HomeMy WebLinkAbout06-5573
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CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
5573
5573
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: SINGLE FAMILY RESIDENTIAL
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
Address: 4913 18TH ST
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 14-26-21-0010-00300-0070
27,000,00
Name: 0 GE, PAUL
317.50 Address: 4913 18TH ST
317.50 ZEPHYRHILLS, FL. 33542
3/20/2006 Phone: 813 689-3983
HOUSE RENOVATION, 5 WINDOWS, UPGR ELECTRICAL, PAINT
PLUMBING FEE
59,75
{.
L
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.
REINSPECTlON 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
before recording your notice of commencement. n
o OCCUPANCY BEFORE C.O.
~7 ~~~
R SIGNA RE PERMIT OFF I
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
..
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8TH st, Zephyrhills, FL 33542 ~
813-780-0020 FAX: 813-780-0021 ? 7 ~"
DATE RECE lVED '"1 ?"d-o
PHONE CONTACT FOR PERMI"TC~~~~~""')1/rJ7 :In 9760
8"7 J 6YP :t9f" J
~
PHONE
JOB ADDRESS . f ~ I 3
~u/ 6eurye-
/~.,s~
.
OWNER'S NAME
LEGAL DESCRIPTION: LOT(S) BLOCK
fV/,'r;
PARCEL ID # /1./- .2(-.)../ 0(//0" ooJC/CJ 00 ~
SUBDIVISION
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: DNEW CONSTRUCTION
o ADDITION
DALTERATION
....
IB"REPAIR
o INSTALL
o SIGN
PROPOSED USE: ~FAMILY DWELLING
o COMMERCIAL
o MOVE
o DEMOLISH
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
BUILDING SIZE
c=J RESTAURANT & HEALTH DEPARTMENT APPROVAL
(5")
~~b'P- IJrAAd--r.J ~;)~ ~b~< ~/WT
""...., /,:1 /
SQUARE FOOTAGE 7CQ ~ HEIGHT ~
DESCRIPTION OF WORK
lY"PLUMBING
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. ~~,
'Zrl2-CC V"'w~ '3 C/Y) .0 p~
ere'- ~d~/d~
PERMITS REQUESTED ~\.Aed <:in ,_ v' '~I~
---.....J __. ______ ~ ~ t"5lU~ k2/A.-'
$ ~ VALUATION OF TOTAL CONSTRUCTION Nee.. /012.-
,
~rogress Energy [] W.R.E.C. o1ti?\~
~fi.t'.6'i (S\LL'~ ~
VALUATION OF MECHANCIAL INSTALLATION
~;L )/LM })~-I~
c.:; S~ I'>
i2t1.,Ji l\bJ/ ~ Sl~i rJ (,.
IS PROJECT IN FLOOD ZONE AREAD YES 0 NO '..1
t}-t..L D&k.. T wirOJ\lV\l
t 2-p..5
/S'tJ
AMP SERVICE
~LDING
~LECTRICAL
o MECHANICAL
$
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
BUlWER ~
SIGNA;URE - .
COMPANY
~
~
i g-;: \C],
.
STATE CERT OR REGIST #
****************************************************************** . '
- LL _ '7 Z . I ~
ELECTRICIAN ~ _~ COM,PANY ~ ~/'
SIGNATURE ~7 STATE CERT OR REGIST #
******************************************************************
PLUMBER
~~
COMPANY
~~~
sr=t ," '::>
SIGNATURE
STAT6 CERT OR REGIST #
******************************************************************
MECHANICAL
COMPANY
SIGNATURE
STATE CERT OR REGIST #
*****************************************************************
OTHER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be
may be more restrictive than City regulations. The
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contraptors to undertake work, they maype req~lired
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, 813-780-0020.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign po~tions 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 indica~ion 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.
Appli~ation 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 VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
subject to "deed restrictions" w
undersigned assumes responsibiliLY
.LOJ:'
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
acknowledged
,20_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
acknowledged
20
(name of person acknowledged)
Owho is personally known to me, or
(name of person acknowledged)
C1ho is personally known to me, or
of identification)
take an oath.
Owho has produced
(type of identification)
and who Odid Diid not take an oath
Owho has produced
(type
and whoO did 0 did not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
~LA. '1977 LAWS
FS "713.13
.
SEMINOI.E FORM 408
NOTICE OF CO'MMEN.CElY1ENT
(-PREP-ARE IN DUP1..IOA:,.ZI
State of Florida }
County of . . \
The undersigned hereby informs all concerned that improvements will be made 1;0 certain real property, and in accordance
with section 713.13 of the Florida Statutes, tha'following information is stated in thi~ NOTICE OF COMMENCEMENT.
Oe.e,;pt'oo of p'openy .. .5.,~A.... .&"",/y:.. . . . .. .... , :.: 'ffJld .. . .~. . q{634: C. . . . . ... . . .. ..... . ..
..... ...............""......:. ,................................,...,....~., ,2.~h/: VI....,.. C?, .........."..........,
..,. ./-t:-: ;16. ,-: d!-:.{)(!/ a..~a?l.3.()a.:t?a t'/..,.,."....., '....,.,.,....... ,..,....",...,....,.....,
, General description of improvements... tu.1.0-'.c:kI/:~. d.~~/.(,t:, .edt--'-7;1./,,~~y. .t'lVc9rt7d..",.,......".. ',....
Ff':~~'" .4.</.. ~................ ........ ............. ........-... ......... -..............................
, Address., .fl/J,. /tJ~.,f....... ??ff~ /1..&......:.., ,~~.W),.,..... ~,........,.........,.,. ..
Owner's interest in site of the improvement, . . . , . . . . . , . . . . . . , . , . , , . , ~,. . .-, . . . , , , . . . . . ' , , . ' , . ' - , . . ' . , . , . . . . . . , . . . . , , . . . , . . . . . . . , . .
. Fee Simple Title holder (if ether than owner) . .
,
Name ,....,..-,...:. ::..~..-: ~ ~ . .. .. .. .., .. . . .. .. . . .. .. .. '.' .. . . , . .. ,'. .. . , .. . . .. .. . . . .. .. . -
1111I111111111111111111111111111111111111111111111111111111I
2006054049
Ad dress ......;.......,.........:.......................................,...,...,.
Rcpt: 979763
OS: 0. 00
03/17/06
Contractor. . . . . . , . . . . . . , . , . , . , , . , . . , . . . . . . , , , . . . . . . .- . . . . , . . . . . . . . , , . . , , , . , , , . , . . , . . . ' - , - .- , - -
. JEO PITTMANi PASCO COUNTY CLERK
03/17/06 1 :59am 1 of 1
OR BK 6890 PG 605
Rec: 10.00
IT : 0.00
Dpty Clerk
Address ,........,.,.,."..,.......,..........."....-...................,.........,
. Surety (if any) .........,..,.................................,.;".,.,.......,.......,.,',....,.....,."....,..,.,..,..".,..,.....
Address .:.."...................."...,:...".....,...,...."....,..."........:...'.'...'....... Amount of bond $ . . . , , , . . . . . . . , ,
Any person making a loan for the construction' of the improvements:
Name ,...,..,.....,...,......."..............,.,.,......,..,....,...............,.,..,.,.....,......,...........,.....,.....
Address ............"..."...",.,.......,..,..,....,....,..,. ~ .. ., . , .-., ,. , . ,. . '-" . . . . . . . , . , . , . . .. .-.. , . . ...,. , ." , ". ' . , . . . . ., . ,
Person within the State of Florida designated by owner upon whom notices or other documents may be served:
Name ...... - . .... . . . , . , , , .. . ....... . " . , . .. . . .. .. . . . . . , . . , ..... , . , . . . .. . . . . . ...' .....,.....,.".,..,:...............,.,......,
. -
Address .,.".,.,. ,-. . . , . . . . , . , . " ., , . . . . , . . . , . ,. . , . , . . . . . . , . . . . . ... . . .. , . . . .. , . , ,-, . . , , . , , , , . . . . .. . , . . . . . . . . , .. . " , , ,. , . , , , . . ....
In addition to himself, owner designates the following person to receive a copy of the Lienor's Noti-ce as provided in Section ..-
713.13 (1) (h), Florida Statutes. (Fill in at Owner's option). 'V'" .
. Name :,.,.,....",.. ~.,',' .~.~~-_..,."."...,.,."".... '.,..,.,.,."..",.".......,.,.,..."......,.,.,....,.....
Address", ,..' .." ......... ..'.'..... ....,...' "..."..,.., ,.,.. ...'.'.%' ,...', :->./7'" . yo? ......-""'-.....-----:>....~.;,.... ;......... ..,.....,..,
.....", /-"'~ -.""
THIS SPACE FOR R~CORDER.S USE OI\!LY ~ 7'~ ..r:///~~ -- .-
, ' ' /.- e-,~-'--
STATE OF FLORi DA . .. .~.. .. .. . . .. .. . ~./"",.; . : .- .. .. ;;~....;--;': .. . .. .. .. .. . .. ..
COUNTY OF PASCO Own.!!~ ,
THIS IS TO CERTIFY THAT THE FORE' . .' 1/1-d-
tRUE AND CORRECT COpy OF THE DOC GOING ISA Sworn to andsubscnbed before me thiS, , . .. . Of.. ,., ., . ;. .. ,.. . . .. .. ,. .
" . I UMENT ON FILE . , '
OR OF PUBLIC RECORD IN THIS OFFICE. WITNESS MY '/'Y7 ~ ''1lJtJ 0
H7I'j AND OFflC IA lSC A . ,"IS...LL OA V OF .....__............_.day o' ., J : .1.. . .. . · . .. . .. . . . .. . . .. . .. . . .. . .. . .~.........
a/CA,,__ , .2 .ceo~, ~.l 'J "7 ~
JE~cpr.-.Y...F...Cifl TCQURT.. . ,.~.~,~... ..,.,f."(......~:.......,.......,......
BY . .-.. DEPUTY CLERK '....~uNet W b Notary PubliC .
~-m'.\~'!..'...[{~ I en. "., e er Y'~' .. -; / / / .
.: , :', . s if at>AZ272 ~I'::-;r 0 Y - /)
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BfLDING OFFICIAL -t ~ '::l'
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po rc;..~ I BUILDING SHALL COMPLY WITH
~ ALL APPLICABLE BUll.DING,
ELECfRlCAL, PLUMBING AND
MECHANICAL CODES,
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EX. EXTERIOR
SIDING
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30 DOOR IL I _A
DC EE ~
~B EB5J x.3i
00 H
EX, STEPS
REAR ELEVATION
SCALE: 1/6" = 1'-0"
CEO. WINDOW AND DOOR SIZES SPECIFIED BASED ON "NUAIRu SIZE
INDDESIGN DRAWING 3, ALL WINDOWS AND DOORS TO BE
J-liGUlDELlNES AND STATEWIDE PRODUCT APPROVAL.
m!
}-3W
EX.. EXTERIOR
SIDING
t!> .J:t4GhI'ifSlDEELEVATION
\~SCALE:1/6" = 1'-0" BUll..DlNG SHALL COMPLY
. .I ALL APPUCABLE BunDING,
[it ([) ~~ ELECTRICAL, PLUMBING AND
U MECHANICAL CODES.
EX, ROOF
~ @tl I
J-19~ ~ FRONT PORCH
1-(; ;. 'fl'o~ c..w.. ase
EX. WINDOW TO BE FRAME[' IN' ~~ EX. EXTERIOR /(,
SEE DETAILS c:::- ~19-1 G ....c:.~ l7
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'FL~RIDA ENGINEERING SOLUTIONS, INC
PO BOX 123B PHONE: 352/5BB-0271
SAN ANTONIO, F'LORIOA 33576 F'AX: 352/5BB-0122
March 13. 2006
Morris Lopez
2701 W. Busch Blvd, - Ste 210
Tampa. FL 33618
RE: Lopez Residence - 4913 18th Street, Zephyrhills, Florida 33542
Mr. Lopez
Per your request, a visual inspection was made at the above referenced property on 03/06/06
where reported ~tructural damage had occurred. The following are observations from the
inspection:
. The residence is constructed on a concrete masonry block foundation with a wood
framed floor system supporting an exterior wood framed wall system supporting a
conventional wood framed roof system. Tax records indicate the estimated year built of
the residence at 1948 (approximately 58 years old), The inspection began at the
exterior front of the residence.
Front of Residence
Left Side of Residence
BUILDING SHALL COMPLY WITH
ALL APPUCABLE BUILDING,
ELECfRlCAL, PLUMBING AND
MECHANICAL CODES.
REVIEW DATE' ~Id:,
ClTY OF ZEPHY L~ fL. ~
BUILDING OFFlClAL~
Copy: File
Page 1
FLORIDA ENGINEERING SOLUTIONS, INc.
CERTIFICATE OF AUTHORIZATION NUMBER 263CC
PO BOX 123B
SAN ANTONIO, FLORIDA 33576
PHONE: 352/5BB-0271
FAX: 352/5BB-0 122
April 26, 2006
Morris Lopez - L T Investment Group
2701 W. Busch Blvd. - Ste 210
Tampa, FL 33618
Attn: Morris Lopez
RE: Lopez Residence - 4913 18th Street, Zephyrhills, Florida 33542
Mr. Lopez
Pursuant to your request concerning the connection hardware required per the permitted
drawings on the above referenced project - I have reviewed the applicable code sections and
have found that this hardware is not required as long as the effected structural elements have
not been replaced or repaired. This revision to the permitted drawings may include (but not
limited to) the connection hardware: 1) Simpson DSP, 2) Simpson H10-2, 3) Simpson HGA10.
Please contact me if I can be of further assistance.
Respectfully,
Copy: File
CODES AND STANDARDS
STRUCTURAL DESIGN BASED ON THE 2004 FLORIDA BUILDING CODE (FBC) J
MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES ASCE 7
BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 313
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530
A1SC SPECIFICATION FOR STRUCTURAL STEEL DESIGN
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCT10N
AF&PA WOOD FRAME CONSTRUCTION MANUAL
GENERAL
DO NOT SCALE DRAWINGS, USE GIVEN DIMENSIONS ONLY.
All DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR IN THE FIELD. THE DIMENSIONS SHOWN ARE AS ACCURATE AS THE BASE
BUilDING DOCUMENTS PERMIT. ANY MAJOR DISCREPENCIES MUST BE BROUGHT TO THE A TIENTION OF THE DESIGNER IMMEDIATELY.
All WORK SHALL BE OF THE HIGHEST QUALITY FOLLOWING THE MANUFACTURER'S SPECIFICAT10NS ALONG WITH THE BEST TRADE
PRACTICES AND STANDARDS.
ALL WORK AND MATERIALS SHAll BE GUARANTEED AGAINST POOR WORKMANSHIP AND DEFECTS.
DRAWINGS ARE TO BE iSSUED TO THE SUBCONTRACTORS IN COMPLETE SETS SO THAT THEY KNOW THE ARCHITECTURAL DETAilS
AFFECTING THEIR WORK.
DESIGN
DEAD LOADS PER FBC
LIVE LOADS
FLOOR
BUILDING SHAll COMPLY WITH
ALL APPLICABLE BUILDING,
ELECTRICAL, PLUMBING AND
MECHANICAL CODES,
40 PSF
A TIIC 20 PSF
ROOF 20 PSF
BALCONY 60 PSF
WIND lOADS BASED ON A VELOCITY OF 120 MPH PER FBC FIG. 1606
IMPORTANCE FACTOR 1=1.0
EXPOSURE - B
INTERNAL PRESSURE COEF. GC?i=+f- 0.55 (PARTIALLY ENCLOSED BLD.)
COMPONENTS & ClADDING WIND PRESSURE - SEE ASCE WIND DESIGN THESE DRAWINGS FOR WORST CASE WIND PRESSURES. WIND
PRESSURES FOR PROPRIETARY PRODUCTS SHOWN, CONTACT ENGINEER FOR ANY OTHER SPECIFIC WIND PRESSURES NEEDED.
REVIEW DATE:~AIo
CITY OF ZEPHY L~ t{ ~').,)
BUILDING OFFICIAL t. .
INSPECTIONS I TERMITE PROTECTION
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COpy OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S
USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED
SETBACKS.
ALL PLUMBING, ELECTRICAL, ND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED.AND APPROVED BEFORE REQUESTING
HE F N SP 10 .
A P'ERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT /
CONTRACT RENEWAL SHALL BE PROViDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. "
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WA S.
IRRIGATION f SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING
SIDE WALLS.
TO PROVIDE FOR INSPECT10N FOR TERMITE INFESTATION, BElWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BY. LESS
THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE
FOUNDATION WALL.
INITIAL TREATMENT SGHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. .f
SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED. I
BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALlATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR
PlASTIC FORMS, PERMANENT FORMS MUST BE OF A SiZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE
INITIAL TREATMENT.
DJ?,'f~Ii'(W AI 11M
It, h VJ t:; \'llJ.::-) ( 12...1') _
MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DilUTION. IF RAINFAll OCCURS BEFORE
VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED.
CONCP'=TE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.
SOIL TREi\TMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF STRUCTURE SIDEWALLS.
AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDiNG LANDSCAPING AND
IRRIGATiON. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.
ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT.
A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A
CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIF1CATE OF COMPlIlANCE SHALL STATE: "THE BUILDING HAS RECEIVED A
COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, THE TREATMENT IS IN ACCORDANCE WITH THE RULES
AND LAws OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FiLL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS
INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.
NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0' OF ANY BUILDING OR PROPOSED
BUILDING.
SOIL
ASSUMED MINIMUM SOIL PRESSURE OF 2000 PSF
ALL CLEAN FILL TO BE MECHANICALLY COMPACTED BEFORE AND AFTER ALL GRADE SlAB EXCAVATIONS ARE MADE TO OBTAIN
MINIMUM SOIL PRESSURE
ALL CLu\N FILL MECHANICALLY COMPACTED BY A WALK-BEHIND VIBRATING COMPACTOR OR "JUMPING JACK" SHALL BE DONE IN 12"
LIFTS MAXIMUM
~
WOOD
ALL FRA'v1ING TO COMPL YWITH THE SBC CHAPTER 23, SSTD 10-97, AITC, AF&PA, UNLESS THESE PLANS NOTE OTHERWISE
ALL METAL CONNECTION HARDWARE BY SIMPSON UNLESS PRE-APPROVED BY THE ENGINEER
WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AITC-109 UNLESS WATER BARRIER is
PROVIDED AS SHOWN IN THESE PLANS
COVER WOOD PRODUCTS TO PROTECT AGAINST MOISTURE, SUPPORT STACKED PRODUCTS TO PREVENT DEFORMATION AND TO
ALLOW AIR CIRCUlATION.
CONCEALED DIMENSIONAL LUMBER: 1) GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB). 2) SIZES: NOMINAL SIZES
AS INDICATED ON DRAWINGS, S4S. 3) MOISTURE CONTENT: S-DRY OR MC19. 4) MISCEllANEOUS BLOCKING, FURRING, AND NAILERS
AS FOLLOWS -LUMBER: S4S NO.2 OR STANDARD GRADE - BOARDS: STANDARD OR NO.3.
EXPOSED DIMENSIONAL LUMBER: 1) GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB). 2) SIZES: NOMINAL SIZES
AS IND!CATED ON DRAWINGS, S4S, 3) MOISTURE CONTENT: S-DRY OR MC19.
CONSTRUCTION PANELS: 1) CONCEALED PLYWOOD: PS 1, C-C PLUGGED, EXTERIOR GRADE. 2) EXPOSED PLYWOOD: PS 1, A-D,
INTERIOR GRADE. 3) ELECTRICAL COMPONENT MOUNTING: APA RATED SHEATHING, FIRE RETARDANT TREATED.
FASTE!\jERS: HOT-DIPPED GALVANIZED STEEL FOR HIGH HUMIDITY AND TREATED WOOD LOCATIONS, UNFINISHED STEEL ELSEWHERE
U.N.O,
WOOl) CONNECTORS
UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, BOLTS AND NAILS SHALL NOT BE COMBINED.
ALL NAILS SHALL BE COMMON UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG OR SUBSTITUTED, BY THE ENGINEER
OF RECORD, WITH A REDUCTION TAKEN.
UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, BENDING STEEL IN THE FIELD MAY CAUSE FRACTURES AT THE BEND
LINE. FRACTURED STEEL WILL NOT CARRY LOAD AND MUST BE REPLACED. WHEN BENDING is ALLOWED OR REQUIRED IN THE
CA T ^L.,)G, THE CONNECTOR SHALL BE ALLOWED ONE CYCLE BEND, ONE TIME ONLY.
ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD OR EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED WITH
MINIMUM G1 BO PROTECTION. ALL NAILS, SCREWS, BOLTS, ETC REQUIRED FOR THE CONNECTOR SHALL HAVE AN EQUAL OR GREATER
PROTECTION AS THE CONNECTOR. DO NOT MIX GALVANIZED AND STAINLESS STEEL MATERIALS.
A FASTENER THAT SPLITS THE WOOD WILL NOT TAKE THE DESIGN LOAD. EVALUATE SPUTS TO DETERMINE IF THE CONNECTION WILL
PERFORM AS REQUIRED. DRY WOOD MAY SPLIT MORE EASILY AND SHOULD BE EVALUATED AS REQUIRED. IF WOOD TENDS TO SPLIT,
CONSIDER PRE-BORING HOLES WITH DIAMETERS NOT EXCEEDING 0.75 OF THE NAIL DIAMETER (1997 NDS 12.1.3.1).
BUILT UP LUMBER (MULTIPLE MEMBERS) MUST BE FASTENED TOGETHER TO ACT AS ONE UNIT TO RESIST THE APPLIED LOAD.
UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, FILL ALL FASTENER HOLES WITH FASTENER TYPES AS SPECIFIED IN
THE M^NUFACTURER'S CATALOG,
ALL SF~CIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE MANUFACTURER'S CATALOG.
SOL T HOLES SHALL BE A MINIMUM OF lf32" AND A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER (NOS 8.1.2.1)
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COPYRIGHT 0 lOO6
These drawings alia for 1.'1e
exclusi\ie use r1 Florid.
Engil1eemg SoIubls, Ire.
and therefore, are ~ Ie be
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any rmf'nr.1' I'dhoutlf!e
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11E\'i::>IONS
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Drawn 8ye J. H,
Date: 03 I 06 I 06
DRAW1NG NUMBER
1
INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION.
NAIL TOOLS WITH HOLE-LOCATION MECHANISMS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND
TYPE OF NAILS ARE PROPERLY INSTALLED IN THE NAIL HOLES,
JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT. AND THE GAP BETWEEN THE JOIST END AND THE HEADER SHALL NOT
EXCEED 1/8".
STUCCO
STUCCO SHALL BE TWO COAT PER ASTM C 926 OVER ALL MASONRY MINIMUM 1/2" THICKNESS.
STUCCO SHALL BE THREE COAT PER ASTM C 926 OVER ALL METAL LATHE ATTACHED TO A MOISTURE BARRIER SECURED TO A WOOD
SUBSTRATE MINIMUM 7/8" THICKNESS.
PASSAGE DOORS
ALL INTERIOR DOORS SHALL BE UNDERCUT y," FOR AJR CONDITIONER RETURN AIR.
HINGES WITH HINGE PINS EXPOSED TO THE OUTSIDE OF ALL EXTERIOR DOORS SHALL HAVE NON-REMOVEABLE PINS.
SWINGING DOORS, WHERE OF SOLID CORE TYPE CONSTRUCTION. SHALL BE NOT LESS THAN 1.75 INCHES IN THICKNESS.
EXTERIOR EXIT DOORS, IF OPERABLE FROM THE EXTERIOR. SHALL HAVE AT LEAST ONE LOCK THAT IS KEY OPERATED FROM THE
EXTERIOR.
LOCKS ON EXTERIOR DOORS SHALL HAVE A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS.
WHERE A KEY-IN-THE-KNOB LATCH-SET IS SPECIFIED THERE SHALL BE AN AUXILARY DEAD BOLT TYPE LOCK PROVIDED.
DEAD BOL T8 SHALL BE HARDENED OR CONTAIN INSERTS.
FRONT MAIN ENTRANCE DOOR SHALL BE PROVIDED WITH A DOOR SCOPE OF VISION PANEL.
EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET.
EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AN EMERGENCY WHEN LOCKED.
ALL EXTERIOR GLASS DOORS TO BE TESTED IN ACCORDANCE WITH ANSI/AMMNNVvWDA 101/1S2 STANDARD AND BEAR AN AMMA OR
WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
EXTERIOR DOORS INSTALLED IN MASONRY WALLS WERE BUCK THICKNESS IS LESS THAN 1-1/2" SHALL BE ANCHORED THROUGH THE
JAMB INTO THE STRUCTURAL SUBSTRATE.
WINDOWS
HINGES WITH HINGE PINS EXPOSED TO OUTSIDE, OF ALL EXTERIOR OPERABLE WINDOWS AND SKYLIGHTS SHALL HAVE NON-
REMOVABLE PINS. OR SHALL BE OF INTERLOCKING STUD TYPE AND SUCH HINGES SHALL HAVE NON-EXPOSED SCREWS.
ALL WINDOWS SHALL BE CONSTRUCTED SO THAT WHERE FIXED OR LOCKED THEY CANNOT BE REMOVED FROM THE FRAMES FROM
THE OUTSIDE.
EXTERIOR WINDOWS SHALL BE LOCKED ON THE INSIDE WITH DEVICES CAPABLE OF WITHSTANDING A FORCE OF 150 LBS. APPLIED IN
ANY OPERABLE DIRECTION UNLESS THE WINDOW OPENiNG IS PROTECTED BY OTHER INTRUSION SECURITY DEVICES AS SET FORTH
HEREIN, OR AN APPROVED EQUAL.
EGRESS WINDOWS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND SHALL PROVIDE A CLEAR OPENING OF
NOT LESS THAN 20in IN WIDTH. 24in IN HEIGHT. AND 5.7 SQUARE FEET IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE
THAN 44in ABOVE THE FLOOR AND ANY LATCHING DEVICE SHALL BE CAPABLE OF BEING OPERATED FROM NOT MORE THAN 54in ABOVE
THE FINISHED FLOOR.
ALL EXTERIOR WINDOWS TO BE TESTED IN ACCORDANCE WITH ANSI/AMMNWNVDA 101/1S2 STANDARD AND BEAR AN AMMA OR WDMA
LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
ALL EXTERIOR WINDOWS TO BE ANCHORED PER THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN
PRESSURE SPECIFIED.
EXTERIOR WINDOWS INSTALLED IN MASONRY WALLS WERE BUCK THICKNESS is LESS THAN 1-1/2" SHALL BE ANCHORED THROUGH THE
JAMB INTO THE STRUCTURAL SUBSTRATE.
EXTERIOR WINDOW MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1.5
TIMES THE DESIGNED LOADS TO THE ROUGH OPENING SUBSTRATE.
EXISTING BUILDINGS - FBC 2004
THIS PROJECT Will INCLUDE THE FOllOWING ALTERATION lEVELS:
A,L TE,-;:/T:O~; - LEVEL 1 (SECTON 303)
~;;~~--, A:TE;':;IO~;~D~-~~~-REMOVAL AND REPLACEMENT OR THE COVERING OF EXISTING MATERIALS, ELEMENTS. /
EQUIPMENT. OR FIXTURES USING N8N MATERIALS, ELEMENTS, EQUIPMENT. OR FIXTURES THAT SERVE THE SAME PURPOSE. LEVEL 1
ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 5.
WHERE ROOFING MATERIALS ARE REMOVED FROM MORE THAN 50 PERCENT OF THE ROOF DIAPHRAGM OF A BUILDING OR SECTION Of
A BUILDING WHERE THE ROOF DIAPHRAGM IS A PART OF THE MAIN WINDFORCE-RESISTING SYSTEM THE INTEGRITY OF THE ROOF /
DIAPHRAGM SHALL BE EVALUATED AND IF FOUND DEFICIENT BECAUSE OF INSUFFICIENT OR DETERIORATED CONNECTIONS, SUCH
CONNECTIONS SHALL BE PROVIDED OR REPLACED.
REROOFING SHALL NOT BE REQUIRED TO MEET THE MINIMUM DESIGN SLOPE REQUIREMENT OF Yo :12 IN SECTION 1507 OF THE
FLORIDA BUILDING CODE. BUILDING FOR ROOFS THAT PROVIDE POSITIVE ROOF DRAINAGE.
THE REPLACEMENT OF GARAGE DOORS. EXTERIOR DOORS. SKYLIGHT, OPERATIVE AND INOPERA TIV~ WINDOWS SHALL BE DESIGNED
AND CONSTRUCTED TO COMPLY WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE, BUILDING. .../
EXISTING ELECTRICAL WIRING AND EQUIPMENT UNDERGQING RE,PAIR SHALL BE PERMITTED TO ~ REel-WED OR REPLACED WITH LIKE (\
MATERIAL. ~l$L\l'U~L. ) ~s-rAl.l1:>(\i"f~ 5l)q,,~ ~,... I f\l Ru.. (V\','p 4AI~9i (,\}\I\1' ~cz... ~f1\n~~.H- i3-ii.<. (1),. ~
FOR REPLACEMENT OF NONGROUNDING-TYPE RECEPTACLES WITH GROUNDING-TYPE RECEPTACLES AND FOR BRIINCH CIRCUITS
THAT DO NOT HAVE AN EQUIPMENT GROUNDING CONDUCTOR IN THE BRANCH CIRCUITRY. THE GROUNDING CONDUCTOR OF A
GROUNDING-TYPE RECEPTACLE OUTLET SHALL BE PERMITTED TO BE GROUNDED TO ANY ACCESSIBLE POINT ON THE GROUNDING
ELECTRODE SYSTEM OR TO ANY ACCESSIBLE POINT ON THE GROUNDING ELECTRODE CONDUCTOR. IN ACCORDANCE WITH ARTICLE
250-130 (C) OF CHAPTER 27 OF THE FLORIDA BUILDING CODE, BUILDING.
eL TEfYmQ,N - l_q\;,WSE.QTiQN 3C41
LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE
RECONF1GURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. LEVEL 2 ALTERATIONS
SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 5 FOR LEVEL 1 ALTERATIONS AS WELL AS THE PROVISIONS OF CHAPTER 6.
ALL ENCLOSED AREAS. OTHER THAN CLOSETS. KITCHENS, BASEMENTS, GARAGES, HALLWAYS. LAUNDRY AREAS. UTILITY AREAS.
STORAGE AREAS, AND BATHROOMS SHALL HAVE A MINIMUM OF TWO DUPLEX RECEPTACLE OUTLETS OR ONE DUPLEX RECEPTACLE
OUTLET AND ONE CEILING OR WALL-TYPE LIGHTING OUTLET.
EXISTING ELECTRICAL WIRING AND EQUIPMENT UNDERGOING REPAIR OR REPLACEMENT SHALL BE PERMITTED TO BE REPAIRED OR
REPLACED WITH LIKE MATERIAL.
FOR REPLACEMENT OF NONGROUNDING-TYPE RECEPTACLES WITH GROUNDING-TYPE RECEPTACLES AND FOR BRIINCH CIRCUITS
THAT DO NOT HAVE AN EQUIPMENT GROUNDING CONDUCTOR IN THE BRANCH CIRCUITRY, THE GROUNDING CONDUCTOR OF A
GROUNDiNG-TYPE RECEPTACLE OUTLET SHALL BE PERMITTED TO BE GROUNDED TO ANY ACCESSIBLE POINT ON THE GROUNDING
ELECTRODE SYSTEM, OR TO ANY ACCESSIBLE POINT ON THE GROUNDING ELECTRODE CONDUCTOR. IN ACCORDANCE WITH ARTICLE
250-13C(C) OF CHAPTER 27 OF THE FLORIDA BUILDING CODE. BUILDING.
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These draWi"tga are fof the
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EngCieemq Sa4uIbn5, lne..
ancllheref0f8. are not to be
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Oat.: 03 I 06 I 06
DRAWING NUMBER
2
-~-..--...-
ASCE-7 WIND DESIGNJ.N~I~MA.TION FOR LOW RISE BUILDINGS
BASIC WIND SPEED =~
IMPORTANCE FACTOR = 1.0
EXPOSURE CATEGORY = B
INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PARTIALLY ENCLOSED BUILDING)
MEAN ROOF HEIGHT = 12 FEET
LEAST HORIZONTAL DIMENSION = 20 FEET
END ZONE WIDTH ("A") = 6 FT
ALL WIND PRESSURES SHOWN ACT NORMAL TO THE SURFACE SPECIFIED.
COMPONENTS AND CLADDING DESIGN WIND PRESSURES (PSF) - WALLS
Height Abol..e Ground (feet)
0-30 Feet
Tributal'f
Area (SF)
Zone 4
Zone 5
10
20
30
40
50
60
70
80
90
100
200
500
-36.2
-36.1
-35.9
-35.8
-35,7
-35.5
-35.4
-35,3
-35.1
-35,0
-33.6
-29,6
34.0
33,9
33.7
33.6
33.5
33.3
33.2
33,1
32.9
32.8
31.4
27.4
-42.8
-42.5
-42.2
-42.0
-41.7
-41.4
-41.2
-40.9
-40.6
-40.4
-37.7
-29.6
(1) For tributary areas not show n - use the next sll13l1est area,
(2) Reference diagram below for zone locations.
(3) Reference wind design inforrration - top of page - for end zone w idth designated by "A".
(4) All wind pressures ace perpendicular to wall surface.
/
WINDZON~ @
REF. TABLE ABOVE
@ />
4"'~4 ~
~ "'/ V
A ~ @ @ END ZONE WIDTH J
~ REF. WIND DESIGN
~ ~ INFORMATION
WIND PRESSURES FOR WALLS, WINDOWS. DOORS AND OTHER COMPONENTS
34.0
33.9
33.7
33.6
33.5
33.3
33.2
33.1
32.9
32.8
31.4
27.4
EXAMPLE:
COMPONENTS AND CLADDING DESIGN WIND PRESSURES (PSF). ROOFS 7.27(DEGREES)
Height AboV3 Ground (feet)
0-30 Feet
Zone 1 Zone 2 Zone 3
1) A SINGLE HUNG 25 WINDOW IS LOCATED IN
ZONE 4 - SEE WALL WIND PRESSURES.
APPROXIMATE TRIBUTARY AREA = 3FTx5FT =
15SF. USE 10SF TRIBUTARY AREA ZONE 4-
FROM THE TABLE AT LEFT, THE DESIGN WIND
PRESSURES ARE -36.2 PSF AND +34.0 PSF.
Tributary
Area (SF)
2) A ROOFING COMPONENT IS LOCATED IN
ZONE 1 - SEE ROOF WIND PRESSURES.
TRIBUTARY AREA IS LESS THAN 10SF. USE
10SF TRIBUTARY AREA ZONE 1 - FROM THE
TABLE AT RIGHT, THE DESIGN WIND
PRESSURES ARE -31.8 PSF AND +23.0 PSF.
10 -31.8 23.0 -49.4 23.0 -Q9.1 23.0
20 -31.6 22.S -48.1 22,S -Q7.6 22.5
30 -31.3 22.1 -46.9 22.1 -66.2 22,1
40 -31.1 21.6 -45.7 21.6 -<)4.7 21.6
50 -30.8 21.1 -44.5 21.1 -63.2 21.1
60 -30,6 20.6 -43.3 20.6 -Q1,8 20.6
70 -30.3 20.1 -42.0 20.1 -60.3 20.1
80 -30.1 19.6 -40.8 19.6 -58.9 19.6
90 -299 19,1 -39.6 19,1 -57.4 19.1
100 -29.6 18.6 -38.4 18.6 -5S.9 18.6
200 -12.1 12.1 -12.1 12.1 -12,1 12,1
500 -12.1 12.1 -12.1 12,1 -12,1 12.1
(1) For tributary areas not shown - use the next smallest area,
(2) Reference diagram below for zone locations.
(3) Reference wind design infonnatlon - top of page - for end zone width designated by "A".
(4) Wind pressures act perpendicular to the roof surface.
(5) Any component partially located within zone 2 or 3 shall use zone 2 or 3 pressures respectil.ely.
i END ZONE WIDTH t
I
WINDOW \ :
ZONES I
///:
L WINDOW IS PARTlALL Y LOCATED WITHIN
ZONE 5. USE ZONE 5 WIND PRESSURES
WALL "\
\
COMPONENTS AND CL4.DDING DESIGN WIND PRESSURES (PSF) - ROOFS 7-27(DEGREES) OVERHANG
Height AboV3 Ground (feet)
0-30 Feet
Zone 2
T ri but ary
Area (SF) Zone 1
10 - . -60.3
20 - - ~3
30 . . -60.3
40 - - -60.3
50 - - -60.3
60 - - -60.3
70 - - -60.3
80 . . ~3
90 . - ~3
100 - - -60.3
200 - - -60.3
500 . . -60.3
(1) For tributary areas not shown - use the next smallest area.
(2) Reference diagram below for zone locations.
(3) Reference wind design infonnation - top of page - for end zone width designated by "An.
(4) Wind pressures act perpendicular to the roof surface.
(5) Any component partially located within zone 2 or 3 shall use zone 2 or 3 pressures respectil.ely.
Zone 3
-36.2
-36.2
-36,2
-36.2
-36.2
-362
-36.2
-36.2
-36.2
-36.2
-36,2
-36.2
-93.2
-92.7
-92,1
-91.6
-91.1
-90.5
-90.0
~9.S
,&3.9
-66.9
-66.9
-66.9
-Q9.1
-$8.6
-$80
-Q7.S
-66.9
-66.4
-QS.9
-QS.3
-<)4.8
-42.8
-42.8
-42.8
/
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ZONE 4
iAf i ATA f iAf iAf iAf
{- 10 0 I o T0 {-
-.: 0 I 0 -.: 0
r~ - -- r ~ - ~
GENERAL NOTES: I I I I I"- 0'" CD /0 /1
WIND DESIGN BASED ON ASCE 7-02, SECTION I I I I ~ V ~
6.5, METHOD 2, ANALYTICAL PROCEDURE.
LOAD COMBINATIONS WITH WIND SHALL BE AS 01 10 01 10 I I
FOLLOWS: CD CD @I CD )@ @( CD I@
1.20 + 1.6Lr + O.8W I I I I
1.2D + 1.6W + L + O.5Lr I I
D = DEAD LOAD I I I I ~ "'~
Lr = ROOF LIVE LOAD {-~ I I I V 0/ ~ ",0", ~
W = WIND LOAD
L = LIVE LOAD - - -- {- L-.-_~ ~
<t 0 I 0 /0 01 o 10 <t o '~
r GABLE ROOF (PLAN VIEW) r HIP ROOF (PLAN VIEW)
WIND PRESSURES FOR ROOFING MATERIALS AND OTHER COMPONENTS
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COPYRIGHT 0 2.006
These drawi1gs are for !he
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Engineemg Solutions, Ioc.
and lhElreflml, ate f)Qt to be
dupl'lOiled or reproduced i1
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Drawn By' J.H
Date: 03 I 06 I 06
DRAWING NUMBER
3
THESE DRAWINGS DO NOT INDICATE OR CERTIFY THAT THE EXISTING STRUCTURE CAN OR WILL RESIST ANY STATED
WIND LOADS OR GRAVITY LOADS. THESE DRAWINGS REPRESENT THE ENGINEERS BEST ATTEMPT AT REINFORCING AND
PROVIDING A STRUCTURE THAT IS MORE ABLE TO RESIST THE ABOVE STATED LOADS THAN THE ORIGINAL EXISTING
STRUCTURE INSPECTED ON 03-06-06.
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20'-0"
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LIVING ROOM ~
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BEDROOM KITCHEN AREA
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III
BATHROOM
LIVING ROOM
BEDROOM
REPLACE ALL FRAMING l
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FRONT PORCH
\, 14'-0" \.
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, " , "
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3-0
3 0
OVERALL PLAN VIEW
SCALE: 1/8" == 1 '-0"
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II II 11
II II II
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II II II
II II II
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OVERALL ROOF PLAN VIEW
SCALE: 1/8" == 1 '-0"
EX. STEPS
FRONT ELEVATION
SCALE: 1/8" == 1 '-0"
EX. ROOF 1
EX. EXTERIOR
SIDING
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30 DOOR
14 BB mIm
DO TRIPLE SH24
EX. STEPS
REAR ELEVATION
SCALE: 1/8" == 1'-0"
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DBL SH23
REPLACE ALL
WINDOWS & DOORS
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ALL EXTERIOR WINDOWS AND DOORS TO BE REPLACED. WINDOW AND DOOR SIZES SPECIFIED BASED ON "NUAIR" SIZE
CHART. FOR DESIGN WIND PRESSURES - REFERENCE WIND DESIGN DRAWING 3. ALL WINDOWS AND DOORS TO BE
INSTAllED PER THE MANUFACTURER'S INSTALLATION GUIDELINES AND STATEWIDE PRODUCT APPROVAL.
EX. ROOF
FRONT PORCH
;
SH25
DBL SH23
m
DBL SH23
EX, EXTERIOR
SIDING
RIGHT SIDE ELEVATION
SCALE: 1/8" == 1'-0"
COPYRIGHT 0 2008
These drawi'lQs are for the
exdusNe use of Aoi-ida
Engi1eering SoIulbns, lne.
and therefore, are oot to be
-I,.~\Jpli:aleJ or reploduc.ed n
anylTSPoerwithout the
expressed '..1ilt::=n lSent at
Pofc,J ~jn ri-'Q
SoIul s. [ .
EX. ROOF
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EX, EXTERIOR
SIDING
Drawn By: J.H_
Date: 03 I 06 I 06
EX. WINDOW TO BE FRAMED IN
SEE DETAILS
DRAWING NUMBER
LEFT SIDE ELEVATION
SCALE: 1/8" == 1 '-0"
4
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llJ
llJ..J
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C CLEAR OPENING :::...J
DOUBLE TOP PLATE
~ 12dCOMMONS@12"O.C,
~ STAGGARD AS SHOWN
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2
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I I SINGLE 2x4 JACKS
I-- DOUBLE 2x4 JACKS
SEE TABLE BELOW
1/2" PLYWOOD CENTER
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-}" 3~" )L-
SECTION A-A
DOUBLE TOP PLATE
EX, SIDING
DAMAGED PLANK
EXTERIOR -
CLEAR OPENING HEADER SIZE SINGLE/DOUBLE JACK
3'-6" ~" x 3~" SINGLE
5'-5" 3t, x 5~" SINGLE
6'-10" ~"x + SINGLE
8'-5" 3!' x 9~" DOUBLE
9'-9" ~"x11~" DOUBLE
TYPICAL HEADER DETAILS
SCALE: 1/2" = 1'-0"
EX. WOOD PLANK
EXTERIOR
~ MAX~'
ALL EXTERIOR WINDOW AND DOOR OPENINGS SHALL COMPLY WITH THE ABOVE DETAILED INFORMATION.
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WOOD GLUE
NEW FRAMING
TO EX. PLANK
FRAMED REPAIR
ASSEMBLY
MIN. 1/2"
PL YWOOD
EXTERIOR
8d COMMONS
@6"O,C.
EX. FRAMING
DBL 2x4's
12d COMMONS
@6"O,C.
TYPICAL EXTERIOR PLANK SHEATHING REPAIR DETAIL
SCALE: N.T.S.
TERMITE DAMAGED
FACE OF WOOD MEMBER
THESE DRAWINGS DO NOT INDICATE OR CERTIFY THAT THE EXISTING STRUCTURE CAN OR WILL RESIST ANY STATED
WIND LOADS OR GRAVITY LOADS. THESE DRAWINGS REPRESENT THE ENGINEERS BEST ATTEMPT AT REINFORCING AND
PROVIDING A STRUCTURE THAT IS MORE ABLE TO RESIST THE ABOVE STATED LOADS THAN THE ORIGINAL EXISTING
STRUCTURE INSPECTED ON 03-06-06,
WOOD MEMBER
12d COMMONS
@6"O.C,
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ACCEPTABLE DAMAGE TO EXISTING
WOOD MEMBERS AS SHOWN,
ANY AND ALL DAMAGE BEYOOND fs"
FROM THE FACE OF THE MEMBER
SHOULD BE CONSIDERD
STRUCTURALLY DAMAGED AND
IN NEED OF REPAIR.
'~
WOOD GRADE
BEAM
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TERMITE DAMAGE DETAil
SCALE: N,T.S.
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INSTALL 2x4
"SCAB" AS
SHOWN
FRAMING REPAIR DETAil
SCALE: 1" = 1 '-0"
, 2d COMMONS
@6"O.C.
1
9
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FRAMING REPAIR DETAil
SCALE: N.T.S.
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COPYRIGHT 0 200S
~dra~'IUlllfO('tIllI
exclusive lJS4 01 Fbrid.
Engrnemg Soh.ilbns, Inc.
and (here(or8., are no( to be
duplicated Of reproduced i1
any manner ':'Yi!hoot r....
expressed . en conseN 01
Ronda nc;i, :rg
Sol lne.
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Drawn By: JH
Date: 03/06 I 06
DRAWING NUMBER
5
DOUBLE TOP PLATE
2x4 FRAMING @ 16" O.C.
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DOUBLE
TOP PLATE
INSTALL 2x4
"SCAB" AS
SHOWN
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12d COMMONS
@6"0.C.
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SIMPSON DSP . STUD TO DOUBLE
TOP PL\TE - SPACED AT 32" O.C.
TYPCIAl. ENTIRE PERIMETER OF RESIDENCE
EX, WINDOW - CLOSED IN - FRAMING REPAIR DETAIL
SCALE: N.T.S.
THESE DRAWINGS DO NOT INDICATE OR CERTIFY THAT THE EXISTING STRUCTUFE Ci~N OR WILL RESIST ANY STATED
WIND LOADS OR GRAVITY LOADS. THESE DRAWINGS REPRESENT THE ENGINEERS BEST ATTEMPT AT REINFORCING AND
PROVIDING A STRUCTURE THAT IS MORE ABLE TO RESIST THE ABOVE STATED LOADS THAN THE ORIGINAL EXISTING
STRUCTURE INSPECTED ON 03-06-06.
FRAMING REPAIR DETAIL
SCALE: 1" = 1 '-0"
\
L WOOD HEADER
WINDOW OPENING
SEE DRAWINGS
DOOR OPENING
SEE DRAWINGS ~
I- 2x4 FRAMING @ 16" O.C. ,
L NEW TRIPLE PT 2x6 BEAM
EX. FOUNDATION
I
FRONT WALL REPLACEMENT DETAIL
SCALE: N.T.S.
SIMPSON H10-2 /
TYPICAL ALL ROOF
MEMBERS TO WALL
CONNECTIONS
R 0 TO WALL DETIAL
SALE: "= 1'-0"
ALL CORNERS 12d COMMONS @ 6" O.C. - HT. OF WALL
LOWER PLATE
TOP PLATE
12d COMMONS AT CORNER
OVERLAP TOP PLATES AS SHOWN
ALL DAMAGED PLATES SHALL BE REPLACED
WITH 2x4'S WITH "SCABS" EXTENDING A MINIMUM
OF 24" BEYOND THE DAMAGED AREA FASTENED
WITH 12d COMMONS @ 6" O.C.
TOP PLATE FRAMING REPAIR DETAIL
SCALE: 1" = 1 '-0"
12D COMMON I! 6'ee
AT 2x4 BLOCKING
GABLE TRUSS
2x4 I! 6'-D'ee
OVER BLOCKING
GAlO ~ 6'-D'ee
ABLE TO "'ALL
2-l2D COMMON
AT EACH TRUSS
12D COMMON
AT BLOCKING
2x4 STAGGARD BLOCKING
2x4 CROSS-
BRACE wi 2-12cl
COMMONS
EA TRUSS
2x4 'RAT-RUN' AT 6FT MINIMUM
ATTACH VI 2-12cl COMMONS EA TRUSS
6'
~ 2x4 BLOCKING BOTTOM CHORD
UNDER EACH 'RAT-RUN'
MINIMUM TRUSS BRACING
HIP
GIRDER
GABLE TO WALL DETIAL
SCALE: N.T.S.
TYPICAL CROSS BRACING
SCAL~. ~ T .s.
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COPYRIGHT 02008
These drawtlga are for !he
exclusive use 01 F\ork:la
E~eringSOOt.bns, Ine.
1iNllhere(:>rc" are not to be
Juplicatedorreprt.duced in
any 1T8n.'1EW wthotA the
cxp:resse t C(,[J.<\ent at
non Entj -.:em;
5 Inc.
R~"VISlon
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.&
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Drawn Sy: J.H.
Da(a; 03 i 06 i 06
DRAWING NUMBER
6