HomeMy WebLinkAbout16-17976 CITY OF ZEPHYRHILLS
- 5335-8TH STREET
� (813)780-0020 17976
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit N;umber: 17976 Address: 6431 LAURELWOOD DR
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class af Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Propos�d Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: SILVER OAKS
Est� Value: Parcel Number: 03-26-21-0120-00000-0272
Impro�r. Cost: 2,250.00 OWNER INFORMATION
Date�ssued: Name: WILMOT BARBARAANN
Tot I Fees: 75.00 Address: 6431 LAURELWOOD DR
Amo�nt Paid: 75.00 ZEPHYRHILLS FL 33542-4870
Da�e Paid: 12/06/2016 Phone: 813-997-4530
Wo k Desc: SCREEN ENCLOSURE 18 X 18
CONTRACTOR S APPLICATION FEES
KEITH �EEVES CONSTRUCTION INC BUILDING FEE 75.00
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Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER OND DUCTS INSULATED SEWER MISC.
ROUGH E ECTRIC LINTEL MISC MISC.
1ST ROU H PLUMB PRE-METER INSULATION WALL MISC.
,
DUCTS IN�STALLED WATER MISC DRIVEWAY
PRE-SLA SHEATHING MISC. MISC.
CONSTR CTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local �overnment 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.
NOTIC�: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may b 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.
"Wa ning to owner: Your failure to record a notice of commencement may result in your paying twice for
impr�vements 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 perFormed in accordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
�
ONTRAC OR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
�i
� sT3-�aaoo2o City af Zephyrhiils Permit AppCication� F�-s�a-7sa-oo2�
. Building Department
Date Receive '' .�-�'""� Phone Contact far Permitting • � – f�
Owner's Nam$ � 4�'k�C.��G'�, �`I�� ��1 �� Owner Phone Number p��^ ( ! ` ���
Owner's Addr ss �Ca� l�E.. lC� I-�"� ' Owner Phone Number �— �
)� -T),�� �
Fee 5imple Ti tehotder i3ame (.�,�K!(..�/�'C. �JU,��IGY�C.�i 1 Owner Phone Number �—
Fee Simpte Ti leholder Address i9 � �C � }� �C7 �'� •
JOB ADDRES t�"{ LG:C. J�' � Lr� Y1 r LOT# �"'�
suBa�v�s�oH 5�1�1�'�`C�Ct�.���,�� PARCEl.11}# �3 �2�-Z.l—�7120 -r�c3oo -D ?,�.
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROP, SED e NEW CONSTR� ADDJAl.T [,� SIGN Q Q DEMO�lSH
1NSTALL REPAIR
PROP.OSED SE Q SFR Q CQMM � QTtiER
TYPE OF CO STRUCTION [� BLOCK - Q FRAME 0 STEEL Q
DESCRIPTIOht OF WORK ��� �'J�G�B lil,� � �� 1r� ��it�-�'-2
BUI�.DIR1G St(E ��J�t� � SQ FOOTAGEF �v� HEIGNT �� �
�
OB�� ���C" � �a�"'��� VALUATt4h!QF TOTA�GOtVSTRUCTlON
�EL CTRICAL � � AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
QPL MBING � � ����
ME HANIGAL $ ^ VALUATION OF MECNANICAL INSTALLATiON �
0 �
QGA Q RQQFING [� SPECIALTY � QTHEE2
FINISHED FL' OR ELEVATIQNS �� FLOOD ZQNE AREA �]YES NO � ����J r1 C"
�
„�...,, ��
�u��n�� �- �� t `��,0� co���vav �� ��v �.���5�1't.�� �`�%�
SIGNATURE � ��/"`r" REGIS7ERED Y/ N FEE CURRE� Y/N
Address License# ��i����'f��'�
ELECTRICIAtJ COMPANY
� SIGNA7URE REGISTERED Y/ N FEE CURRE� Y/N
� Address License# � � ��
PLUMBER. CQMPANY
SIGNATURE �REGI57ERED Y'/ N ' FEE CGRRE� ' Y/N
Address ' ' - � � ' license# � �
MECHANIC • -� ` ` -. • . - C4tVIPANY
SIGNATURE � ' " - ' REGISTEReo , Y/ N FEE CURRE� Y/N
Addtess � � ' -L•icense.#. �r �
OTHER• � COMPANY
SiGNATURE 'i '• REGISTERED Y/.N.. FEE CURREk , Y/N
Address ' - � License# �— �~�-- � -
RESlDEIdTf F ;��, ;4ttach{2).P1ot Plans;(2).sefs of Buiiding=Ptans,{1}'set af'Energy,Forms;R-0-W.P.emiit.far new.constructian,
, - Minimum ten'(>10).working'.8ays after submittal:tla#e. 'Requiretl onsite,Con`stniction Pians,Stormwater Plans w/Silt Fence installed,
� � Sanita,ry.Facilities;&;;1�_dumpster Site.Work Permit'for.sutidivisions/large projects� � -
�COIVlM�RCI Attacti�{2}'corriptete'set's of Suiliting Plans plus,a i,ife Safety Page;{1}set of Energy Fonms.R-O-W Permit for new consfruction.
- � Minimum ten(10)working days after submittal date. Required onsite,Constructlon Pians,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.8ite Work Permit fat a!I new proJects,All commercia!requirements must meet compiiance
, `.='51GN PEEiNtI Attacl�{2)sets.of:EngEneered Plans.
- "'•PROPERTY SURVEY required for all.NEW..constructian. ,
,- Rlrect{ons:. . . _ �
- Fill.6ut a plication completely.
Owner 8�Gontractor sign.back of application,notarized
_ Ff over$ 800,a Notice of Corrfinenaement is requlred. (A/C upgrades over$7500j
"' Agent(fbir'the cont�actor)or Power of Attomey(for tFie owner)wauld be someone with notarized letter from owner authorizing same
:OVER TNE COtINTER,PERMl1T1NG`;°"':""��opy af'cantract•required}
Reroofs if shir gles Sewers ,Service-Upgrades A/C �' : Fences(PIoUSurvey/Footage)
; , , ' ,
Drivewa -Not over Coun#er if on public'roadways..needs ROW
- - - �-�.:,..�,�.:.�:���
NOTICE OF DEED RESTRICTIC1NSs ,The undersigned understands that this permit'may be subject,to"de�ed" restrictions° �.
which may.be more cestrictive.than County r`egutations. The=undersigned.a"ssumes cesponsibilitjr�for com��liance rrvifFt any '�`�
applicable deed restrictions. � ,.., .. � � :� �°
UNUCENSED=CONYRACTORS AND CONTRACTOR RESP.QNSlBILlTIES: !f�the owner tias hired�a� contractor or
cant�acfars fo undertake work, they may be required to be�licensed in accordance with state and local r;egulations: �1f the� �
contractor..is not licensed as required by`law, both the owner and'contractor may=-be-cited far.a misdemeanor violation
under state lauv. If the owner or intended contrac#or are uncertain as to what ticensing requirernents.;m<�y�apply•.for=#he. -�
intended work, they are advised to contact the Pasco Caunty Building�Inspection Division—Licensing Section at ?27-84?-
8QQ9. Furthermore, if the owner has hired a ccintractor or cantractors, he is advised to�have the contractor{s},sign,.,,, ,
partions of the "con#ractor Block" of this application_for which they will be responsible. If you, as`the owrier sign'as tlie
contractor, that.may be an indication that he is nat properly licensed and is not entitled-fo permitt'ing prlvileges in Pasco
Caunty. ' . . -
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recavery Fees may apply#o the.constructian of new buildings, change�of�'- "
use in existing 6uildings, ar expansion of existing buildings, as speci�ed in Pasca County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as�may be due, will 6e identifiet! at�the time�of
permifting. it is further understood that Transpartation tmpact Fees and Resource Recovery Fees must k►e paid prior to •
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate o1f occupancy.ar, �
final pawer release, the fees must be paid prior to permit issuance. Furthermore,.i#Pasco Caun#y Wa#erlSewer-Impact=
fees are due, they must be paid prior ta permit issuance in accordance with applicable Pasco County ardinances.
CONSTRUCTION LIEN L:AW{Chapter 713, Florida Statutes, as amendedj: If valuation of work is$2,50��.QO.or more,..l �
certify that i, the applicant, have been provided with� a copy of the "Flarida Construction Lien Law--Homeawner's
Protection Guide" prepared by the Elorida Department oP Agriculture and Consumer Affairs. ff the applicant�is sameone_
other#han#he"awner", 1 cer#ify that I have abtained a capy of the above described'document and pramise-in;good faifh ta
deliver.it to the"owner" priar to commencement. � �
CONTRACTOR'S/OWNER'S AFFIDAVIT: 1 certify that a11 the information in this appticat�on is accurate and that att wark
will be done in compliance with all applicable laws regulating canstruction, zoning and land-development. Application is
hereby made to obtain a permit to do work and installa#ion as indicated. ! certify that no virotk or.iristallation has
cammenced prior ta issuance of a permit and tha# a11 work wiil be performed ta meet standards of all I�iws regulating
construction, County and Gity cades, zoning regulations, and land develapment regulations in-the jurisd'iction. I also
certify that 1 understand #hat the regulatians of other gavernment agencies tnay apply ta the intended work, and that if is
my respansibility to identify what actions I must take to be in compliance. Such agencies include but are not limited,to: ,
- Deparfinenf of Environmentat Pro#ection-Cypress Bayheads, Wetland Areas and Ehvironmeni;alty Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Flarida Water Management District Wells, Cypress Bayheads, Wetland Ar+�as, Altering
Watercourses.
- Army Corps of Engineers-5eawalls, Dacks, Navigable Waterways.
- Depa�tment of Health & Rehabilitative Services/Environmental Health Unit Wells, Wastewate:r Treatment,
Septic Tanks.
- US Environmental Pratec#ian Agency-Asbestos abatement. � � �
- Federal Aviatian Authority-Runways. ��
I understand that the following restrictions apply to the use of fill:
- Use Q€fill is not albwed in F1ood Zone"V" unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understoad tha# a drainage plan ��ddressing a
"compensating volume"will be submitted at time of permitting which is prepared by a prafessic►nal engineer �
licensed by the State of Florida.
- If the fill material is to be used in Fload Zone "A" in connectian with a permitted building usii�g s#em wal!
cons#ruction, I certify tha#fiil wilt be used anly to filt the area within the stem wal1.
- If fill -material is to .be used in -any area, I certify that use of such�fill will not adversely afi'ect adjacent
prape�ties. If use of fill is found to adversely affect adjacent properties, the owner rnay be citedl for violating
the conditions af the building permit issued under the attached permit application, for lots less than one (1) i
acre which are elevated by�II, an engineered drainage plan is requited.
1f I am the AGENT FOR THE OWNER, 1 promise in good faith ta inform the awnerof the permitting canditians se#forth in �
this affidavit prior to commencing construction. I understand that a separate permit Fnay be required for ele:ctrical work,.
pEumbing, signs, wells, paois, air canditioning, gas, or other in`stallations riot,specifieally included in fhe a�plication. A :
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, caricel, alter, ar
set aside any provisions of the technical codes, nar shall Rssuance of a permit prevent the Builciing Official fr�m thereafter
requiring a correction of errors in plans, construction or vialations of any codes. Every permit issued shall be�come invalid -
unless the wark autharized by such permit is comrnenced within six months of permit issuance, or if work authorized by
fhe permif is suspended or abandaned far a period.of six(6}manths after the time the work is commenced. An e�ctension
may be requesteci, in.writing, from the Buildirig Official for a period, nat to exceed�nin_e_ty,_(90.)_daysand-will �demonstrate ----
iustifrable cause-fo�-the ex#ension:ff workceases for nmety�90 cansecutive days,the jab is considered abandoned.
WARNING TC? OWNER: YOUR EAILURE TO RECORD A NOTiCE QF CQMMENCEMEN'F MAY RESULT IN YDUR
PAYiNG TWiCE PC1R tMPROVEMENTS TO YOUR PROPERTY. IF YOU;INTEND.TO�BTAIN FtNANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YQUR. OTICE ° F OMMENCEMENT.
F�URtQA JUf2AT{F.S.11T.03)
OWNER OR AGENT CONTRACTOR _
Subscaibed and swom to{or a#fitmed)before me this Sabscribed and s o t or a ed) re m is
by b 1� "� _
Who is/are personally knoum to me or has/have produced ` Who is/are anally own to me or has/have produced
as 3dentification. as idenaficaUan.
Notary Public Notary Public
Commission No. Com a ian No
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ti,�Y..yB4.,,, dACQUELIN
:� :°: ission#FF 150422
Name of Notary typed,printed ar stamped Name af iVo#ary typ � ��at�dDecesn t �
,,, Q, zois
•,,�`�p��.Q,•� Bonded Thru Troy Fain Insureow 6043&5'
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contracto 1Homeowner:
` IC,`�U�� (.�i!�/����
Date Rec `ved: f�"���l�
Site: , ��c31 L.G�-w^e��T� �f�.
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Perinit T e: -����`��'j��-�
Appraved tna comments: Appraved wlthe below camznents: ❑ Denied w/the below comments: ❑
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This coznrn t heet shall be kept with the pern3it andlar plans. _
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,
�alvin Swi er ans Examiner Date Contractor andlor Hameawner
{Required when comments are present}
BEARIN IS BASED ON THE CENTERLINE OF LAURELWOOD DRIVE, ' JOB NO.01627
SA1D LI _ BEARS S 00°47'32"W. ASSUMED. � �,�� DATE; 1 I-13-2001
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LINE DATA C�J ,� �� .
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FOUND'X'C aGEi� �, �
S 0 °47'25"E(M) 31.34'(M) INCONC� " ryy oqr,,sP O�1J�.
S 0 `47'32"E(P) 3'1.33'(L) A.�1 �° 00 -�,�
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IN CONCRETE
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�gZ��p��`%2��3`� RADIUS 140.00'
� ,�g3��R�p3p��Pl ARC 34.62'
.
�' �yo C�HORD! 34a53'(CALC) 34.49'(M)
�� CB N 27"16'15"E(M)
a,/ N 25"39'37"E(CALC)
SHEET 1 OF 2. SURVEY NOT VALID WITHOUT SHEET 2 OF�2. BOUNDARY SURVEY
�
� LEGAL ESCRIPTION
A SURVE OF lAT 27B,OF THE PLAT OF SILVER OAKS PHASE ONE,
AS RECO ED[N PLAT BOOK 26,PAGES 46�F9,OF THE PUBLIC RECORDS OF PASCO COUNTY,FLORIDA.
�
NOTES: , ,,,
Florida Building Code 5th Edition 1. spans based upon calculations performed by engineer.
•=•• TABLE 2. do not exceed spacing between colums (dims shown are o.c
SceenedEnGosures-Risk Category .) without .' ��..••• ••..�/�W. F
I written approval from engineer, additional columns can be added or '� cz
••• Sun-Rooms/Acrylic Enclosures-Risk Category II 3' •cO W ?o ,
spacing/spans reduced with no adverse affect. '
•• Figures 1609A&C-140 mph windzone(3 second gust) V p�• a"t*
3. beam and column sizes can be increased in size with no adverse - p
.. 1609.4.2-Exposure Category B affect to structure. sizes shown are minimums.
•• 2002.3.1-Extruded Aluminum to have a minimum wall thickness of 0.040"
4. columns and beams should be evenly spaced where practical. - H�p
•••• Table Horizo2.4-Structure Loading Pressure at 140 mph:ntal tal(winward/leeward) 27 PSF/21 PSF max. Q ,
5. contractor is allowed to make minor field adjustments to account for -7 i v, w$
field conditions. to
• ••• Interior Pressure 110 PSF max)(screen connection aiillxure point)
6. frame is not designed or intended to be used as safe habitation ��
during a storm event. • •••...••
• Structure designed for use with 20x20 max mesh density. Use of a less dense mesh will not ROF ` W
{ adversely affect the structure. SuperGutter Note: , 4( P
• 2002.4-Any 1 ft length of primary memeber is designed for a 300#vertical load. Any 1 ft length of 1. Use min.5"supergutter '` ! ,
secondary memeber is designed fora 200#vertical load. 2. Contractor may elect to use 7"supergutter with no adverse effects to the structural integrity of the project.
LLm� o o
• Table 1604.3-Maximum deflection allowed: • a s z o =
•• Roof members o2w10 =R
c8o-> a
••0 screen=l/60
U60
J ••• metal/composite=V120 - - - - - - - _ _ -_ - ro t w g o,?� N - _
1111 �$moy�a
• Contractor is allowed to use aluminum alloy 6005T5 and 6061T6 w 3 w o w Q 3 3 ..
NOTES: �on � o
! 1. spans based upon calculations performed by engineer.
2. do not exceed spacing between colums (dims shown are o.c.) without written - - - __
approval from engineer additional columns can be added or spacing/spans
reduced with no adverse affect.
3. beam and column sizes can be increased in size with no adverse affect to q 0 ,
structure. sizes shown are minimums. g t
4. attach 1x2 every 30" o.c. max. spacing and within 8" of each end or column Cbq h
(if column not attached with clip through 1x2)
5. fasten optional kick plate every 18" o.c. with #10 tek screws.
6. riser walls to be adjusted to fit field conditions.
7. if supergutter is used, contractor to adjust beam length to accomodate but
is not allowed to reduce beam size. — — — •` Ise
8. Self Mating Beams to be stitched 24" o.c. along center of mating surface "�
a� w d LL
1"x2"x0.44" OPEN BACK Door Location Note: '
WEB THICKNESS: 0.044" 1. Do not move or remove a column to install doorway v
FLANGE THICKNESS: 0.044" 2. Contractor may locate a door between any two columns w ��
AREA 0.24 SQ.IN. 3. See door details on detail sheet `' -01
MOMENT OF INTERIA: 0.14 DD
SECTION OF MODULUS: 0.18
2"x3"x.045" HOLLOW
WEB THICKNESS: 0.045 2"x4" S.M. BEAM
FLANGE THICKNESS: 0.045" WEB THICKNESS: 0.045"
AREA: 0.52 SQ.IN. FLANGE THICKNESS: 0.10" r »
MOMENT OF INTERIA: 0.624 AREA: 0.7822 SQ.IN.
SECTION OF MODULUS: 0.383 MOMENT OF INTERIA: 2.002 Cs`
RADIUS OF GYRATION: 0.830 SECTION OF MODULUS: 0.935 BALL WORK SHALL COMPLY WITH 0
RADIUS OF GYRATION: 1.5598 Z
ALLOWABLE Fy(THOUSAND): 13.3
ALLOWABLE Fy(THOUSAND): 10 �, PREVAILING CODES V .J r
FLORIDA BUILDING CODE,
2"x2"x0.44" HOLLOW NATIONAL ELECTRIC CODE AND
, o 9 g
WEB THICKNESS: 0.044" 2"x5" S.M. BEAM CITY OF ZEPHYRHILLS ORDINANCES = _
FLANGE THICKNESS: 0.044" WEB THICKNESS: 0.050"
AREA: 0.434 SQ.IN. FLANGE THICKNESS: 0.116" N J a ;
MOMENT OF INTERIA. 0.245 AREA: 0.917 SQ.IN. r m It
SECTION OF MODULUS: 0.024 MOMENT OF INTERIA: 3.6435 N H'
RADIUS OF GYRATION: 0.753 SECTION OF MODULUS: 1.38 to N
ALLOWABLE Fy(THOUSAND): 13.2 RADIUS OF GYRATION: 1.9929 REVIEW DA _',
ALLOWABLE Fy(THOUSAND): 10 CITY OF ZEPH RHIL�,,S r
PLAN EXAMINER`
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----------------- -- --- -
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-- - - - - - - - - 1. - - - -- - = - - - ----- =- -- - - - - - - - -
r
2"x3" or 3"x2" COLUMN — SEE PLANS FOR SIZE . `� * �3�/�"i
2"x2" E 2"x2" , � • ••
3 1 X1 X2 ANGLE CLIP. EACH SIDE OF COLUMN co
W/ (4)X #8x3" S.M.S. c is '
FASTEN 1X2 CHANNEL TO SLAB WITH J"X2J" CONCRETE ,;Lu u7 * LL1�'
I
hinge points c
E i- c X E ANCHORS WITHIN 6" OF EACH COLUMN AND SPACED 24" O.C. MAX.
u N E iv o MIN. 1 j" PENETRATION IN SLAB
chair rail chair rail chair rail ••''!• �.�F
N 1X2 CHANNEL * PRQC,��
SLAB
1x2" N » » 1»x2» POST TO SLAB CONNECTION (OPTION 1)»
1"x2" �asao� s
Door Detail — Option 1 Door Detail — Option 2 is=
Centered between Columns Door Adjacent to Column d<°wo =m y
COLUMN — SEE PLANS FOR SIZE WzQy��Wa o
Door Notes:
o_ow�a
1.Number of Hinges: MIN. (3)X #lOx1�" SMS INTO INTERNAL BOSS =�gw�� , F
1.1.Wind Speed <120 mph — min. 2 points
1.2.Wind Speed =>120 mph — min. 3 points FASTEN 1X2 CHANNEL TO SLAB WITH "X21" CONCRETE �a�3g ° z
2.Hinge Locations:
ANCHORS WITHIN 6" OF EACH COLUMN AND SPACED 24" O.C. MAX.
2.1,Top & Bottom 8" to 18 from end of door MIN. 1 PENETRATION IN SLAB
2.2.Remaining to be evenly spaced between Top and Bottom hinges i
2.3.Hinges can be installed on either side of door, field locate �F�NG V
3.Fasteners: R
3.1.#14xi" screws 1X2 CHANNEL c� PNo o ti #
3.2.Min. 3 each to attach hinges to structure and door SLAB 2" WIDE GUTTER BRACKET OOF v d4
4.Door to swing outward unless noted otherwise POST TO SLAB CONNECTION (OPTION 2) 3 EACH X12 sMs
5.Left or Right swing does not alter structural integrity of cage or door 1X2 OB
2" X 2" X 1/8" ANGLE EACH SIDE - , iS '
OF BEAM (MIN 2" LONG) WITH 2 pS'� h •� c
(2) #1 2x3%" SMS EACH #14 SMS INTO BEAM WEB. N ROOF TRUSS OR FTER TAIL () R t
o
" " thru angle into post W = =E
2 x2 x�" L each side of post
(Req'd on posts that support
ROOF BEAM
main roof beams) NOTE: Use additional 2x2A angle from post to
Slab for posts- 2x4 and larger. Use Z"x2-1/4" 0 UDED GUTTER BRACKET AT EACH
p 0 BEAM WITH 1 EACH #10X2 SCREWS INTO
'Quickset 's or Tapcons' thru angle Into Slab. FASCIA (ALSO PROVIDE SCREWS BETWEEN
- BEAM MAY BE SLOPING OR HORIZONTAL 0 BEAMS ALONG GUTTER 0 24" O.C.
1 O E
(4) #10x2" SMS thru 1x2 - -
base channel into internal
2" o screw bosses of column• 2" X 2" X 1/8" U-CHANNEL ON END OF BEAM (MIN 2" LONG)
ge
% x3 wed bolt MIN.
WITH 4 EACH #14 SMS INTO BEAM WEB AND 2 EACH #14 SMS
INTO SUPER GUTTER
J 4 4 d CHANNEL COVERING OPEN BEAM (INCIDENTAL TO DESIGN) o
FINISHED GRADE BEAM MAY BE TRIMMED -0 _J
OPTIONAL •NEW OR EXISTING CONCRETE SLAB 0 E
4"MIN. 0 F 4 4 • < 4 = 3 N t
z • �d' d d ALTERNATE: (4) #1Ox2 SMS thru •DU) C
Purlins: (4) #8x%6" SMS beam or post into internal screw y t Q
u' (2 each side) bosses of purlin or chairrail CL I-.
Chairrail: M N 11=11 ll 11I1 TTBEAM �
(2) #8x9(8 SMS OR
d d (one each side) POST
8"MIN TI 1IIIII Chairrail or Purlin 1-3 "x2" Aluminum clip
-II I I " attached to beam or post with (2)
#8x9ia SMS
REINFORCING STEEL:
1x #5 BAR (shown)
SCREEN -ROOM SOLID ROOF ENCLOSURE I CHAIRRAILfPURLIN CONNECTION E
�_ TO POSTJBEAM a _
I ..
8"X3" WELDED STEEL EYEBOLT ' S'''
^'•,
� *�3 -V� �-
THRU PREPUNCHED SLOT THRU % o
TRIANGULAR ALUMINUM
MOUNTING BRACKET • �Z L
(8) #10X SMS MIN. (4)#10X2 SMS INTO =:c O 4p" r
INTEGRAL BOSS ( W- C _
ALUMINUM PERIMETER FRAME 7►� z.•• a
(1) NUT W/ STEEL WASHER ••* PRA •` `
J" STAINLESS STEEL O #12X3/4 SMS ON EACH SIDE4 i1
BRAIDED WIRE 1850 LB s m� a c( ) — number of screws to match size
12" — 16" LENGTHS J "LLsoo� r,
of beam — min. 4 screws 0� � �
>"x1-3"x5—j" ALUMINUM 3/g x(3 +paver 3szw ¢&
thickness) 6.�= g�?� N
FLAT BAR WITH (2) X 2— " NOTCH BOTTOM OF BEAM TO OVERLAP �y-1-� MIN. � �w,
CONCRETE SCREW OR DRIVE �� �g�
PINS ANCHORS INTO SIDE OF SLAB wedge bolt
DOUBLE ALUMINUM II paverj .
�soa0 'o e
coricFi�S 1_0 CRIMPS (TYP.)
A d
z ° q
TRIANGULAR BRACKET DESIGN FOR CABLE TIE c
(2) #10x4" SMS
m
2 SCREWS ALONG CENTER LINE MAXIMUM ANGLE FOR MANSARD 39 d V Q
OF PLATE EVENLY SP
edge memeber or purlin MAXIMUM ANGLE FOR GABLE 45 y c
I • 8"MIN. q � ¢
••• (12) #10x " SMS w La
• Tt" Al Plate (6063—T6) cut to fit REINFORCING STEEL OPTIONS:
* 1 x #5 BAR (shown) or $ r
miter purlin to fit mating surface * 2x #3 BARS
14 SMS TYP.
E 9�6 SPL�C� LICE PLATE ALLOY:
E moo• 6061T6 OR 5052H3
TO TEIGHT ,
(REFER ABLE) TO -
OPTIONAL BRACE CONNECTION DETAIL 2•
roof memeber or purlin • •
LENGTH OF PLATE PER TABLE • Q E
• . C�a --I i
0 L I
2x2"x.0.125"ANGLE EACH MITER SPLICER TABLE •
FASTENER • C V1 J f
SIDE OF COLUMN FASTENED - - - #14SMSPERSIDE TOTAL#14SMS SPACES#OF FASTENER - A` _ F
- - - BEAM - THICKNESS LENGTH HEIGHT - - SPACES#OF _ - - �✓ d Q
2x5XO.05 SM wRH (4) #Sx& SMS PER END PER SPLICE SPACES SPACES VERTICAL L I•-
+ (EACH ANGLE/EACH SIDE) HowzONTAL "�
2X6XO.050X0.120 SMB 0-01/8" 1'4• 051/4• - 14 56 3 3 - p _ Z W
••, - 2X7X0.055X0.120 SMB 0-01/8" 1'4• 0-61/4" 14 56 3 3 L QG A J fl. 0
. 2X6X0.072X0.224SMB 0-03/16' 1'l' 0-7114• - 16 64 4 3 0 - $ (8) #10X'" SMS W T
1" MIN. L
( ) _ 2xsxo.o6zxo.3os sMs o-0 3 1G r-0• 0-8 1/4" 18 72 a a P M N
' "m`':• :;• 2x10X0.0s2x0.389 SMB 0-01/4 1'-6• 0._W 22 es a 6 ° �6' Al Plate (6063—T6)
a• }"x1-j" MIN. MASONRY ANCHOR TO �.
2_}" �'_.' •+ cut to fit
(MN) ®�,�®; FASTEN z'WIDE 1x2 ANGLE To sLAB INTERNAL MITER SPLICES SHOWN FOR MANSARD SPLICES, IDENTICAL E
MIN. 2 sx� ON BACK OF coLUMN SPECIFICATIONS FOR EXTERNAL GABLE AND/OR STRAIGHT BEAM SPLICES. E
a ; • . �'- • miter purlin to fit mating surface
° SCREW POSITIONS NEAR MITER JOINT MAY BE ADJUSTED
41 ° ° TO ACCOMODATE PURLIN, SPACE BETWEEN FASTENERS o • •
ALONG MITER JOINT MAY 1j" TO 2 , MAINTAIN MAXIMUM • •
DISTANCES BETWEEN SCREWS. - • • 7 -
EDGE DISTANCE FOR SCREWS: " • F
MINIMUM SCREW SPACING: - - - s E
4"x3"TAPCON OR EQUIVALENT VI S
eW
OPTIONAL BRACE CONNECTION DETAIL T -)
- - -
0
If
•-- __ - 4 � ' .1. � • F +� '.i . - 1 . X.. i1� +` :,r - -•I' .I - - - - -
— — — -,ri.tr�..h►1;Jachsy'3�'.- 'iii ita1r_ _ -.s' aiu _�.� __ •��;��aa•G_u�u - � _ _ � —
i
w tr C
o
SLOT THRU TRIANGULAR ALUMINUM MOUNTING w a$i o p0 9
BRACKET(8)#10X)S.M.S.MIN.
_
(4)#l0X2SMS INTO ~.� $ o �d �
INTEGRAL BOSS • ww3�wow�S
1 mJ
I. T '00 �1 ki I
2X_ smb I I ()�F �'�a ¢ a
1 "NUT W/STEEL WASHER • z
36"STAINLESS STEEL BRAIDED WIRE
- - - - - - (1850 LB) O - - E
(*) #12X3/4" SMS ON EACH SIDE O DOUBLE ALUMINUM CRIMPS(TYP.) O 4N
* — number of screws to match size �
of beam — min. 4 screws TRIANGULAR BRACKET DESIGN FOR CABLE TIE q E YNOTCH BOTTOM OF BEAM TO OVERLAP p m d
ti V C 00 r
X-STAINLESS STEEL BRAIDED WIRE '� •� `^
O (1850 LB) qjj ro d
L eE
_ CONCRETE SLAB ,G~j .S� R j
O 's 1. a c.✓�°
(4)#14 S.M.S.2 ON SIDE&2
ON TOP ALSO(1)y"X 1-1/4'
1 - - - - FENDER WASHER ON EACH SIDE
OF FRAME MEMBER
ALTERNATE: (4) #10x2 SMS thru
Brace or Purling: (4) #8x3(6" SMS beam or f post into internal screw �'STAINLESS STEEL BRAIDED WIRE
(2 each side) bosses o purlin or chairrail /(1850
L '
{ Chairrall: BEAM I a J
(2) J18AII" SMS OR CONCRETE SLAB
(one each side) POST
chairrail, Brace, or Purling ■N �+
1-4"x2-i"x2" Aluminum clip t 0 I
I attached to beam or post with (4) TOP CORNER CABLE CONNECTION A O '�• - .�- o J
#8x3{8 SMS O A L v) N
CHAIRRAIL/PURLIN CONNECTION
TO POST/BEAM I
{
E 4
T
--- - -I
1 k
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-- r= ,a .��__ •.Y • f"- - � Ii1Wr4• _{.1Wrt�1� .ati4Sa-I �Lt..- _�•, _ •��at-1• �.�i _—_ __ - - _ _ — _ - _ e - -