE TYPE M DR S AND CONFORM TO ASTM C270
3. CONCRETE GROUT SHALL CONFORM TO ASTM C476:
3000 PSI AT 28 DAYS
3/8' MAXIMUM AGGREGATE
8' - 11' SLUMP
4, BARS SHALL HAVE MINIMUM CLEARANCE OF 112' FROM MASONRY,
NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 1',
5, VERTICAL REINFORCING SHALL BE AT ALL CORNERS, EACH JAMB OPENINGS OVER 4 FT, WIDE, UNDER ALL
GRIDER LOADS, AND NOT TO EXCEED 8'-0' O/C FOR STRAIGHT wALLS, OR AS SHOwN ON THE DRAWINGS,
6, FILL CELLS wITH CONCRETE GROUT AS SPECIFIED PROVIDE ACI 90 DEGREE STANDARD HOOKS
INTO FOOTING, AND TIE BEAMS,
7, REINFORCING BARS SHALL BE STRAIGHT FOR BENDS AROUND CORNERS AND WHERE BENDS DR HOOKS
ARE DETAILED ON THE PLANS,
8. REINFORCING BARS SHALL BE LAPPED 40 BAR DIAMETERS wHERE SPLICED AND SHALL BE wIRED TOGETHER.
9 WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE
HORIZONTAL IN SIX VERTICAL, DOwELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALoGNMENT, EVEN THOUGH
IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT,
10. CLEANoUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR wHEN THE POUR HEIGHT
EXCEEDS 5', PROVIDE 4'X4' OBSERVATION HOLE TO VERIFY CONCRETE GROUT PLACEMENT,
11, PLACE ALL MASONRY IN RUNNING BOND WITH 3/8' MORTAR JOINTS, PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR
HORIZONATL AND VERTICAL. FULLY MORTAR \,..IEBS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND
ADJACENT TO GROUTED CELLS,
P<ROVIDE 8'X8' PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONARY OPENINGS NOT SHOwN TO HAVE A
STRUCTURAL BEAM, MINIMUM END BEARING = 8' (MINIMUM CAPICITY OF 1000 PLF)
pj:OVIDE METAL CAVITY CAPS, 6' WIRE MESH, DR DUR-o-$TOP BY DUR-A-wALL, INC WHERE REQUIRED TO RETAIN
GROUT IN VERTICAL CELLS,
25 I 32 '
h
3 I
THE CLEAR DISTANCE BETwEEN BARS SHALL
for sr, 1 inch = 25,4 MM,
a, COMI"\On or box no.ils Qre perMitted to be used except where otherwise sto.ted,
b, No.ils spo.ced o.t 6 inches on center o.t edges, 12 inches at interMedio.te support except 6 inches o.t supports where
spans o.;e 48 inches or More, for no.iting of wood structuro.l po.nel o.nd particleboo.rel diaphro.gMS o.nd sheo.r wo.lls, refer
to Section 2305 No.lls for wo.ll sheathing are perMittec:l to be COMMon, box or casing
c, COMMon or deforMed sho.nk,
c:I, COMMon,
e, DeforMed sho.nk
f, Corrosion-resistant sieling or co.sing no.il,
g, Fo.sten~rs sp~ced 3 inch~s on center o.t exterior edges o.nd 6 Inches on center o.t Interl"\edio.te supports
h, Corroslon,-reslstant roofing no.lls With 7 I 16 -lnch-dlo.Meter heo.d o.nd 1 1 I 4 -inch length for 1 I 2 -inch sheo.thing
o.nd 1 3/4 -Inch length for 25 1 32 -Inch sheo.thing,
i. Corr~sion-resisto.nt s~o.ples with ,noMino.l 7 I 16 -inch crown o.nd 1 1 / 8 -inch length for 1 / 2 -inch sheathing and
1 1/2 -Inch for 25/32 -,nch ,sheo.thlng, Po.nel supports o.t 16 inches (20 inches if strength o.xis in the long elirection
of the po.nel, unless otherWise Mo.rkee/)
j. Casing or finish no.ils spaced 6 inches on po.nel edges, 12 inches at interMedio.te supports.
k. Po.ne! supports o.t 24 i~ches, Co.sing or finish no.ils spo.cec:l 6 inches on po.nel edges, [2 inches o.t interMedio.te supports.
l. For roof sheo.thlng o.ppllco.tlons, 8d no.lts are the MiniMUM required for wood structural po.nels,
1'1, Staples sho.ll have 0. MiniMUM crown width of 7 / 16 inch,
n, For roof sheo.thing o.'ppliCo.tions, fQsteners spo.ceel 4 inches on center o.t edges, 8 inches ot interMediate supports
0, Fo.steners spo.cec:l 4 Inches on center Qt edges, 8 inches o.t interMec:liQ.te supports for subfloor o.nd wall sheo.thing
o..nd 3 inches on center,o..t edges, 6 inches at interMediate supports for roof sheathing,
p, Fo.ste~ers spo.ceel 4 Inches on center o.t edges, 8 inches o.t interMedio.te supports,
q, For Wind speeel regions between 110-140 Mph/Exposure 8, MiniMUM roof sheo.thing sho..ll be o.s indico.ted,
BEDDING,
RONALD & ONALEE WEBER
4825 17TH STREET
ZEPHYRHILLS FL 33542
D.W.SMITH, P.E.
FLORIDA PROFESSIDNAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DRIVE-DADE CITY,FLORIDA 33525
PHONE: 352-521-0865 FAX: 352-521-0867 E-MAIL: zephyr27@gte net
DESIGN PLANS BY RICK
813-765-9793
I hereby certify tho. t I ho. ve reviewe~ this ylo.n o.n~ found it to
be in cOMplio.nce with ASCE 7-05 ond section R301 of the FBC 2004,
Do vid W, SMith) P,E,
~
~((b(oG
ENGINEER
STANDARD
SHEET OF
NOTES
NOTES
OF 5
DATE
3 NOV 2006
SCALE
JOB NO
ENGINEER LICENCE #53608
DESIGN/DRAWN CHECKED
R. GOLLHARDT D.W.SMITH,P.E.
2006-65
OJnlllS8ns J8 N\dJ HSJH~J8lJ
OJd\dl SH~JS HIlMn9
OJdd\dl J8 01 l\dl~Jl\dH
~DICJCJ~8 CJDd\d^ 'lIDS
OJ1\dJCJl NOSlOd OJIJ\ddHDJ
NIyI3lJ CJ3^D CJ3lCJ~IyI8: ~Ddlyl^
AlDd l1N 9 NO HS3N 9X9
01# HIlM CISdOO~2) JIJCJJNOJ "v
HnNlNlN d~l l3MDO ,,~2
N\dld CJ3d 031\dJOl
ll3J 031nDCJQ NI ODCJ3CJ ~#
~9-900Z
'j'd'Hll~S'M'O 10tJVHllO~ 'dv002 JaJ CJln 30 1DEd UO!tJas pU1l ~O-L JJS\;I Yt!M aJU1l!1dwoJ U! aq
0]>D3HJ NI'\\;1CiO/N'JIS30 0+ +! puno3 PU1l U1l1d 5111+ paMCJ!^aJ aMIY I +oy+ AJ!+JaJ AqaJay I
900 Z AO N ~ ,,0 -, l =" t / l tau 'at6~L2JAydaz :l]\;IH- 3 L980- [2s-2~E :X\;Ij t;980- r 2s-2t;E3NDHd
]1\;10 3l\;1JS ~2~EE ~O]CJDlJ 'AIlJ ]O~O-J^]~O NOiS~ll~M 6066
JNVJ7flSNOJ QNIN33NIQN3 SJJ3fONd
809E~ ~38NnN 3SN3JIl ~33N]~N3 lvNDISS3jD~d vaI~Dlj
-3-d 'H~IWS-M-a
Gtc;~~ lJ SllIH~L,\Hd3Z
lJJtjlS H1L l c;G8t
H383M 331VNO ~ 01VNOH
809E~# 3JN3JIl ~3]NI~N]
ON 80r
~Q)~J\'
~
~ JO Z
NVld NOI1VONnOJ
NVld dOOlJ
JO 13]HS
E;6L6 -99L -E;t8
XJIN )Jj SNV7d NQIS3U
~
HJ\d3 2 HIlf'\ SQNIlDDJ ,,91 X "B
l\dJ1dAl-SCJl\dHJ NO SnOnNIlNDJ SODCJ ('8/~) ~#
7IVl30 :JNIlOOd
77V MJV3lS 7VNOIldO
l---~" 91
03nlllS8ns 38: NIyIJ HS3NCJ38:1J
03dlyl1 SN\d3S H11M,,9
03dd\dl 38: 01 l~lCJ31\dN
~DICJCJ\d8: CJDdld^lIDS
031\d3~1 NOSlOd 031J\ddHDJ
N\dJlJ CJ3^O CJ31CJCJld8: CJDd\d^
AlOd l1H 9 NO HS3N 9X9
01# H11M CISdOOt;2) 313CJJNDJ ,v
f
CD
~
~
y
<
1>
/U
>--1
i'l
(/)
~
NnNIN1N dlyll lJMOO "S;2
N~ld CJ3d 031\dJOl
ll3J 031nOCJQ Nl OOCJ3CJ t;#
HJ~3 2 HIlM SQNIlDDJ ,21 X ,,91
l\dJldAl-SCJI\dHJ NO SnOnNIlNOJ saoCJ CuBIt;) t;tf
Ntl7d NOIlTtUNflOd
d\dl CJ311d/"\ 301S1nO
( 1'iJ
(.,J
dlyli
dldl
~
lI\d130 QNIlDDJ 33S
'JS1f'\CJJH10 NnNIXIyIN JO 19 'SQN1N3dD CJOOO ONIyI
SMOONIf'\ ll\d JO JOlS HJld3 lid OJ1~JOl
llyllN3l 01 QNI1DDJ
NDCJJ ll3J 03llU NI CJIyI8:3CJ ~#-1 S311y1JION1 ~
~
:3l0N
---------(0-
I /
. ..
r .2
: ~..
".. n2
X~N JO ,v 8\dlS /'\IN OlNl .21 ON\d
8~lS l~NlQlCJO OlNl ,,9 OJOOJ8Nl CJ~8:]CJ ~# HiIM
8:~lS QN11SlX3 01 OJ11 8\dlS /'\3N
I
I
I
I
I
I
I
:~
I
__-.J
.
"E I
.
.
I
(JsCJnOJ ~JHIO ACJJ^]) ll~M >iJOl8 MJN OlNl ,21 ON\d
ll~M l~NIQICJO DiNI "B 030038NI CJ~8:3CJ ~# Hi 1M
Sll~/'\ QN11SIXJ 01 0311 Sll~M NDI1IOO~ MJN
N011JJNNOJ I
CJ3f'\3S 01 ~
UJ "v
"v-,n
7IVl3U ONIlOOd
JIHlA70NON 7VJldAl
~
Ntl7d
tJ007d
J(jnlJn(jlS ~NI1SIXJ
..
"V-,n
1
~NINJdO dOOO MJN llV1SNI
,,8-,v-
119-,2
lCJ^ 112>-,-,
w
,
I
~
~
JtjnlJndlS ~NI1SIXJ
lJSOlJ
0-[
~
~
fl.)
,
I
CD
~
...
"V-,n
~
03n111S8:nS 38 NldJ HS3HCJ381J
Q3dlyl1 SNIyI3S H11Mng
OJdd\dl 38 01 l\d1CJ311ylN
CJDICJCJ~8 ~Od\d^lIDS
031\d3CJl NDSlOd 031JlddNDJ
Nld3lJ CJ3^O CJJICJCJIyI8: CJOdlyl^
AlDd lIN 9 NO HSJH 9X9
01tf H11f'\ CISdOOs2) 313CJJNOJ nb
Q
~
~
>-'-'
W
,
I
-t>.
~
fl.)
,
I
CD
~
SYMBOL
$
$3
o
o
OGFI
OAFI
~
[RJ
,,~
~V
.
~
I \
<J'1>
w
A
s6)D
n
( J
(, I I
'....' I .....-J
'- +-t'
-,.J..,.,~___
'" '\ \
/ , \ '\
<VI \.->
DESCRIPTION
SwITCH
3 wAY SwITCH
110 V RECEPTICLECl/2 SwITCHED)
110 V RECEPTICLE
110 V RECEPTICLE - GROUND F AUL T
110 V RECEPTICLE - ARC F AUL T
220 V RECEPTICLE
RECESSED INCANDESCENT
LIGHT FIXTURE - wALL OR CEILING CTYP)
EXHAUST BATH FAN
FLoURESCENT FIXTURE
FLOOD LAMPS
TELEVISION ANTENNAE PLUG
TELEPHONE JACK
SMOKE /FIRE DETECTOR/ALARM
CEILING FAN oNL Y
n
I J
(......... I,
,-'~,,~'~J
:>;1",~__ CE lLING FAN /LIGHT
/' /1\ '\
<VI \;
FAN W!L
CD ELECTRICAL METER
D ELECTRICAL PANEL
\
\
EXISTING STRUCTURE
EXISTING STRUCTURE
ELECTRICAL
ELECTRIC NOTES:
IN ACCORDANCE wITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATION CODE)
ELECTRICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET
ALL APPLICABLE CODES, THE SYSTEMS DRAwN HEREON ARE BASED UPON THE
HOMEOwNERS/CONTRACTORS REQUIREMENTS,
ALL ELECTRICAL OUTLETS IN BATHROOMS) KITCHENS) AND EXTERIOR AREAS ABOVE
COUNTER HEIGHTS AND wITHIN 6'-0" OF SINKS SHALL BE GFI. (GROUND FAUL T
INTERRUPTER)
ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE wIRED INTO AN ARC-FAULT
INTERRUPTER "AFI" CIRCUIT,
SMOKE DETECTORS SHALL BE PLACED IN EACH BEDROOM AND IN HALLwAYS AREAS
ADJACENT TO BEDROOM AND OTHER LIVING AREAS, SMOKE DETECTOR PER SEC 905,2,5
GROUND wIRE FORM REBAR TO ELECTRICAL PANEL PER NE,C,
EXISTING STRUCTURE
~ [~/,-
X
-/l>.
.
,~)NEW DUCTS TIED TO EXISTING
/'
&.' ~ - - - - --- -
+v
)1.
~
~
EXISTING STRUCTURE
HVAC
NOTE:
MECHANICAL CONTRACTOR TO DETERMINE UNIT SIZE
IN ACCORDANCE wITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATION CODE,
MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE
RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRAwN
HEREON ARE BASED UPON THE HOMEOwNERS/CONTRACTORS REQUIREMENTS,
DESIGN PLANS BY RICK
813-765-9793
ELECTRICAL PLAN
HVAC
SHEET Dr
3 OF 5
RONALD & ONALEE WEBER
4825 17TH STREET
ZEPHYRHILLS FL 33542
D.W.SMITH, P.E.
FLORIDA PROFESSIONAL ENG[NEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DRIVE-DADE CITY)FLDRIDA 33525
PHONE: 352-521-0865 FAX: 352-521-0867 E -MA I L: zephyr27~gte, net
t~
~d~( OG
SCALE DATE
1/4"=1'-0" 3 NOV 2006
JOB NO
] hereby certify that I have reviewed this pla.n a.nd found it to DESIGN/DRAWN CHECKED 2006-65
ENGINEER LICENCE #53608 bE' in COl'1plia.nce with ASCE 7-05 a.nd section R301 of the FBe 2004. R. GOLLHAROT O.W.SMITH,P.E.
ENGINEERED
111-4"
I
I I I
I I I
i
I I
i
I I
I EXISTING STRUCTU RE
I I
I
I
~
~
I I
,
(Y)
~
i
II
I
j
I I I
I
I I
I i I I I
ROOF TRUSSES @ 24' O.C./ EXISTING STRUCTURE
NOTE
ALL PRE-ENGINEERED wOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY
TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABLITY DR ECONOMICS, CHANGES SPECIFIED BY THE TRUSS
MANUFACTURER SHALL CONTROL, CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD; MUST BE
APPROVED BY THE ENGINEER OF RECORD,
THE ENGINEER HAS NOT REVIEwED THE PRE-ENGINEERED TRUSS MANUFACTURER'S LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS
INFORMATION IS SUPPLIED TO THE ENGINEER,
GABLE TRUSS BRACING PER TRUSS COMPANY
SEE CHART THIS PAGE
1/2' CDX OR OSB SHEATHING NAILED wITH 8d COMMON
NAILS 6' O.C, ON ALL EDGES AND IN THE FIELD
EXCEPT AS NOTED, RIDGE VENT PER SEC 2309,7
11
81
GABLE TRUSS VERT wEB L-BRACING
USE (1) 1X4 L-BRACING FOR wEBS UP TO 61-11/
USE (1) 2X4 L-BRACING FOR wEBS UP TO 81-0"
USE (2) 2X4 L - BRACING FOR wEBS UP TO 9/-8"
USE (1) 2X6 L-BRACING FOR wEBS UP TO 12/-6"
USE (2) 2X6 L-BRACING FOR wEBS UP TO 14/-0"
2X4 DIAGONAL 48' DC. NAILED wITH 12d COMMONS
AND INTO THE SIDE OF THE STRINGER
,
,
,
,
,
, ,
, ,
''''... '''',
, ,
"... "....
, "
"""',,'
,
,
",
, ,
, ,
"''''''''' ......,......
" "
" '....
, ,
"'<
,
,
,
"
" "',
, ,
'.... "
" "
, ,
, ,
, ,
"'<:
VINYL SIDING OVER
1/2' CDX F"ASTENED wi 8d NAILS
4' ~ EDGES&8' IN FIELD
NO BRACING REQUIRED FOR wEBS UP TO
41-11/ IN LENGTH
TRUSS
LA YOUT
NAIL L - BRACES wITH 10d NAILS
2" O,C, IN 18/1 END ZONES AND
4" O,C, BETwEEN ZONES
PROVIDE FOR CONNECTIONS OF 160 PLF OF
UPLIFT OVER CONTINUOUS BEARING
,
,
,
,
, ,
, ,
'''''... ......,....
, ,
, ,
, ,
, ,
, ,
, ,
----- ---~--~
2X4 STRINGER 48' DC
NAILED w1TH (2) 12cl
COMMONS IN EACH TRUSS
1/2// CEILING DRYwALL
CD
@
Q)
G
USE SIMPSON HETA 20 DR EQUIVALENT RATED 1810# UPLIFT
AT ALL TRUSS TO BOND BEAM CONNECTIONS
USE SIMPSON MGT DR EQUIV, RATED 3960# UPLIFT AT ALL GIRDER
CONNECTIONS TO BOND BEAM UNLESS OTHERwISE NOTED
USE SIMPSON MGT 'vi / PHD5 EQUIV, RA TED 3835# UPLIFT AT ALL GIRDER
CONNECTIONS TO wOOD BEAM OR BEARING wALL COLUMNS ~ToP PLATES
FASTEN PER MFGR'S SPECS,
ATTACH TRUSSES TO MAIN ROOF ON ENTRY wITH
SIMPSON VTC2 VALLEY TRUSS CLIPS PER SPECS
FOR THE MAX UPLIFT OF 405#,
1 I
2x8 DEAD wOOD FASTEN TO BOND BEAM wi 1/2' xl' EMBEDMENT
ANCHOR BOLTS @ 3' DC, MAX,
USE 16cl NAILS @ 8' DC TO ATTACH THE BOTTOM
CHORD OF THE GABLE TRUSS TO THE 2x8 DEAD wOOD
NAILER AND 8d NAILS TO ATTACH THE SHEATHING
TO THE GABLE TRUSS 4' DC @ EDGES 8. 8' DC @ EDGES
NOTE:
GABLE BRACING DETAIL
1-#5 REBAR IN FILLED CELL FROM
FOOTING TO LEN TAL
AND DOOR OPENINGS, 81 O,C. MAXIMUM OTHERwISE,
SEE FOOTING DETAIL
MATCH TO EXISTING ROOF PITCH AND OVERHANGS
..
11/-4"
J
..
13/-4"
~
111-4"
J
~
'.0
I
3068
+25/ 27
-+A TCH EXISTING~
C)
~
,
C)
~
o
SOUTH ELEV ATJON
EAST ELEV AT/ON
NORTH ELEV AT/ON
ENGINEER LICENCE #53608
RONALD & ONALEE WEBER
4825 17TH STREET
ZEPHYRHILLS FL 33542
D.W.SMITH, P.E.
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTDN DRIVE-DADE CITY, FLORIDA 33525
PHONE 352-521-0865 FAX: 352-521-0867 E -f'1AIL: zephyr27@gte, net
] hereby certiFy that I have reviewed thiS plan and Found it to
be in co~pliance with ASCE 7-05 and section R301 of the FBC 2004.
DESIGN PLANS BY RICK
813-765-9793
TRUSS PLAN
ELEVATIONS
SHEET OF"
4 OF 5
SCALE DATE
1/4"=1'-0" 3 NOV 2006
DESIGN/DRAWN CHECKED
R. GOLLHARDT D.W.SMITH,P.E.
JOB NO
2006-65
PRE -ENGINEERED WOOD TRUSSES @ 24" OL MAX
TRUSSES SHALL HAVE GALV, METAL SEAT PLATES
UNDER THEM WHEN BEARING ON MASONRY
25 YEAR WARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER
SHEA THING TO BE 1/2" 4 PL Y CDX DR PL Yw w /8d RING SHANK
6' O,C, 4' O,C, FOR FIRST 3 TRUSSES FROM GABLE ENDS
USE 112' STEEL PL YCLIPS, RIDGE VENT AS REQUIRED
PRE -CAST CoNC SILL 8" wINDOw
INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS
CONTINIoUS ALUM DRIP EDGE OR GUTTER
2X4 wOOD SUB wITH ALUMINUM
SOFFIT AND FASCIA TRIM
\
\.
\
wINDOw SEE SPECS
gr'Xgr'X16" CMU TYP,
DECORATIVE CEMENTUOUS FINISH
VARIES0-
''''''''''I",~
~'."-I.,...
16' X 12' MONOLITHIC SLAB !~
w / ( 2) # 5 BAR SON C H A IRS 4/ - 0 /I O'c
BOTTOM OF FOOTER SHALL BE 12' BELOw/GRADE
I
1/2/1 CEILING TYPE GYPSUM BOARD
R-30 BATT INSULATION (MIN) ATTIC SPACE
OPTIONAL BLOWN FIBERGLASS INSULA TION
USE (1) SIMPSON HE T A20 STRAP POURED IN LINTEL AT EACH TRUSS
LOCATION, EXCEPT AS NOTE ON TRUSS LAYOUT, FILL ALL NAIL HOLES
wITH 10d X 1 11211 NAILS
(1) COURSE 81X8" KNOCK-OUT BLOCK FILLED
SOLID W/(1) #5 BAR, TYP, AT ALL SOLID wALLS
PRECAST CONCRETE LINTEL
1/2'1 DRYwALL OVER R5,4 CELOTEX UTUFF-R'
INSULATION BOARD AND FURRING
4" THICK CONCRETE SLAB w / 6X6 10/10 WwM
REINF DR FIBER MESH OVER ,006 PLOYETHYLENE VAPOR BARRIER,
HOLD MESH IN TOP 1 112' OF SLAB,
SEE MANUFACTURERS RECOMMENDATIONS FOR QUANTITY
OF FIBER MESH IN MIX,
STANDARD 90 DEGREE BEND wITH 2511 LAP MINIMUM
....
CLEAN COMPACT TERMITE TREATED SOIL
./
"""","',..,., ...','''''''_.,~
,<...~-
TYPICAL
\VALL
SECTION
.,..,-"~"..,
'~""'"
MIN 25u LAP ~ /""
-/
HEADER BLOCK,/
~
/
I
/ (/)
W
f---<
QC
<[
, >
I
\
\
""..",
.~.,..,
PRE -ENGINEERED wOOD TRUSSES @ 24' O,C, MAX
TRUSSES SHALL HAVE GAL V, METAL SEAT PLATES
UNDER THEM wHEN BEARING ON MASONRY
25 YEAR wARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER
SHEA THING TO BE 1/2" 4 PL Y CDX DR PL YW w /8d RING SHANK
6' O,C, 4' O,C, FOR FIRST 3 TRUSSES FROM GABLE ENDS
USE 1I2u STEEL PL YCLIPS, RIDGE VENT AS REQUIRED
\
4" THICK CONCRETE SLAB w / 6X6 10/10 wwM
REINF OR FIBER MESH OVER ,006 PLOYETHYLENE VAPOR BARRIER
HOLD MESH IN TOP 1 1/211 OF SLAB.
SEE MANUFACTURERS RECOMMENDATIONS FOR QUANTITY
OF FIBER MESH IN MIX,
....'.,~,<"'"
~ ~~"".~..
INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS
CONTINIOUS ALUM DRIP EDGE OR GUTTER
2X4 wOOD SUB WITH ALUMINUM
SOFFIT AND FASCIA TRIM
VARIES
SEE PLAN
8"X8'X16' CMU TYP,
DECORATIVE CEMENTUOUS FINISH
1/2' CEILING TYPE GYPSUM BOARD
R-30 BATT INSULATION (MIN) ATTIC SPACE
OPTIONAL BLOwN FIBERGLASS INSULATION
,
I
USE (D SIMPSON HETA20 STRAP POURED IN LINTEL AT EACH TRUSS I
LOCATION, EXCEPT AS NOTE ON TRUSS LAYOUT, FILL ALL NAIL HOLE\'
wITH 10d X 1 1/2' NAILS
\
\
I
I
./'
(D COURSE 8"X8' KNOCK-OUT BLOCK FILLED
SOLID w/(D #5 BAR TYP, AT ALL SOLID WALLS
1/2U DRYwALL OVER R5,4 CELOTEX 'TUFF-R'
INSULATION BOARD AND FURRING
#5 DOwEL TO MATCH REINF
FROM FOOTER w /25' MIN LAP
....,.,..,,""""
.......'^<,....
4'X4' INSPECTION PORT
AT EACH FILL CELL (TYj)'
(3); 22}2~5M~~~~I1~ICC~kI~~ 4'-0' ol
I
I
BOTTOM OF FOOTER SHALL BE 12' BELOw/GRADE
f
I
\
\.
4' ,
\
,
\
j
I
/
f'
I
/
" gr'X16' CONCRETE FOOTER
w /(2) #5 BARS CONT ON CHAIRS
STANDARD 90 HOOK
ALTERNATE STEN\VALL
FOOTER DETAIL
\
\
STANDARD 90 DEGREE BEND wITH 25' LAP MINIMUM
,
\
\
"
CLEAN COMPACT TERMITE TREATED SOIL
"'-.'....."'..
/.
,/
..f'......
TYPICAL
SECTION
\VALL
r/
IL['[~(
RONALD & ONALEE WEBER
4825 17TH STREET
ZEPHYRHILLS FL 33542
D.W.SMITH, P.E.
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525
PHONE: 352-521-0865 FAX: 352-521-0867 E -~A I L: zephyr27@gte, net
I hereby certify that I have reviewed thiS plQn Qnd found it to
be in CO~pliQnCe with ASCE 7-05 Qnd section R301 of the FBC 2004
2006-65
DESIGN PLANS BY RICK
813-765-9793
WALL SECTION
STANDARD NOTES
SHEET OF
5 OF 5
ENGINEER LICENCE #53608
SCALE DATE
1/4"==1'-0" 3 NOV 2006
DESIGN/DRAWN CHECKED
R. GOLLHARDT O.W.SMITH,P.E.
JOB NO
GENERAL REQUIREMENTS
D 422
he
ches 52 r\
o b 51?
0. d heo. ed 0. to.o. e do. te
e hods 0 ts
0. d
WO
y
~es
tOO
se e
p d
9po.e
C24
52
h 0.5
ps
he
5 b I?
eated wood
ed
ess e p ese 0. e y
eo. ed
e
be 0 p ywood 5
co
ho.n
e5s
pees
eated wood sho. be at ho dpped 9
5 0.
9
e
st
e
be
o
9s 0. d oats 0. e e
o.n pp 0 ed e hod at p
1")0. e 0. 5 0
9 t e to
p50.d
DNS SEe ON R40
e
co t 0 the des 9 o.nd const uct 0 of the fo ndo.. ton 0.. d fou do.. on
ed a. d sto.. ed o..cco do. ce w th AF8.PA Repo t No 7 see Sect on R30 2
ho.pte sho. be pe M tted to be used fo wood foundo. tons 0 y n the
oaf
0. 5 o-t e ceed 9 50 fee-t
const uct on of foundo. i; 0 5 n 0. eo..s
0. e Zone sho. co p Y w h he
es wo.. S 5 opes
0.. 5 0 swo. es 5 0..
oh b t 6 ches
e d 0. o.ge o.wo.y
st cs he
st cs 0. i; 0.
co. eo. o.i;on
he oo.d beo. ng 0.. es n o.b e R40 4 sho.. be o..ssu ed
h
VA UES Dr
S a
DAD BEAR NG PRESSURE
2 000
4 000
3000
foo-t
0.. d GP
5 ty 9 a e
ode o.yey 9 a e 2000
o..yey 5
0. d so.ndy 5 i;
500 b
5
squo.. e foot
00479 kN M 2
-the 0. owab e beo.
9 capo.c t es of the so sho. be po. t
Qwo.b e beo. ng capo.c tx of ess tho.n
ng capo.c ty sho. be aete ned by 0.
be eMO ed to 0. depth o..nd wdth
o.nd sho. at be used 0.5 f 0 stab zed
of AS M C 270
ucted 0..5 set fo th n o..b es R404 1
sho. be n
5 of To.b e R6071
th ough R404
4 o..nd MO to.. sho..
es 5 ng systeM sho.. be ype M SoN MO to..
heo..d o..nd bed 0 nts sha be 3
the bed 0 nt of the sto. t ng cou se paced 0 e
64 rm 0. d ot MO e tho.n h 9 MM
8
h
ow ng to e o..nces f OM the spec fed d Mens ons
e
5 desQned o..nd const ucted n o..cco do..nce
sho. be p o.ced w th suff cent pressu e to ext ude
not be pe M Hed Any un ts d stu bed to the extent
be eMO ed 0. d e 0. d n f esh MO to. Su fo.ces to
de ete OU5 Mo..te 0.. S
be 0. d w th fu heo..d o..nd bed 0 nts o.nd 0.
sho. be f ed
nte
o nts tho.. t 0.. e
0. heo.d o.nd bed 0 nts sho. be f ed so d y w th 0 to. fo 0. d sta ce n f OM
e5s tho..n the thckness of the fo..ce she
n MO to..
nch 127
1~ ches
ants 'Wo. t e ends sho..
M
38 MM nto the 0 to..
engo..ge oute
bed of 50 d
gout 0
o to.
ches 89 r'1M th ck fa expo..ns e 50 5 see Sect on
of conc ete sho.. be 0..5 set fa th n Sect on R4022
top so o..nd fa e9n Mo..te 0..
0.. he f sho. be co lpo.cted to
depths sho.. at exceed 24 ches
eMo ed
55 e
6 0 Mr\
fa M
fa
02 MM bo..se cou se co 5 st ng of c eo..n 9 o..ded so..nd QI 0.. e c ushed sto e 0 c ushed
5 09 Po.ss 9 0 2 h 5 MM 5 e e sha be p o.ced 0 the p epo. ed 5 bg o.de when the 5 ab
5 not
G oup
9 0.. e
n
po yethy ene 0
p o..ced oetwee
eta de May be oMtted
ut ty bu d ngs o.nd othe
apped at ess ho.n
o se 0 he p epo. ed
unheo.ted o.ccesso y st uc u es
f o.two knot ke y to be e c osed a d heated o.t 0.
bo..sed on oco. 5 te cond tons
date
ate
2243R 0 0 he o.pp 0 ed
nd 0
n 5 o.bs fa one o.nd
ce e t F be
engths 0 d doso.ge o.MO nts
2
2
FLOOR FRAMING
e
e
h he p 0 5 0 5
5
hs
I? R5022
d Se
0.5
Q...
FLOOR PLAN
6
e w h
dd
b
ed w
5 se
be p
d 0
es 5
e
2004
d R30342
e R30 2
e
S h
eel
0.
the bu d ng off c 0. opp 0 es he use
e w th th 5 code
w th 0. eMO o.b e po.pe o.be
ceed ng squo.. e foot 009 1'202
o.cco do. ce w h Sect 0 RJ 8
n e posed 0. eo. ~ho.
A othe po.. es n the
0. d
2 9
eol w dows sho. be 0
g 0.55 edges sho.
o g uol 0. eolges sho..
at be seol
e ed w oIows
0. 0 5 es 0
ch as those d co. ted o.s def eol n
G o.z nQ sho. COMp Y w th the
n able R3083
fa use n f e 0100 S o.nol othe fees S o.nt oco. tons sha co p Y w th
0. aus es sho.. co p Y w th Se to R3082
WD 9 P pe Y
5 0 0. ed e
AND ECONOM C
'W A ER DU 'WHEN HE
'WHEN HE CONDENSA ON DRA N
S RECOMMENDED HA OU
oco. to 5 fa the p poses of 9 o.z 9
2
3
4
5
0100 o.sse b es 0. el po. e 5
5 d g 0.. d b fa 01 coset
6
5 bo.. thtubs 0. 01
whe e the bottOM
co. Y o.bo e 0. Y
e t co. edge
5 ess
teMs 5
es hot tubs
of 0. bu 01 ng wo.
5 ess tho.n 60
7
7
72
3
4
8
9
feet 0836 M 2
ded 0. e
9 poo 5
o.bo e
o.pp y
9 4
ches
Y of 0. wo. k 9
e -the p 0. e
t eo.oI of 0.
ches 524 M
o
E ep
o.nol uses 0. e exeMpt f OM the o..bo e ho.zo.. dous oco.. tons
n h 76 r'lM sphe e 5 o.b e to Po.ss
2
3
4
o.n nte en g wo. 0 0 he pe Mo.nent bo.
e
e of the doo
1'1 0. C oseol
9 4 M 0
5
on o.cce55 b e
f 00 he bo.. sho.. be
745 kg M w thout
6
te 7
0.. ent
8
9
9
f
92
o.te 0.
0..
ghts
ho.t
he
h
o.ye fa g 0.55 po.. es
t po nt of he 9 o.ss 5
0. eo. fa h ghe
076
M
e gthe eol 90.55 0. eto.. ng 5C een Meet 9 the equ eMent5 of Sect on
he 9 0.55 except fa fu y teMpe ed 9 0..55 tho.. t Meets e the cond t on
ed 9 o.S5 0. eto.. n ng 5C een Meet 9 he
except fo e the canol t on 5ted 1'1
o.ny type steel n Sect on R308 6 2
g e 9 o.z
the
boo.. 01 po.ne
tho.n
G 0.55 S oped 30 deg ee5 052 o..d 0 ess
tho.n 0 feet 3048 M o.bo e 0.. wo.. k ng 5 fo..ce
nsto. ed w thout 5 een ng n the 5 oped 0.. eo..s of g ee houses
dge does not exceed 2~ feet 6096 MM obo e g o.de
be co..po.b e of suppo t ng tw ce the we Qht of the QI o..z ng be f M Y o.nd
ng MeMbe 5 o..nd ho.. e 0.. esh open ng or 0 MO e t1'1o..n nch by nch
w th 0. P tch f 0.. tte tho.n th ee un t5
on 0.. CU b exte d g 0.. t eo.st 4 nches
n the Mo. ufo.ctu e s nsto. 0. on nst
1'1 2 un t5 ho zonto.
o..ba e the p o..ne of
esteol by 0..1'1 o..pp 0 eol
g Mo. fo.ctu e
e en1:5 of AAMA wDMA
AS 202
ROOF FRAMING
o.to Y and sho.. be o..be ed w th
o.do..ppoedeo. o..tonentty
to. y Spe f co. to s fa Sky ghts
600
a
5
o Se 0 R802
ha ge b y w h
o.y be sed
d 9
w e 5 b e ed
h
sh
M D 3 3
o
9 o.des 0. d
eo. h o.f e
o
d
9 5 0
ci e 5 0 5 5 0. be p 0 ele ci
bo.seci
be
M by 6
e
ed
app 0 eci
d aw 9
pp
se
o e h 0
9
es
d doo
sse b es 0
e
9
d doc asse
ed
e s 0. ways sho.
e ci
e
36
4
5
ed
se
t eel wee
ed by b e
3
b
e
e
e e
e
R6 2
s se
o 5
eel
e 9
ed 5 SPe
iN S
ed 0. eI
eb
ed 0 e
'3JIOHJ jO S~OOO 3Hl ~Oj SNOI1Jn~lSNI NOll VllV lSNI
03~33NI:JN3 3Hl NIV 180 01 ;\1IlI8ISNOdS3~ S~30lln8 3Hl 38
lllM 11 N3Hl 03Sn 3~V S~OOO n~l- V~~3Hl NVHl ~3H10 jl
LZ88 - L~r; (008) 'Hd OIHO 33~nv~ 3^1~0 SONVlOOOM L89l
NOll V~Od~OJ n~1-V~~3Hl ;\8 03HSIN~nj SVM NOll V~~OjNI SIHl
dl~lS >1Jn8 HJV3 ~3d SlIVN-l ~ jO Nl~ V 3Sn
JO ,,9
JO ,,9
JO ,,6
JO "Z l
S30lS
ONV dOl lV
:JNIJVdS llVN-l
,,0 - ,Z; l
,,0 - ,Z; l
"l - ,8
,,0 - ,L
"v - ,9
,,0 - ,L
"l - ,~
H10IM
:JNIN3dO
~n~lxv~
"v .c;
lH:J13H
8NIN3dO
~n~lxv~
'3ZIS :JNIN3dO H:JnO~
lV10l NO 03SV8 MOl38 031 VJIONI 8NIJVdS 1 V SlIVN-l N08~VJ H81H ,,8/~ l X "L60' 8NI>iI^ 3Sn
(SM3~JS NOJdVl ;\ lNO 'S>iJn8 XZ NI 03Sn 38 01 10N JtN SlIVN-l ) tj]8~nl 3Nld ld Z# XZ ~O Xl
8NI3Sn S8NIN3dO .:JO S30lS ONV dOl 3Hl NO 3J31d SnOnNI1NOJ V 38 01 3~V Sdl~lS >iJn8
S>iJn8 XZ NO ;\ lNO ONV SNOll VJOl 031 VJIONI llV 1 V M3tJJS OOOM OV3H SdllllHd "zl l z I 8# V 3sn
.:JSd O'L V - / .:JSd OLv + S3lll30lS OM 1M 3l8noo
.:JSd 0'09 - I .:JSd 0'09 + S3I1l30lS/M 3l~NIS
.:JSd O'L9 - 1 .:JSd O'L9 + 3l~NIS
::JNll V~ ]~mSS]tJd N:JISJO
'03NIV180 SI llVM ;\~VNOSV~ 3Hl OINI NOSdVl 3Hl .:10 lN3~3:JV:JN3 "vll l 'NI~ V lVHl HJnS 38 lsn~ Hl:JN3l
3H1 ONV 03sn 38 lsn~ S~OHJNV 3l3~JNOJ 3d;\1 NOSdVl (Z'v'V'LOL~ ~ ~'V'V'LOLl SNOI1J3S-8nS ONV
SOOH13~ 3:JV~OHJNV t't'LOn NOI1J3S J8.:J) "Z'l l NVHl SS3l SI >iJn8-8nS 3Hl 3tJ3HM SNOI1VllV1SNI ~O.:J 'z
'NI3~3H 031SIl S:JNll V~ 3~nSS3tJd N8\S30 3Hl 033JX3 iON 00 S3tJnlJmHS ~3H10 ONV
S:JNIOlln8 eJO.:J SOVOl N:JIS30 ~nv\jINI~ L 3JSV ;\8 03NI~~3130 SV S1N3~3~ln03~ 3~nSS3~d 3~3HM ONV
300J :JNIOlln8 VOI~Ol.:J 3Hl 01 :JNleJ3HOV SNOll VJOl NI 3sn ~O.:J 031 VnlV^J NJ38 SVH ~31S^S SIHl 'l
:310N
'd01S 031388VeJ "Zll V H11M ,,9l!6-v NI~ V :JNltJnSV3~
3Nld lNlor~3:JNI.:J 3tJV S8~vr 30lS ONV OV3H 3H1 :NOI1dltJJSI0 lVtJ3N3:J
OXXO 'XX 'OXO 'OX 'XO 'X :SNOll v~n8UNOJ 3l8vsn
S311l30lS OM/M ,,0,8 X "v,'; 01 dn 3l8noo
S311l30lS OM/M ,,0,8 X "v,r; 01 dn 3l8NIS :3ZIS lVNI~ON llV~3^0 ~n~lxv~
~J1S^S S3~V~.:J OOOM ~OOO 8NIMS-lno n~1-V~~3H1 :SNOI1 VN:JIS30 l300~
S31Il3QIS/ f\
(:jOOQ Jl8nOQ
n - 1-,,9
,-
1/ ./ -119- ~1I9-
I/E- -
I/E- - i- f-liE
- -
IIE- - -II -' - -liE - IIE- - :- - -/IE:
, D
I
d, ch
j~ - J (
- - -P
~
I
nJ
- ~
- ~
-
- -
nJ
~
~
- -
T - -
nJ
(jOHJN'v 3dAl ~
~
NOJdVl , 9~/~~
I
I J,
(J\
~ j~
I I I I
11[- ~' '~ , -II [
- - -1/ -liE IIE- - - -
,,[- ~
,,[- - - -/I J
_,,9--119- n - ~I/c -liE
II ./ -
(/)
V
J>
n
I'l
I'l
<
I'l
Z
I
(jDI(j31NI
dDDQ 3l~NIS
~Jn8-8nS XI 01 8H~1 Q~JH
~NIMSNI - llIS/Q~]H ~NI~OHJN~
1/9- -119-
I I
r- d'I d'I
, ~~ ," - ~r
~
~
r\)
r\)
~ ~
~- - - ~
0L-
D
3:
f---<
Z
J> f--'-> f--'->
(J\ - - (J\
I " ~
CD
...
I ...
..
C) I';
CD '"
" '< CD
t-- - ~ -1 "
t::j ~
D
D
/U
I-'-> f--'->
D 0' (J\
~ ~
v - -
I'l
Z - (jOHJNV JdAl/ -
f---<
z NOJdVl
,,9 ~/~
t -
; r\)
~
~ "
- -
C\
I'
-1/9- -1/9
- -II
'JD /181 'X\;;7N-- -
CJOOQ
)jJns -sns XI 01
8H~1 JQIS l\;jJI1~J^
>-'
Q\
,
S!'\ HJd .2/1 2 X 8#
31Il3QIS
SM HJd 1/2/1 2 X 8#
w
.
8NJNIH .17/1 I
:s::
J>
X
:s::
~
z
" .. t. "
" .
-fiN] NIN ~II
'. .'
......
......
Ul
:s::
~
z
Vi
I
~
:s::
Vi
--0
J>
n
~
>1Jna Xl
QNICJCJnJ 2X 1
llI;JM"cH] 1/2/1
CJDHJNI;J 3d,,1
NDJdl;J 1 1191/E
~
1 ."'.
'". ,
rJJ\;IdS NIHSX\;IH .E'
>lNIS-J NIN .91
SM HJd
.2/T 2 X 8#
...J
W
f-
Z
...J
..
"
.'
~ '..
rl
:s::
to
. .. ...
"
>- .....' ,.
~
z .. "
o. ,~
C/l
~ .'
~
..
" .
'.. r J
"I J
.
,
.
. .
. '
. .
..
. .
',r, .",.. ,",
, .
..,,. "
, . "'"
, .
. ..
. .
., "
.~ ,. ~.
...
CJDHJN\7 JdAl
NDJdl;J 1 .91/E
>Dn8 Xl
:JNICJCJnJ 2Xl
lll;J!'\"CJCI .2/T
......
"
.j:>
.
l31Nrl ^ClNDS\;l~
:s::
~
z
rl
:s::
to
~Jn8-8nS XC? 01
SH~I JQIS l~JI1~J^
......
W Q\
. ,
HrJJ NlrJ .vll I
3: :s::
J> ~
X Z
. .
. ..,.' .~
"
'8NJNlrJ ~1I
......
......
Ul
:s::
~
z
, .
Vi
I
~
:s::
Vi
u
J>
n
~
. .
l' .' ."
~
. .
..
'.
.
,
rD"dS "IHS 'X"" .8
>lNIS-J NlrJ ,91'
SM HJd
...J
W
f-
Z
~
...J
>-
~
[5 "
C/l
~
~
~ .., .
",
.'
. .
CJDHJN\7 Jd,,1
NDJdl;J 1 u911E
>Dna X2
:JNICJCJnJ 2Xl
ll\7!'\"CJQ .2/1
.' .
r .
t! .
.
.
.
. .
. .
f,'" ...
, ...
,.: ". ,.' ) ,".. ..' -
.. ... ,. ,
... '1' ,. " .f. .',
>Dna Xl
~NICJCJnJ 2Xl
llI;JM"CJCI .2/1
CJDHJNI;J Jd,,1
NDJdl;J 1 .911E
. .
......
"
.j:>
.
l31NIl ^ClNDS\;I~
:s::
~
z
rl
:s::
to
SJ1Il3QIS/ f\
dOOQ 3l~NIS
-II 9--- - 119 -
- 119 - -u9 -
11[- - - -II
IIE- I- - -'I -' IIE- - - -,iE
I
t. - ~
h I"
-P
~
nJ
- +:>.
- "
-
(/) - -
V
J> nJ
n ~
I'l ~
I'l
< - -
I'l
Z
I
T -
r\)
(jOHJN'v JdAl ~
~
NOJdVl , 9~/~~
1 ~ ~
I" I"
I I
I/E- I i--ItE I _I f--II [
- - ;--- 11[- - -
IIE- - - - -II
-'I 9- -'19- - I-/,E
-II~ -/19-
dDI(:jJ1NI
dODO 3l~NIS
1/
II
, r
r\)
~
"
"
L_
o
::s:
f---<
Z
J>
I
(J\
,
co
(/)
U
J>
n
I'l
I'l
<
I'l
Z
I
1
(/)
V
J>
n
I'l
I'l
<
f'1
Z
I
-<
"
r\)
~
"
t:J
o
D
/0
o
U
I'l
Z
f---<
Z
(jOHJNV JdAl
NOJdVl ,,9~/[
nJ
~
,
~
-II
119-
-'iE
'JD /181 'X\;;7
6
II
II
~
,
(/)
U
J>
n
I'l
I'l
<
I'l
Z
I
-<
"
~Jn8-8nS XC? 01 8H~1 Q~JH
~NI/'\SNI - llIS/Q~JH ~NI~OHJN~
CJDDCI
l
w
.
.....
Q\
..
......
......
Ul
:s::
~
z
:s::
J>
X
Vi
I
~
3:
n
I
Vi
~
Z
^
:s::
~
z
1/2/T 2 X 8#
S/'\ HJd .2/1
S!'\ HJd
. .
'," ,i ..,.. . ,.
,. _r
>Dna X2
~NICJCJnJ 2XT
lll;J M"CJCI u2/ T
CJOHJN\;I 3d,,1
NDJd\7 1 1/911E
, ... ,".
" " ,,..,,, ,
. .
.'
...
......
"
.j:>
.
l31NIl ^ClNDS\;I~
:s::
~
Z
rl
:s::
to
......
......
Ul
:s::
f-<
"?
"" r"
,., " ~, ' l,,"
, ,r" ." p ~',: ,.r
J1IlJQIS/ f\
(:jDOO 3l~NIS
II
-'I
ItE
(jOHJN dAl
NOJdV 1 9 l/ ~
/I
II E
II
dDDQ 3l8nOQ
liE
liE
(jOHJNV JdAl
NOJdVl ,,9~/~
2J
liE
ItE
J'D /181 'X\;;7
J1IlJCIIS
w
.
:s::
J>
X
Vi
I
~
:s::
n
I
Vi
~
Z
^
",'r .r
. ,
.. .' ,.:
. .
." . ..
,
'.
, ..
'" " " '.~ ,- ~,
..
......
"
.j:>
.
:s::
~
Z
rl
:s::
to
l31NIl ^ClNDS\;I~
II
-'I
1/
I__./f[
~
.p.r'
~
nJ
~
,
ILJ
~
,
III
~
~
J
lIE
-'iE
II
L_
1
~
nJ
+:>.
~
nJ
~
~
nJ
~
~
,
1/9
- -liE
>1Jna X2
~NICJCJnJ 2X 1
lll;J/'\"CJO .2/T
~8~~~r ~)t
15i ASPHALT FELT
UNDERLAYMENT
METAL DRIP EDGE AT RAKE
APPLIED OVER UNDERLAYMENT
METAL DRIP
APPLIED
OVER SHEATHING
ROOF SHEATHING NAIL INTERIOR
ael NAILS <RINGSHANK> 6' O,C,
ROOF SHEATHING NAIL @ EDGES
ad NAILS <RINGSHANK> 4' O,C,
USE ONLY ENOUGH NAILS TO HOLD
UNDERLAYMENT IN PLACE UNTIL
SHINGLES ARE LAID
---
---
---
---
---
---
---
---
---
---
---
ASPHALT CEMENT
ROOF UNDERLAYHENT APPLICATION
TYPICAL FOR GAF/LANDMARK SHINGLES ETC
1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE 'WITH
THE APPLICABLE PROVISIONS OF SECTION 1507 FBC, 2001
2, FOR ROOF SLOPES 212 UP TO 412 UNDERLAYMENT SHALL BE
A MINIMUM OF 2 LAYERS APPLIED AS FOLLO'WS: (SEE ABOVE)
FBC 15073,81
3 FOR ROOF SLOPES 412 DR GREATER UNDERLAYMENT SHALL BE A
MINIMUM OF ONE LAYER OF UNDERLAYMENT FELT APPLIED AS FOLLO'WS:
STARTING AT THE EAVE UNDERLAYMENT SHALL BE APPLIED SHINGLE
FASHION PARALLEL TO THE EAVE, LAPPED 2' AND FASTENED
SUFFICIENTL Y TO STAY IN PLACE UNTIL SHINGLES ARE LAID,
FBC 15073,82
4, DRIP EDGE: DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES
OF SHINGLE ROOFS AND OVERLAPPED A MINIMUM OF 2 INCHES
EAVE DRIP EDGES SHALL EXTEND 1/4' BELO'W SHEATHING AND EXTEND
BACK ON THE ROOF A MINIMUM OF 2 INCHES DRIP EDGE SHALL BE
MECHANICALLY FASTENED A MAXIMUM OF 12' ON CENTER
FBC 1507383
PL YwOOD NAILED AS SHOwN IS DESIGNED TO wITH STAND
MAXIMUM wIND LOAD RATING OF 130 MPH wITH FASTEST SPEED OF 110
15/32/1 CDX SHEA THING SHALL BE NAILED w / 8d RS NAILS @ 6" D,C,
@ E D G E SAN D 8 II 0, C , M A X , I NTH E FIE L D, USE 1 /2/' S TEE L PLY C L I pl S,
STEEL_ PL YCLIPS
3dl RS NAILS
1,1 II 1'1
II I II
1,1 1'1
I II I
1:1 II
II I 'I
I
II I II
II II
1'1 II II
II I Jj
I
1'1 ~ II ~ II
ICO II COI
I'IT 1'1 TI'I
II II II
1'1 1'1 1'1
I II I
1'1 1,1
I' 1'1 'I
I 1.1 I
II II
II II II
II 1,1 II
II II II
I 1.1 -tl.-
I' II
II I
1'1 II 1'1
II II
1,1 1'1
I I I
1,\ 1.1
I' II 'I
I I
1.1 I 1,1
II II
I" II 1.1
PL Y\JODD NAIL PATTERN (ROOF)
9' STARTER STRIP DR
COURSE OF INVERTED
SHINGLES
15~ ASPHALT FELT
UNDERLAYMENT
..
METAL DRIP EDGE
AT RAKE APPLIED
OVER UNDERLAYMENT
START THIRD COURSE 'WITH
FULL STRIP MINUS FIRST
TAB
START SECOND COURSE
'WITH FULL STRIP MINUS
1/2 TAB
START FIRST COURSE 'WITH
FULL STRIP
ROOFING APPLICATION
1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE 'WITH THE
APPLICABLE PROVISIONS OF SECTION 1507 FEC AND THE
MANUFACTURERS INSTALLATION INSTRUCTIONS,
2 ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF
2:12 OR GREATER, FOR ROOF SLOPES FROM 212 UP TO 4:12
DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED,
3, UNLESS OTHER'WISE NOTED, REQUIRED UNDERLAYMENT SHALL
CONFORM 'WITH ASTM D 226, TYPE 1, OR ASTM 4869, TYPE 1
FBC 1507,],3
4. SELF ADHERING BITUMEN SHEET SHALL COMPLY 'WITH ASTM D225
DR ASTM D3462,
FBC 150734
5. ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS DR BE INTERLOCKING,
AND COMPLY 'WITH ASTM D225 OR ASTM D3462.
FBC 150735
6,
FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS
STEEL, ALUMINUM, OR COPPER ROOFING NAILS MINIMUM 12 GA (0105 INCH
SHANK 'WITH A MINIMUM 3/8' DIAMETER HEAD, OF A LENGTH TO PENETRATE
THROUGH THE ROOFING MATERIALS AND A MINIMuM OF 3/4' <19MM) INTO THE
ROOF SHEATHING. 'WHERE THE ROOF SHEATHING IS LESS THAN 3/4' THICK THE
PENETRATE THROUGH THE SHEATHING
FBC 150736
NAILS SHALL
7. ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF 'WITH NOT LESS FOUR
FASTENERS PER STRIP OR T'WO FASTENERS PER INDIVIDUAL SHINGLE, UNLESS
OTHER'WISE NOTED ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM 'WITH
ASTM D3161 (MODIFIED TO 110 MPH) DR M- DC PA 107-95.
FBC 1507.37