HomeMy WebLinkAbout16-17469 � • CITY OF ZEPHYRHILLS
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' - ' S33S-8TH STREET
tsts)�so-ooza 1746
BUILDING PERMIT SINGLE FAMILY RESIDEN7IAL
PERMIT INFORMATION LOCATION INFORMATION
Permi##:17469 Issued: 7/1412016 Address; 37154 NEUK01111 AVE LOT 299
Permit Type: ALUMINUM ZEPHYRHILLS, F'L.
Class of Work: ALUMINUM PACKAGE Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Sec#ion:
Sq. Feet: Est. Value: Book: Page:
Cost: 17,812.79 Tatal Fees: 187.50 Subdivision: �RAND HORIZONS
Amount Paid: 187.50 Date Paid: 7/14/2016 Parcel Number: 34-25-21-0180-00000-2990
CONTRACTOR 1NFORMATION t�WNER INFORNIATI{�N
Name: BAHR'S ALUMINUM INC Name: HUEY RICKY L & NANCY
Addr: 6440 FT KlNG RD Address; 6Q30 FQREST LAKE DR
ZEPHYRHILLS,FL. 33542 ZEPHYRH(LLS FL 33540-7521
Phone: (813)782-3513 Lic: Phone: 813-417-1428
Work Desc: SHED, OPEN SLAB, Ct�VERED DW & DW 1080 SQ FT
APPLICATION FEES
B ILQIN EE 187.5
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Ins ections Re uired
F TER F AL
S�AB SHEATHING
RAISED SLAB ,
DRIVEWAY
FRAME
ELECTRICAL ROUGH
1S7 ROUGN PLUMS
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Fiarida Statute 553.80 (2)(c)the
loca!governmenfi shal! impase a fee of faur times the amount of the fee imposed for the initiat inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.REINSPECTION PEES:
NOTICE: In addition to the requirements of this permit, there may be additianal restrictions applicable to this property that
� may be found in the public records of this county, and there may be additiana( permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to awner: Yaur failure to record a notice of commencement may result in your paying twice for
impravements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recarding your notice of coEnmencement."
Complete Plans, Specificatians and Must Accampany Application. All work shall be performed in accordance
with Ci Code�"- d Ordinances. NO OCCUPANCY BEFORE C.G?.
tJ OCCUPANCY BEFORE C.O.
O T C Q� '�� GNATURE PERMIT OFFI
�ERMIT EXPIRES IN 6 M{)NTHS WITH{)UT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PR{)TECT CARD FROM WEATHER
. s�saso-0o2o : City of Zephyrhills Permit Application Fax-813-780-0021
Building DepaAment
Date Received � I � � phone Contact for Permitting —
Owner's Name 1 CC �/V�� Owner Phone Number
Owner's Address �� �� /V�w�`-'�� �v Q� Owner Phone Number
Fee Slmple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOBADDRESS J �I � l�e u-�-b�+ �"�- LOT# �
SUBDIVISION ll��Gt./1.(�l , �� J P�CEL ID# J����a-� O��ll ��V DD oZ.4 Q b
(OBTAINED FROM PROPERTY TAX NOT1C�
WORK PROPOSED � WSTALLSTR e REPAIR � SIGN Q Q DEMOLISH
PROPOSED USE � SFR Q COMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL Q
DESCRIPTION OF WORK 5�� GC Q ef2 S`a-�j ea ve/�c�d ri�ew \✓Q i�
BUILDING SIZE SQ FOOTAGE B v�� HEIGHT
BUILDING $ VALUATION OF TOTAL CONSTR CTIO� l �� 8 C� f ��
�
QELECTRICAL $ AMP SERVICE 0 GRESS ENERGY .R.E.C.
OPLUMBING $
OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION kF' C���
�i.
OGAS Q ROOFING Q SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
/ �S �
BUILDER � 1, COMPANY V S D S G' U
� SIGNATURE � REGISTERED Y/ N FEE CURRE� Y/N
Address `-(� � License# �e-C ��� K 7
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED \ Y/ N FEE CURRE� Y/N
Address License#
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new wnstruction,
Minimum ten(10)working days afler submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsAarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;('I)set of Energy Fortns.R-0-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Canstruction Plans,Starmwater Plans w/Sitt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMR Attach(2)sets of Engineered Plans.
••`•PROPERTY SURVEY required for all NEW construction.
Direetions:
Fill out application campletely.
Ovmer&Contractar sign back of application,notarized
If over 52500,a Notice of Commencement Is►equlred. (AIC upgrades over 57500)
•• Agent(for the conVactor)or Power of Attomey(for the ovmer)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMIITING (copy of conVact required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application . Fax-813-Z80-0021 .
Building Department
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: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
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 buildings,change of
use in existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
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 occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 773,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have bee� 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"owne�'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 pertormed to meet 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. Such agencies inciude but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentaily 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.
- 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 "A", 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 properties,the owner may be cited for 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 of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. 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 codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of pe�mit issuance,or if work authorized by
'� the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable 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 TO OBTAIN FINANCING,CONSULT I
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR OTICE OF COM NCEMENT. I
FLORIDA JURAT(F.S. 1
OWNER OR AGENT CONTRACTOR �� I
Subscribed and swom (or ed) e me t ii Subscribed and swom or affi d befp�gy�e,this ��1
by by I V l.0
Who i re personally known to m or haslhave produced Who i e o ally known to me has/have produced
tification. � eg'dentification.
Notary Public Notary Public
Commission No. Commiss on No_
Cl�-;s ,��L�P s ev� �';�1 � � � ��c-�o
Name of , ' !em Name of Nota t ed,printed or stam ed
CHRIS HELGESEN
:°`�Y��� PAY COPAMISSION#fF920719 =of!�Y.!y�n CHRIS HELGESEN
IXPIRES:SEP 22,2019 M1'COMMISSION#FF920719�
°�"� Bonded through 1st State Insurance yvE.�� aPIRES:SEP 22,2019
Bonded through 1st State Insurance
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� City of Zephyrhills
BUILDING PLAN REVIEW COMII�NTS
Contractor/Homeowner: �����"�L(�/Q�
Date Received: �—�f�
site: . _ 37/� � ct rc d/�c �-
Permit Type: .��f'! l7 1 ��C.�J' ��l�O"� Q�``�—��-
Approved w/no comments:❑ Approved w/the below comments: I3enied w/the below comments: ❑
�'
,{���������.� ,S�.�P l �� I���
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This comment sheet shall b kept with the permit andlor plans. ��
� ��G
Kalvin Switzer ans Examiner Date o tractor andlor Ho
� . equired when comments are present)
SHEAR WALL OPnONS
1) 5/8" Tlll WOOD S/D/NG OVE'R VAPOR BARR/ER, OR
V/NYL OR ALUM. S/D/NG OVFR (OSB OR CDX) 7/16' PLYWOOD RECEIVING CHANNEL ATTACHMENT
(N01E' PLYWOOD W17HlN 8' OF RNISH GRADE MUST BE P.T.), (SEE N07ES BELOW)
ATTACHED W/8d �6%12' O.C. EDGES/INTFRM. & � 3" O.C.
TkB & ALONG ALL HEADERS & PLATES (FOR SHEAR & UPL/FT) )0 SMS
REPLACES HURR. CL/PS 1NT0 EA.� ����
SECfJRE ALUM/NUM RISER �
2J STORM BRACE 1/8" 7NERM0 PLY NA/LED PER PAN ROOF PER NEW OR EX/S71NG
MFR S SPECS WITH X—PATiERN OF M.H. STRAPP/NG, DETA/L PAGE 2—H SUPPORT S7RUCTURE
NA/LED W/(1) 8d AT EA. STUD OR PLATE �
QB SCREVVED W/(1) ,�f0 SMS AT EA. MEMBER. S��pE �
NOTE' 1/4•/FT• MIN• C RECE/VING
(A) ALL UT1LlTY ROOM WALLS ARf CONS/DERED SHEAR WALLS, SECURE ALUM/NUM PANS TO TOP PLA1F
EXCEPT 7HOSE ATrACHED TO INE HOST STRUCIURE. OF END WALL W/�'10 SM.S � 12" O.0
(B) HURRICANE CL/P TOP & BOTTOM OF EACH WALL 3' S7RUCTURAL ALUM.
STUD �24' O.C. (MAX.) US/NG S/MPSON N2.5 W/(10) 8d (OR ROOF SYS7EM (TYP.)
EQUl1/ALENT FOR 400� UPUFT)
DBL. 2"x4" TOP PLAIF OR (1) 2"x4" (lF CONT.)
(C) SHEET METAL SCREWS MAY BE USED IN LIEU OF NAILS
(i.e. �JO SM.S. FOR 10d) (REq'D FOR METAL SIUOS) 2'x4' WOOD STLIDS � 16' O.C.
(D) USE 2x BLOCK/NG AT HORIZONTAL JOIN75 FOR WALLS > B'
TALL.
SEE SHEAR WALL OPAONS
NOTE• ALL UALITY/SNED 1/4' � CONC. A.B. �24� O.C. (1 1/4' MIN. EMBED.)
WINDOWS & DOORS SHALL BE
DESIGNED FOR 30 P.SF. /EXP. B' 2'x4' P.T. WOOD PLATF
42 P.S F. /EXP. 'C'
� • •:'; i 4...
N07FS• �— �,��•.
1. 3—WALL UALITY SHEDS MAY BE ATTACHED DIRECRY TO HOST S7RUC7iJRE. �B"� NEW 4' 2500 PSI CONC. SLAB W/MONO.
2. SECURE END WALL VFR7ICAL S7iJD TO HOST S7RUC7URE W/�lOx3' � 12' O.C. MIN. F001FR OVER 6 MIL. VISQUEEN
1—�5 CONT(T1P.)
� TYP. WINDOW f DOOR HEADER DETAIL
SHALL BE UMI7ED T0:
- s'MAX. w�on� w��2� rXs'�2 S.Y.P. HEADER W/(1) S7UD UTILITY ROOM DETAIL lw= . 77
& (1) JACK S7UD ON EA. S1DE, NAILED W/ 12d � 8' O.C. W/(2)
12d INTO EA. END OF HEADERS (NON—HABITABLE STRUCTURE) N. T.S.
RECEII/lNG CHANNEL ATTACHMENT OPTIONS
, KQIE$ A.) �f0 SM.S X 1 1/2' � 4' (MAX.) O.C. 1NT0 WOOD BEAM/FASCIA
1. 2500 PSl (MIN.) CONCRETE'
OVER 6 MIL VISQUEEN B.) (2) �)0 S.M.S X 1 1/2' � i6' O.C. INTO WALL S7UOS
ORIGINAL UNDISTURBED GROUND 2 (MIN.) (1) ,�5 CONT. REBAR
' C.) (2) �10 SM.S X 3' �24' O.C. INRU 3/4` (MIN.) FASCIA INTO TRUSS OR
' FINISH GRADE 6x6—f0/10 W.W.M. OR RAFIFR TAILS (REPLACE ALL DE7ER/ORAANG WOOD; W/FASCIA SECURED
f7BERMESH CONCREIE' TO RAFTFR (IRUSS) TAILS)
a . � � ° , d,a �� T D.) 1/4' � x 2 1/4' TAPCONS � 8" O.C. STAGGERED INTO CONC. W/�)0
�L M�N � . • °.' 4 NOM. sM.s 7NRU EXIRUDED HEADER INTO PAN BOTTOM (M/N. (4) PER PAN)
0
ap � .� � �a ' '�° � FAS7FNER TO BE DE7ERM/NED BASED ON CONS7RUCAON OF HOST STRUCTURE
� ,
1 ' , ' • • v a �y��' �(.QIE 1 1/4'MIN. EMBEDMENT INTO CONC.
a ° � 1 1/2'MIN. EMBEDMENT INTO WOOD
d
�---8" MIN.--� �
MONOLITHIC FOOTER GENERAL NOTES
N.T.S. �, ��¢'p CONC. A.B. INCLUDES:
A. 1/4"m x 2 1/4'ORIVE NA/L ANCHOR (EQUAL T0: WEJ—!T,fE DN1411).
� " B. 1/4'0 x 2 1/4' TAPCON (EQUAL TO ELCO)
, _ -^ , _ C. 1/4'� x 2 1/4'A.B. (EQUAL TO KW7K—BOLT)
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+ DAVID NORRIS ENGINEERING
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N�• INDUSTRY STANDARD.ALUM/NUM ROOF PANS SPAN TABLES
SHALL BE OF ALUM/NUM ALLOY 3105—H14 OR N25 FOR INTERLOCKING ROOF PANS (3�X12"�
s' S7FP FAC/A ROOF PAN DETAIL
QUTS/DE EDGE SUPPORT
� (NOT REQ D FOR SPANS �80R OF MAX.)
6' STFP FACIA MAIFD WiTH
2 X2"X.040'XFULL LENG7N W/
,�lOX3/4' S M.S � 12'0.C.
�'
� 1
I �'t' VARIES �2' I
� �
� ROOF PAN RElNFORCEMENT DETAIL
J
N07�S•
2. OU7SlDE EDGE SUPPORT(6'S7FP FAClA + 2x2) lS REQUIRED
6' S7EP FASCIA W UNLESS SPAN < 80R OF MAX.
/j70 x 3/4' S M.S
O 12' 0.C 7HRU RISER INTO
2'x 2�x 0.040' SAfFENER
(SEE ABOVE FOR ROOF PAN DETA/L)
� (1) ,/f 0 x 3/4' W. HEAD
SMS TOP OF RISER.
�
ROOF PAN
FOR W000 CONNECIION USE
� � ,�f0 x 1-1/2' W. HEAD SMS.
� 7HRU ROOF PAN dc BOX
� HEADER 3' ON CENTER INTO
HOST SIRUCJURE. �
�
(4) PER ROOF PAN /f0 x 3/4' SM.S./TE'K
W/3/4'NEO. WASHER O 3' O.C. INTO BEAM.
6' S7EP FASCIA W//10 x 3/4' S.M.S.
O 12' O.C. 1HRU RISER INTO
1'xi'x2'x060'ANGLE CL/P 2'x 2'x 0.040'SAfFENER
W/(2) ,/f0 x 3/4' W. (SEE Pg. 2—H FOR ROOF PAN DETAIL)
HEAD SMS EACH WAY. BEAM PER PLAN
TYP. SECTION DETAILS
N.T.S
- - f�=, _ _ `,�J_��� � ��
DAViD NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HAVEN, FL 33880
(B63) 299—f04B P.E. 32fB6 Pg. 2—H
C.A. 8283
K r , • r ,
DETAIL 1 , �5 MAX. SPACING BETWEEN POSTS/COLUMNS� DETAIL 2
_. ..........—.._..— �
1 112"xt"x.070� �
(tYP.) P/CKET/Pt1ST TQP CAP i
CONNECTION DETAIL i
usE ,�raXr r/2" �
S.M.S � 1,2"O.C. ,
W/(2) W/THlN TOP 3"
.� 4 X.3 4 X.C}S{J�
PICKET TYP�
TOP CAP
= TYP.
SPACED 50 � 'a�� ����
THAT A 4" ��
SPHERE CAN
lVOT PASS
THROUGH (TYP.}
BOTTt1M CAP 1 _tj4"x3,f4"x.070"
3'-0" (MIN.)-1 BOTTf�M CAp
� �.Y
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3'x3' (MIN.) STOOP {!F REQ D)
7 3/4'
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BR1CK & BR1CK TD CONCRETE wJ `� �&�
MORTAR) R��
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2"x2 x.070"ALUM. POST x42" (MIN.)
5"x5" CAST AGUM. POST BASE W,/(4) �`4"0 Ct?NG. A.B. (OR (4}
�'10x1 1/2" S'CREWS lNTO WOOD)
8R/CK S TA IRS, S TD OP �c A L UMIN UM RA lL lN G DE TA lL S
N.T.S.
��T�.'
FOR TREAD, HANDRAILS AND GUARDRAILS DETAILS SEE PAGE 5—B
RAILING NOTE.�
RAILINGS, ST,41R—RAILINGS AND OTHER SIMILAR SAFEGUARDS SHALL BE
DESIGlVED TO RESIST A LOAD C1F 50 POUIVQS PER L!IV�AL FOC?T OR A
GONGENTRATED LOAD OF 200 POUNDS APPLIED !N ANY DIRECTI�N AT
THE TQP OF SUCN BARRIERS AT ANY LQCATION, WNICHEI/ER CONDlTION
PRODUCES THE MAXIMUM STRESSES. (PER FBC 2014 1618.4.6, 1)
__ -� -- � ---�" ��
,,- ..�.=_=--_-__ --����� � �,
- - -___ -- �� I DA V1D NORRIS ENGlNEERING
-; 112 COLEMAN RD.
• � '- WtN1FR HAV£N, FL 33880
(863} 299-f048 P.E. 32186 Pg, Jr–�{
C.A. 8283
: � : . .
i
TREADS & R/SERS:
� TNE HE/GHT OF R/SERS SHALL NOT EXCEED 7 3/4 /NCHES, AND TREAD (EXCLUS/VE OF
NOS/NG) SHALL BE NO LESS THAN 10 /NCHES W/DE.
TREADS W/TN A NOSING ARE ALLOWED A MAX. PROJECTION OF 1 INCH OVER THE LEI�EL
IMMEDlATELY BELOW THAT TREAD.
OPEN R/SERS ARE PERM/TTED, PROVIDED THAT TNE OPEN/NG BE7WEEN TREADS DOES
NOT PERM/T TNE PASSAGE OF A 4-INCH D/AMETER SPHERE.
HANDRA/LS:
R311.7.7 HANDRAlLS - HANDRA/LS SNALL BE PROVIDED ON AT LEAST ONE SIDE OF
EACN CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS.
R311.7.7.1 HEIGHT - HANDRAIL NEIGHT, MEASURED �ERTICALLY FROM SLOPED PLANE
ADJOININ� THE TREAD NOSING, OR FINISH SURFACE OF THE R.4MP SLOPE, SNALL BE
NOT LESS THAN 34 /NCHES AND NOT MORE THAN 38 /NCHES.
R311.7.7.2 CONT/NUITY - HANDRA/LS FOR STA/RWAYS SHALL BE CONT/NUOUS FOR THE
FULL LENGTN OF THE FLI�HT, FROM A POINT DIRECTLY ABOI/E THE TOP RISER OF THE
FLIGNT TO A POINT DIRECTLY AB01/E THE LOWEST RISER OF THE FUGHT. HAILRAILS
ENDS SHALL BE RETURNED OR SHALL TERMINATE lN NEWEL POSTS OR SAFE7Y
TERMINALS. HANDR.4/LS ADJACENT TO A WALL SN,4LL HAVE A SPACE OF NOT LESS THAN
1 1/2 /NCH BETWEEN THE WALL AND THE HANDRAILS
8311.7.7.3 GRIP-SIZE - ALL REQUIRED HANDR.4/LS SNALL BE ONE OF THE FOLLOWING
7YPES OR PROVIDE EqUII/ALENT GRASPABILITY.
1) 7YPE l. NANDR.4/LS WITN CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE
DIAMETER OF AT LEAST 1 1/4 INCHES AND NOT GREATER THAN 2 /NCHES. lF THE
NANDRAIL lS NOT CIRCULAR, IT SHALL NAI/E A PERIMETER DIMENSION OF AT LEAST 4
INCHES AND NOT GREATER THAN 6 1/4 /NCHES WITH A MAXIMUM CROSS SECTION OF
THE DlMENSION OF 2 1/4 /NCHES. EDGES SHALL N,4VE A MlNIMUM RADIUS OF0.01 /NCH.
2) TYPE lL NANDRAILS WITH A PERIMETER GREATER THAN 6 1/4 /NCHES SHALL HAVE A
GRASPABLE FlNGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER
RECESS SNALL BEGIN WITHIN A DISTANCE OF 3/4 /NCH MEASURED l/ERTICALLY FROM
THE TALLEST POR770N OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 /NCH
WITHIN 7/8 /NCH BELOW THE WIDEST POR770N OF THE PROFILE. THE REQUIRED DEPTH
SHALL CONTINUE FOR AT LEAST 3/8 INCN TO A LEYEL TNAT lS NOT LESS TNAN 1 3/4
INCNES BELOW THE TALLEST PORTION OF THE PROFlLE. THE MlNIMUM WIDTN OF THE
HANDR.4/L ABOVE THE RECESS SHALL BE 1 1/4 /NCHES TO A MAXIMUM OF 2 3/4
INCHES. EDGES SHALL HAI/E A M!NIMUM RADIUS OF 0.01 /NCH.
R311.7.7.4 EXTER/OR WOODfPLAST/C COMPOSITE GUARDS - WOOD/PLASTIC COMPOSlTE
GUAROS SHALL COMPLY WITH THE PROVISIONS OF SECTION R317.4
GUARORAILS:
R312.i WHERE RE�JIRED - GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING
SURFAC£S, INCLUDING STAIRS, R.4MPS AND LANDINGS, THAT ARE LOCATED MORE THAN
30.INCHES-MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT
WITHIN.36 /NCHES HORIZONTALLY TO THE ED�E OF THE OPEN SIDE. INSECT SCREENlNG
SHALL NOT BE CONSIDERED AS A GUARD.
R312.2 HEIGHT - REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES, INCLUDlNG
STAIRS. PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36 /NCHES
HIGN MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED
SEATJNG OR THE LINE CONNECTING THE LEADING EDGES OF-=THE TREADS.
8312.3 OPEN/NG LIMITATIONS - REQUIRED GUARO SH,ALL lyOT=l=IAVE OP.ENINGS FROM
TNE WALK/NG SURFACE TO THE REQUIRED GUARD NEIG1-lT WHICH ALLOW PASSAGE OF A
SPHERE 4 INCHES lN OIAMETER. -_ -- - . �
8312 4 EXTER/OR WOODfPLA.snr COMPOS/TE GUAROS - WOOD/PLAS77C COMPOSI E
CUARDS SHALL COMPLY WITN THE PROVI 191�/5 OF-SEC�IO R3�74= - _-- -
: - � �- ,- _
-- - _ _- -" :C��,��I ��' DA VID NORRIS ENGINE£RING
_ � 112 COLEMAN RD.
WINTFR HAVEN, FL 33880
(863) 299-f04B P.E. 32186 Pg. 5-B
C.A. 8283