HomeMy WebLinkAbout16-17071 :� . CITY OF ZEPHYRHILLS
_ 5335-8TH STREET
(813)780-0020 17071
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 17071 Address: 6227 HUNTINGTON DR
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: SILVER OAKS
Est. Value: Parcel Number: 03-26-21-0120-00000-1310
Improv. Cost: 2,400.00 OWNER INFORMATION
Date Issued: 2/19/2016 Name: ROWELL LARRY & DONNA
Total Fees: 75.00 Address: 6227 HUNTINGTON DR
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 2/19/2016 Phone: 813-782-4902
Work Desc: 10 X 22 SCRN CAGE
CONTRACTOR S APPLICATION FEES
BAHR'S ALUMINUM INC BUILDING FEE 75.00
,/ '�
..�ij �r
� �
_�� �
3�
Ins ections Re uired
FOOTER 2ND ROUGH PL MB MISC INSULATI N EILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly 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.
"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."
Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
f%,
_,-- O OCCUPANCY BEFORE C.O.
� C NT OR SIGNATURE PERMIT OFFI R
� PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
o � : . 'Q„ r!n -
�$,
y�: '
.�i2 �4_. ' _
eY fc
.
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
. ��] /
Contractor/Homeowner: 1-S 1`++'b�f'�'►��Y1(•t�'''1
Date Received: Z� ����,b
Site: � �
Permit Type: .�. S C�i'e�12 CJ4q� ���C Z Z
Approved w/no comments:❑ Approved w/the below comments:� Denied w/the below comments: ❑
�.�������� /� � .S�f-�� ��
�
This comment sheet shall be kept with the permit and/or s. „I
i �� �
Kal ' S ' -Plans Examiner Date ' on tor d/or Homeowner
r� (R uir- when comments are present)
�
9 3 i�`�
, s�s-�ao-oozo City of Zephyrhilis Permit Application Fax-813-78 -0021
.� • • /V� .y�2��"'//J /�� �
�a Building Department
Date Received �^' _
Phone Contact for Permittin�
7—��r� [�
Owner's Name X. Owner Phone Number ' / d
Owner's Address G[Yj� Owner Phone Number I
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
' JOBADDRESS CLb� / �J / �Y LOT# � I
SUBDIVISION � �����5 PARCEL IDl� ���� I� �� lJ'V�D��I[/
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR� ADD/ALT 0 SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE � SFR Q� COMM � OTHER
TYPE OF CONSTRUCTION BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK G , C!����
BUILDING SIZE ' SQ FOOTAGE�-9� � HEIGHT �
1 1"11 ITT7"1 7"1
OBUILDING $� � ��ATION OF TOTAL CONSTRUCTION
QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY � W.R.E.C.
OPLUMBING $ � 2
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 1 l� 1 � •
\.% �,^ ^/
� //
�GAS Q ROOFING Q SPECIALTY � OTHER � v �
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA OYES NO
BUILDER I��//�/ �COM�Y
SIGNATURE «�� REGISTERED Y/ N FEE CURRE� Y/N
Address �f � rYi( License# (J�✓
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y!N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA 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#
IIIILIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItllllllllllllllllll
RESIDENTIAL Attach(2)Plot Plans;(2)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 onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new conslruction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Directions:•
Fill out application completely.
Owner 8 Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is requlred. (A/C upgrades over$7500)
" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
; • ,
T�
� " 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.
UMLICENSED 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 cer[ificate 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.
COPISTRUCTION 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"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 performed 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 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 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 foilowing 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 wili be used only to fill the area within the stem wall.
- If fiil 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 permit 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.
WARMING 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 LENDE R AN ATTO EY BEF RE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.1 ) ,/�/�
OWNER ORAGENT TRACTOR �vIT ��1 / /J�7������'�
�_,$ubs�i ed and swo to(or affirme b ore e this Subsc R'bed and sworn[o(or affirmed) re me this
� r bY Zrll —/�/� _bY
Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced
identification. ' as identificaGon.
ublic Notary Public
Commission No. � O � Commission No. / � !�D ( / �
Name of Notary typed,printed or stamped Name of Notary typed,printed or slamped
CHRIS HELGESEN
oti19-r,PLgG =of�..,�� CHRIS HELGESEN
,; ,�,� MY CO�IMISSION#FF920719 MY COMMISSION#FF920719
,�� EXPIRES:SEP 22,2019 ��� IXPIRES:SEP 22,2019
`�.��"�Bonded through tst State Insurance °F Bonded through lst State Insufance
•. • �e % _ � � --, i:
:"'�.j�{1 '1�--; � � -----— _� `-- ���
C,• L�-- � �
_ �.� � i
� #�; �;"'3�"`� ���'� �,�`�'�4���} �;'�~�?
_ .,,,--� R � 1 `{ L _ ��, „
?.i? ?` � t ! � .�'�� j� ,;f� _,
t--
��
�� J I � t ��'' �C;,�.,.``=� .
_ t= �� �
�
3
� �
z
f F�
! ' # i
c � � �
$�-,���e�� �
t 1 " �4 t c' ., ,
c � + ��{_. ��'.
4 - '_'"` ;
� � �
�,/ + { i �
1� i q � �
'; !
�'........<.. —''� ^:� r � ��` , �
, .._G.>.�..,w...... �.ha..,,..,,....��. .............�.._.�..zY,�..�...�...e...»...,..�l..m.�,.,,..�._`_.�.,`x�..;�._'.»`�r...K...�.. _ E __..__
_':�.. ..b...�� ;
� `
-� a � i
� ; '�t.:��=��s�t� _ �
$ .."., ,����,,� t'����,��, `; � l ��.
� 't._-�' / �—� .!y j 3
�� � ' ,•� , • `
�'- �—.'f� r �y�3—� �_.. f i
� i,.���, f `' j '� ;'•, �t..;�z�' '� �. {�_ � 7
T � (
� •
�� q z
� � 3
..,._..._..�...—..._..- -- »..m_........�,._,.�=��.:�i-_..—..._._.............._ ..��i i
i------...............__.._........__..._.. �� � _._...�...._.._.....__.�.- —..._......_..�
�
f
,....._.� � �`����.�>� ��t;�L�s
�.�f. � 7 � ��"��_ '�- -���--
, �-�:i��`,�u U�g-
�'� � �, -� �;j`�-- �����t�
�` _____...._ 8� � ,
''+ �� �
�'...�.W...._...ti�._._...�...._._.._..__.. 1H� � _.� .
�� � � ,
� �'� �-:�- � -3 ,
'�'"7115f;0I5. FtoridaBuildingCode.Oniine
, - , �z�-��; �;;,:
y�, .,•,..
��;.
"w�'� �Y a g �� � tl � . � �
x, « s
"� '->,r,, ,- - „
aya, . "1�,' ��,@y, �rq fv+
ai:.H:= - Y�6'i`�{` '�' d�y���'i t��.��'5�.�.
�fv3��?�'a±�T�1�T� BCIS ttome � Log Sn � User Reglstfatlon i HocToplcs � Submlt Surcharge'� Stats&.FaGs ) Putilkatlans � FBC StaR j 8CI5 Site Map ! Links�( '5earch'! I
Busines ?�
Professi���) � prorluct Approval
USFR:Pub�lC User
���11�r��10�1
��IO7�l� ptodud Aoorovat Menu�PioQuct or AnolicaGon Search>Aootkat�on L35t>Appllwt7on Defail
ii11Y�i
,.A��__�;' � ��.„, " FL# FLi7638 I
Applicatton Type New
Code Version 2014
Application Status Approved
Comments
Archived �
Product Manufacturer Town and Couritry Industries,
Address/Phone/Email 460 West McNab Roai!
Ft.Lauderdale,FL 33309
(954)493-8551
tomj@tc-atum.com
Authorized 5ignature Tom JohnsEon
tomj@tc-a►um.com
Te�finical Representative Thomas.8.Johnston
Address/Phone/Emall 400 west McNab.Rd.
Ft.Lauderdale,R 33309
{954)970-9999
tomj@tc-alum.�om
Quality Assurance Representative
Adiiress/Phone/Email
Category Roo�ng
Subcategory Metal Roofing
Compl(ance Method Evaluatlon Report from a Plorida Reglst8red Architect or.a Llcensed.Florida
Professional Engineer
-1 Evaluatiop Report-Hardcopy.Recelved
fiorida Engineer or Architect Name wtio developeil the Robert J.Amoruso,P.E.
Evaluation Report
florida Llcense PE-49752
Quality Assurance Entity National AccrediYatlon&Management Institute
Quality Assurence Contract Expiretion Date 12/31/2018
Validated By ORLANDO L:BLANCO;P�
� Validatio�Checklfs eived
� VAI��`�HALL n,�,,
Certificate of Indepertdence F 17b�6 RO C01 PFR� � �� C�'�'1('LIr
YpF���L ES FL��DWITNALL
Referenced Standarrf and Year(of Standard), Z�pI�J�,.�E�s�����ILD�c
`��Y A,,
Equlvale�ce of P�oduct Standards lw�A AND
Ceriified By NCES'
SectJons from the Code • ►`
�So�:4�� clry'�e��
2��2.1 �/��� 0���.�,����°�/
`��iM��n�'��i�������
Rroduct Approval Method Method 2 Option B `�
,r..4�..:u�.1 A A!'f 7 J�f As1 C
�
c'`• Surema of Products
-ti '. .
p�� Model,Number or Name Description
17638.1 3"Aluminum Roof Rlser Panels 3"Aluminum Roof Riser Panels
LEmtts of Uso Installatlon Instrucdor�
Approved fo�use in HVHZ:No F�17G38 RO Ii TC0001 RevO R
Approved for use outside HVNZ:Yes Vertfled By:Robert J.Amoruso,P.E.PE-49752
Impact Resistant:No Created by Independent Thlyd Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See lnstaliatlon Drawing far Load/Span Design F�17638 RO AE P�2372 RevO ss.odf
Pressure Tables Created by Indepeadent Third Party:Yes
(Sack Nxzt
r_��*an i���•19�0 Na;h Monroe�treet.Taliaba«F�2399 Phone:850-487-1824
The Stete of Flotlda ts an AA/BO emptoyer.�owdaht 2007-2013 state af Flodda.::Pslvacv StatemeM;;a qbI11N�StaMm nt::
Under Ftorlda taw,emall addr�ses are Wb11c reaords.l(yau do not want your e-mail address released In response to a publlc-records request,do sertd electronk
mail to this entity.Insteed,aontact the oftiw by phorte or by Cradtttorel mati.!f yau have any qu�tlons,please mntac[850.487.1395.•Wrsua t to Sectlon
455.275(1),Florlda Stntutes,effective Odober 1,2012,Itcensees Itrnnsed under ChaD�er 455,F.S.mus[provtde the Departme�t wtth an emall add if they heve
afe.The emalls provlded may bC used for ofllUal communlcatlon wltt+the Ilcensee.However emall addresses are public remrd.If you do not wish to uppty a persanal
address,vlease provtde the Oeparanent wlth an emaii address which on be made avallabte ta the publlc.7o Oetertnine Nyou are a Ilcensee under apter 455,F.S.,
please dldc�..
Produd Approval Acaaph:
����
sccvrit ur.tx�rs
,.
2'x2'ROOF RURUNS (DESIGNED FOR 200,�POINT yp� 2'x_'PURUNS dc D/AGONAL
LOAD) ARE ALLOWFD FOR UP TO 78'/6'-6' WIND BRACING SHALL BE MI7ERED TO
CLEAR SPAN. ALIIM. BEAM (TYP.) FIT AND LOCAIPD W11}�IIN TFIE PLANE
ROOF BEAMS fRAMED TO POST OF 7HE S7RUCTURAL fRAMEWORK
DIAGONAL ROOF BRACING (WIND BRACE) MUST L (NOT SURFACE MOUNIFO)
SUPPORT 300,�POINT LOAD ROOF '
HEIGNT
A 2'x3"x050' (ALLDY 6005—T5) OR 2'x2"x093' (TYP.) 2 x_"
(ALLOY 6063—T52) (DESIGNED FOR 300�JI POINT � CREEN POS PURUN W1ND
LDAD) 1S ALLOWED UP TO 95' CLEAR SPAN , � BRACING
� EDGE 45 t
_' BEAM
1l2'
Q L CHAIRRAIL �
4? OPAONAL
Q %C'BRACING'
- T YPI CAL POOL CAGE EL EVA T ION
N07�S: CABLE OR K—BRACE REQ'D
1.) SI7E'SPEClF7C EN6/NEERING SNALL BE REQUIRED. FOR SIDE LONGER 7NAN f0'
3.) ALL SCR£EN SHALL BE 18/14 OR LARGER OR � 150 S.F. (SEE NOTE'S)
4.) AL7ERNATE BRACING lN UEU OF CABLEi 1'x2' OPEN BACK, OR L 1'x2'x.050; W/(4) ,yf0 SMS -
INTO EA. CONNECAON PT.
6.) CHAIRRAIL MUST ATTACH TO COL UAUZING lN7ERNAL SCREW BOSSES (MIN. (2) ,�'10 SMS); OR
lN7ERNAL OR EX7ERNAL, 'L' CUPS, OR 'll' CHANNEL, W/(M/N. (2) ,�'10 SMS/FACE), OR PER
K—BRACE DETAIL (FOR ROOF PURUN ATfACHMENT— SEE Pg. 1—E)
7.) CABLE BRACING FAS7NERS (AT EA. END) SHALL BE ANCHORED W/MIN. (4) ,/�10 SMS,
OR (J) 3/8'p (x 2'MIN. EMBED.) CONC. ANCHOR OR (2) 1/4'� (x 1 1/2'M/N. EMBED.)
CONC. ANCHORS INTO MIN. 4' (NOMINAL) CONC. SLAB.
8. KICKPLATE (ALUM. CO1L, P.T. PLYWOOD, OR ALUM./VINYL SIDlNG—HORIZONTAL OR VERACAL)
ATTACHED PER MANUFAC7URERS SPECS
- 1 1/4"x 5 1/2'x .120'
ALUM. FLAT PLATE W/
rABLE BRAG�NG DESIGN FOR POOL CAGES (2) 1/4"m x 2' CONC. A.B.
1. A.) PAIR OF CABLES: (2) 1/8'm S S CABLES BRACED !N OPPOSITE
DIRECAONS, APPROX. �.5' TO_GROUND._ - CABLE CONNECAON W/
B.) i1LL CABLES SNALL ATTACH FROM 7HE TOP RAIL TO 7HE BASE. 3/8'0 X 2' CONC. A.B.
45'ANGLE ALUM. PLATE
fRONT WALL BRAGING REOUIREMENT
A._(1)_PAIR OF CABLfS lS MIN. REqUIREMENT � �
B. SCREEN AREA =._SIDE WALL AREA � CABLE BRACE EYE—BOLT
- - - - - - - - - - -� - - - l .
SIDE WALL BRAGING REOUlREA1E�lT
A.) (1) CABLE BRACED BACK TOWARD HOST S7RUCTURE NEW OR EXIST.
B•) p(Q�SBL£S�SR£�R��U+IR£D FOR WALLS• (TyP, OF(5)) ,/�10 x 3/4' TFKS CONC. SLAB
s,°°sF °R s s•`"°n� CABLE BRACE CONNECTIONS
- - A T CORNER & FOUNDA T ION
CUP ATTACHMENT NOTES -
CAPR/ CUP:
usE (z) � ��x �'x.oso' w/(2)
/'f0 X 3/4' TEKS INTO EA. FACE
QB CAS7LE CLIP:
[ 1 1/2'X 2 1/8'X.050'REC
W/(4) /1 D X 3/4' TEKS INTO BEAM OR OPEN BACK
dc (2) ,/'f0 X 3/4' 7E7CS INTO EA. SID£ OF COL
QB INTERNAL CUP:
USE[ 1 1/2'X 3/4'X 1 1/2'LG X.044'
W/(2) 1/4� X 2 1/4' TAPCONS
dc (2) /f0 X 3/4' IEKS TNRU COL
INTO EA. SIDE OF CUP.
QB H CNANN£L:
l/SE fiJLL W1D7H W/MIN. (2) �10 X 3/4' 7EKS
INTO EA. FACE.
NOTE.•VERACAL POSTS ABOVE AND BELOW
WINDOW AND DOOR HEADERS ONLY
REQUIRE ONE CLIP AT EACH END.
rOLUMN ATTACHMENT AL7ERNA7E
(TO TOP PLA IE/BEAM OR REC[BASE)
USE (2) �'10 S M.S. (1'M/N. PENE7RA AON) NTO � \_�-
SCREW BOS.� `/--^-
� � C � DAVlD NORRIS ENGINEERING
112 COLEMAN RD. �
W/NTER HAVEN, FL 33880 P �-A
(863) 299—f048 P.E. 32186 9•
C.A. 8283
� • . � 18'MAX. (FOR GABLES) MAX. NORIZ. OFFSET OF MANSARD SPUCE lS ,
' 45'MAX. (FOR MANSARDS) ���EN MAX. SLOPE 8 30'+EVER IS L=3Xh (18'MIN.) �N7ERNAL GUSSET
MAX. HORIZ. OFFSET OF MANSARD SPLICE IS � , SHOWN W/SCREW
. 1/4 ALLOWABLE SPAN OR 6' WNICHEVER IS • PATIERN
� • ' ' • . � LESS, WHEN MAX. SLOPE s 45'+ � � �
.
• h MIN.) • h_��2�
BEAM 2X- h
S.M.B.
2 X SM.B. • J• • I EX7ERNAL
� SPL l CE SPUCE PLA7E
VARIES SL077ED 2 X ___'s BUTTED TOGETHER
D E TA lL S (EXTERNAL OR
2 X __ S M.B. SLOTTED 01/ER 2 X �_ S.M.B.
OP TION 2 DETAIL /NTERNAL GUSSET)
OP TION � DETAIL 1.�PUCE DETAIL SHOWN MAY BE ROTAIEU Fostner SpNce lN. SCREWS EA. HALF 0
FOR MANSARD APPUCATIONS Schedule P/ote A. SIDE OF SPUCE PLAIE
2. MAINTA/N M/N. 1 2"fROM SPUCE PLA7E eam ae mickness OPAON 1 OPAON 2&3
� SM.B. OPAON 2
PERlME7ER TO ¢ OF SCREWS /70 #'12 ,�14 �10 �{'12 ,�t14
3. ALL SPLICE PLAIES ARE ALUMINflM ALLOY 2 X 4 1 4 8 7 6 16 14 12
6063 T-5 x REqUIRED 7NlCKNESS (SEE TABLE)2 X 5 %4' 9 8 7 18 16 14
2'[REC. (OR EQUIV.) EA. SIDE 4' SPACE ALL SCREWS (3/4'MIN. LENCTH) X 6 3/16' f0 9 8 20 18 16
OF BEAM, SECURE W/�'f0 7E/CS EQUALLY AROUNO PER/ME'7ER (STACGERED 2 X 7 f/8' 12 10 9 24 20 18
lF NECESSARY). 2 X 8 3/16' 14 12 10 28 24 20
2'M/N. EA. SIDE OF SPUCE O 1' O.C., 5. SPACE,/14 O 1'M/N., /�12 �3/4' MIN., 2 X 9 3/16' 17 13 1 f 34 26 22
STAGGERED AND /10 O 5/8'M/N. X 9 X.310 1/4' 21 16 12 42 32 24
6. CUT SM.B. TO f7T AGHT ALONG VERACAL f 4' 8
• • • • • • • • • • • • • • JOINTANDTOPFLANGES
� � 7. DRAWINGS ARE N.T.S
. • • ' • 2 X— 8. L=3xh (18'M/N.) FOR ALL GUSSET/SPLICES
S M.B. g, ALL S M.B. SECAONS SHALL BE SATCHED TOP
� • � de BOTTOM W/,/�f0 SM.S m 24' 0C. (MAX.)
SM.B. — SAME S/ZE BOTfOM
AS ROOF BEAM W/ FGqNGE W/
TOP fZANGE REMOVED �ry0 O 6' O.C.
2 X ___'s BUTTED TOGETHER
OP TION 3 DETAIL (ExrERNa� cussEr) ,
----_
� ��--�-
`Z s ( �
DAVID NORR/S ENGlNEER/NG
112 COLEMAN RD.
WINTER HAVEN, FL 33880
(863) 299—f048 P.E. 32186 Pg. �—�
C.A. 8283
f �
OP710NAL 2x2 OR �P P��
2x3 TOP PLA7E' �Jyp� �•a. �•a.2• OPAONAL
1 X2' TOP PLAIE W/(3) ,/70 SMS INTO ANGLE CLIPS EACH C 2 1/8'X 1 1/2'
SCREW BOSSES MIN. 1) SIDE OF POST W IN LIEU OF
�10 X 1 1/2' S.M.S � /(4)
INTO SCREW BOSS OPAONAL POST TO �y8 X 1/2'SM.S OR (2) L 1'X 1"X 2'
BASE CONNECAON: [2 f/8' (DASHED) 2 X POST
2 X POST (FOR 2x2, 2x3, dt 2x4
PAAO SECAON) dQl�VER7ICAL POSTS ABOVE AND BELOW
*2'AT CORNERS dc W/(3) �lOxl 1/2'SMS N'1NDOW AND DOOR HEADERS ONLY *2'AT CORNERS Qe
NON-CONT. BOTfOM PLA7E INTO SCREW BOSSES RE�UIRE ONE CLIP AT EACH END. NON-CONT. BOTfOM PLA1E
2 JC2' CHAIRRAIL 2'X2' CHA/RRAIL
��� N�TO SCREW2BOSS S ��•)
1/4'� x 2 1/2'
1/4'� x 2 1/2' CONC. MAX. CONT. 1 JC2'BOTTOM PLATE MAa, CONC. A.B.
A.B. �24' O C �c 1 X2'BOTrOM PLA7E * � m 24' O.C.
e . a , . e . . a � . a , „ . .
a � ' •
a '•v .. ' y . •e a•a
. . :.a .. , . e: . ��. .a�Q. . POST T� DECK � � � . .' °
N.T.S
L 2'x2'x.060' (SM.B. REQ!!lRE
� 1/B' 7HlCKNESS) TOP dc
m BOTfOM W/�10 � 1' O.C.
(3/4' O.C. M/N.) STAGGERED �o
W 7HROUGHOUT(4) M/N./FACE �
� a� 1'x 2' OPEN BACK W/�f0 x 2'
v 2� BEAM/pURLIN rj j� S M S. � 12' 0.C (MAX.)
k� Q e�
N � ' � T YP, SCREEN WAL L
� 2 ATTACHMENT DETAIL
O�P ONAL [2; 3; OR 4'REC ,m�
ELEI/AT/ON lN UEU OF(2) L'S y�v _ N. T.S,
,TOP OF.L 2'x2'x_' CUT 1 1/4' �
W)DE(MIN.) BETWEEN SCREEN
Q � SPL/NES � �LQI� GUSSET MATERIAL
SAME AS UPRIGHT AND
m � 2x_ BEAM/pURUN 1/16'M/N. 7FllCKNESS
- � :�,(CARRIED.MEMBERS,�07FlER 7HAN , 2'x3' SPEC/AL 96'MAX. SPAN)
__ v_ _ _'=SCREEN ROOF PURLINS, REQUIRE �2 x2 W 1 x2 OPEN
- - =S/7E`SPEClf7C ENGINEERING) BACK (80'MAX. SPAN) p•
I
N 30, OPAONAL ORIENTAAON �� 2'x3'
M/N. BEAM/RO�F PURL I N TO BEAM �' " u
_ •
�— lN LIEU OF"7H£ABOVE' - FOR D/AGONAL BRACING {f07H N T. S SM.S O 24' O.C. � 1 1/2'x 4'
- � RECE/NNG CHANNEL
COMPOUND.M/7ERS - USE,/f0 x=2' TOE-SCREW� TOP �
dc BOTfOM W/A 2'x-2' CAPR/ CUP (OR 4'x2'FLAT 2'x 4' GUSSET
SIRAP) W/(4) ,�f0 7EX ATTACNED AT BOTTOM OF-
D/AGONAL TD BEAM-- P���5�
(MCOLUMN WI C8) /10 S M.S /
EA. SIDE
PURL I N TO UPR I GH T/
� COL UMN DE TA I L
N, T. S
_./���
I
� � � � DAV/D NORR/S £NGINEER/NG
112 COLEMAN RD.
' WlNTER HAVEN, FL 33880
(863) 299-1048 P.E. 32186 Pg. �—E
� C.A. 8283
,. �
� � �� BEAM TO POS T CONNEC TIONS
2 X_ TOP PLA7E
2'X_ TOP PLA7E W/(2) �10 SM.S
W/(2) �1 D S M.S
(OR EQUII/.)
� 2X_ BEAM
•I
2X_ BEAM �I
� I
��
� I
NOTCHED 2'X_ SM.B.
� I 7EL£SCOPED OVFR 2'X_ POST
. —I 1' (MIN.) AND SECURED W/�10 X 3/4' TEKS
m 3/4' 0.0 STAGGERED ON EA. SIDE
[1 1/2'x 2 1/8'x .050'RECEIVING
CHANNfL SECURED TO 2'x POST W/ afQ7� S.M.B. USED AS POST MAY
/'10x3/4' 7FKS O 1' O.C.. STAGGERED 7ELESCOPE OVER SM.B. USED AS
AND SECURm TO BEAM W//fOx3/4' B£AM
7EKS � 1' O.C., STAGGERED, Ei1CH SIDE.
(OPAONAL) (2) L 2'x2'x.050'MAY BE OP TION 2 DETAIL
11SED lN LIfU OF RfElV1NG CNANNEL N.T.S
OP TION � DETAIL
N.T..S 2 X 3 SPECIAL
2 X 3 /NTERNALLY
SCREWFD W/2'X j70,
((4)/COL) 2 X_ BEAM
NOTCHED 2 X_ S M.B. TO
' OVERLAP 2 X_ POST
,�10 X 3/4' m 3/4'
' 2 X_ BEAM _ , O.C., STACGERED ON
, - EA. SIDE.
2 X 2 X.040' �
�. 1 X 2 TOP PLA7E 2' (M/N.
�'� 2 X 4 (M/N.) COLUMN
,{�10 X 3/4' �3/4' - j•: -. _.�24' O.C..(MAX.) 2 X2� ROOTCF BEAM. RECElVF
O.C., STAGGERED ON �
--EA. SIDE. � p ST �"""� OP TION 4 DETAIL
2' (M/N.
N.T.S.
- 1 1 2'X 2 1 8'REC.
_ _-._ - -�-OP Tl0/V 3 DETAIL _ s E�A�'���3'�`�,o T�s 3
- N.T S /NTO EACH S/DE OF 2J�
"- ' BEAM
2 X_ BEAM -
2X3 SPECIAL
- 1 1 2'X 2 1 8'REC.
W 4 �f0 7EKS/NT0 2X3
SPECIAL dc (2) ,�10 7EKS j70 7EK O 3/4' O.C.,
INTO EACH SIDE OF 2J� STAGGERED ON EACN
BEAM SIDE
2' (M/N.)
2 X 4 (MIN.) COLUMN
NOTCHED TO RECEIVF
ROOF BEAM.
OP TION 5 DETAIL
N.T.S
_�_-__
� i � � DAVID NORR/S ENG/NEERING
� I 112 COLEMAN RD.
W/NIER HAVEN, FL 33880
(863) 299—f048 P.E. 32186 Pg. �—F
C.A. 8283
�z� #�aXa' SCREIJS B EA, RAFTER CTYP.) SUPER GUTTER CONNECTIONS
CPRE-DRILL TO £NSURE NITTING RAFTER TAILJ
2' W1DE X.050'EX7RUDE0 STRAP �EA. 2 10X3'SCREWS �EA. RAF7ER
BEAM CONNECAON W/ 1/4'0 X 2'LAG , A
SCREW THRU S7RAP INTO FASCIA. 10 X 1 1 2'
(2)�f0 X 3/4� TEKS S.M.S. � 12 7 8'fERRULE W17H 3 B'X 8'
O.C. MAX. 5 tA�� LAG SCREW�24 O.C.
RI�U MAX•) �Sg tA��
RA� p.H• � RI1R MpX')
� RpF1E �N. (
.
27(_ • �
BEAM • 2 X_ BEAM � '
'� •
•
' • FOR ANGLE FASCIA USE •
EX7RUDE0 ANGL£S, SUCN AS •
� 1'x1; 1'x2; 1'x3'ANGLES TO
2 f0 X 3'SCREWS 7HRU SQUARE UP GUT7ERS
CLIP, 2X3, AND GU77ER > > 2'X 2 1 8'X.050'SECURED TO
rx2'ANGLE CUP W cur�R w �']0 X 3 4 �K5 a � o.c. BEAM .& GUTTER CONNECT/ON
4 /10 7EKS INTO BEAM �� STAGGERED AND TO BEAM W/�10 X 3/4• OPT/ON 2 DETAIL N. T.S
•• 7EXS. O 1' O.C. (STAGGERED ON EA. SIDE)
2'X 3'X.045' • ALL DETAILS SAME AS OPAON 1 EXCEPT AS SHOWN
PATIO BEAM . BEAM & GUTTER CONNECT/ON
: OPT/ON 1 DETA/L N r.s
OPTIONAL 2X3
PURLIN SUPPORT
OPAONAL S7RAP CONNECAON QB 2' IMDE X.050'EX7RUDED
.040 X 1 1/2'S7RAP S7RAP O EA. BEAM
�EA. BEAM CONNfCAON W/1/4'0 X 2'
LAG SCREW 7HRU S7RAP INTO
FASCIA W/,(2) /10 x 3/4'
7EKS/NTO SUPER GU77ER .
,{�10 X 3' O 24' O.C. (MAX.) ,�lOX2'SCREWS
(2) �'f 0 X 3/4' 7EKS INTO SUB-FASCIA
� tpli.
�� AX.)
� 2 X_ BEAM - __ � ' RA�RO M
2'X 2'X.040'C � -
5' OR 7' �10X2'SCREWS
SUPER � 16' O.C. (TYP.)
GUTIER
- ' - Wt70D FIIRRING �EA. - _ , :
/ N .
BEAM & GUTTER CONNECTION
OP TION 3 DETA/L N r, s
ALL DETAILS SAME AS OPAON 1 EXCEPT AS SNOWN '
�� � � � DAV1D NORR/S ENG/NEER/NG
112 COLEMAN RD.
WINTER HAVFN, FL 33880
(863) 299-f048 P.E. 32186 Pg. �-�i
C.A. 8283