HomeMy WebLinkAbout14-15461 � CITY OF Z PHYRHILLS
5335-8 STREET
_ (ais) o-oozo 15 6'I
. BUIL�IN PERMIT
Pgrmit Numbar= '1546'I Address: 6535 BRENTWOO� �R
Pgrmit Typa: A��ITION/ALTERATION ZEPHYRHILLS, FL_
Class of Worlc= 434-A��/ALT RESI�ENTIAL TownsF�ip_ Range= Boo1c_
Proposgd Use= NOT APPLICABLE Lot(s)= Bloc{c= Section:
Square Fegt: Subdivision: SILVER OAKS
Est_ Valug: Parcel Number: 04-26-21-0020-00000-OOAB
Improv_ Cost: 6,243.45
�ate Issugd: 7/O'1/20'14 Name: KIRBACH JO ANN
Total Fees: '105.00 Address= 6535 BRENTWOO� �R
Amour�t Paid= '105.00 ZEPHYRHILLS FL 33542-0624
�ate Paid: 7/O'1/20'1 4 PF�one: 8'1 3-466-4254
� Worlc �esc: CONSTRUCT 'i 8 X 84 SCRN RM
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FOOTER BON� �UCTS INSIJLATE� EWER MISC
ROUGH ELECTRIC LINTEL ISC MISC
tST ROUGH PLIJMB PRE-METER NSl.1LAT10N WALL MISC.
�l.1CT5 1 NSTALLE� WATER ISC �RI VE WAY
PRE-SLAB SHEATHING ISC. MISC.
CONSTRVCTION POLE FRAME ISC. MISC_
REINSPECTION FEES: Reinspection fees will comply ith Florida Statute 553.80 (2)(�j when e�ctra inspection
trips are necessary due to any one of tF�e fo�lowing r asons: a)wrong address b� condemned worlc resulting
from faully construction �j repairs or corrections n t made when inspections cal�e�f d� worlc not ready for
inspection wF�en called e� permit not posted on j b site� plans not at job site g) worlc not accessib�e_
NOTICE_ In addition to the requirements oF tFiis permit, tF�er may be additional restrictions applicable to this property tF�at
may be found in ttie public records of this county, and tF�er may be additional permits required from other governmental
entities such as water manageme t, state agencies or federal agencies.
"Warning to owner: Your fai�ure to re�ord a notice f commencement may resu�t in your paying twice for
improvements to your proper[y. If you intend to ob in fnancing�consult witF�your lender or an attorney
before recoMing your otice of commencement."
Comp�ete P�ans� Specifcations Must Accompany App ication_ All worlc sha�l be perFormed in accordance with
Ciiy Codes and Ordinances. NO OCCUPANCY BEFO C.O.
� _ — _ _
O RACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVE� INSPECTION
CALL FOR INSPECTION - HOUR NOTICE REQUIRE�
PROTECT CAR FROM WEATHER
s��-�saoa2a City of Zephyrfiill Permit Applicatian Fax-s�sasaoo2�
Building Department
Date Received ��7"�� phone Contact fo Permittin --
Owner's Name 1 Owner Phone Number �13`'��,���
r
Owner's Address � 1^ Y� �- Owner Phone Number -�-�..,,,
Fer�8lmple Yitieholder Name � Owner Phone Number �~i"' �
' - ._-_-
Fee�imple Titleholder Addreas
JOB ADDRESS YY) �OT# C�
SUBUIYlSIC1N ,�1 !��' C.�G�y` �-5 � PARCEL Q#
(087AINEp FROM PROPERTY TAX NOT10E)
VY�RK PRtyPOSED e NEW CQNSTR ADDlA�T �� SIGN Q Q DEMO�ISN
INSTALL REPAtR
PROPOSED USE Q SFR Q COMM � OTHER �
TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q -���1���_, �
Q�SCRiPT10N OF WORK � p 7 1 C�
� � � ��� ��
BUILDING SIZE $Q FOOTAGE HEFGHT
BUlLDING $ '�.5� VA�UAT1t}N F TOTAL GOt�iSTRt3CTiOtV
QELECTRlCAL $ � AMP SERVEC � PROGRESS ENERGY [� W.#2.E.C.
QP�UM8ING r6� � UG t
L ��
QMECHANlCAL � VALUATION F MECHANlCAL INSTALLATlON
QGAS Q ROOFING Q SPECI � pTNER ��I(} `
FINISHED FLOOR ELEVATIONS FLOOD ONE AREA QYES NQ
r �( , i �y�
BUI�DER ( Ct} PANY � � 'I�` ' I
SIGNATURE � REGI TERED Y/ N E CURRE� Y/N
Addreas license# t ������� "7 I,� �
ELECTRICIAN CO PANY
SIGNATURE aeci r�R�o Y/ N FEE CURRE� Y/N
Address License# �Y �
PLUMBER � CO PANY
SIGNATURE REGI TERED Y/ N FEE CURRE� Y/N
......,,_,_,,._..._ .......,,,__
Address license# �� �
MECHANICAL '� -� CO PANY
SIGNATURE _„�".. REGi TERE� Y/ N FEE CURREP Y!N
Address Licerrse# �� ��
OTNER CO PANY
SIGNATURE REG TERED Y/ N FEE CURREP Y/N
Address �9cense# � �
RESIQENTIAL Attach(2}Piot Plans;(2}sets of Bufkting Pians;{1}set Energy Forms;R-O-W Pennit for new canstn�clfoR,
Minimum ten(t0}wottcing days after submittat date. Re uired ansite,Construction Ptans,Stormwater Pians wi Silt Fence instaited,
Sanitary Fadlities 81 dumpster;Site Work Permit for s divisions/large proJects
Ct}MMERCtAL A#tach(3}c�mplete sets oE Buitding Plans pius a Life S ety Page;{1}set af Energy Forms.R-O-W Permit for new construcUon.
Minimum ten(10)worlcing days after submittaf date. R uired onsite,Construction Plans,8kormwater Pians w!Siit Fence instailed,
Sanitary Facilities 8�1 dumpste�.Site Work Permit for al new projects.All commercial requirements must meet compliance
S1GN PERMIT Attach(2}sets of Erx,�ineered Plans.
""'PROPER7Y SURVEY required for ait NEW constru ion.
Directions:
Fill out application completely.
Owner 8 Contractor sign back of app�ication,notarized
if over;2500*a Notice of Commencement Fs required. (AtG upgr des cver ST5o0}
"" Agent(for ihe contractor)or Power of Attomey(for the owner)would b someone with notarized letter from owner autharizing same
OYER THE COUNTER PERMtTTING {Front of Application Only}
Reroofs if shingles Sewers Service Upgrades A/C Fences PIoUSurvey/Footage)
Dri�eways-Not over Counter if on public roadways..needs ROW
r,,``�.
NOTICE OF �EEO RESTRICT�ONS: Tha undersigned undarsta ds tF�at this permit may be subject to°deed°rastrictions^
whicF� may be mora restrictive tt�an County regulations_ T1ie und rsigned assumas responsibility For compliance witii any
applicable deed restrictions.
UNLICENSEU CONTRACTORS ANO CONTRACTOR RESP NSIBILITIES: If tF�e owner I�as Fiired a contractor or
contractors to undertalce worlc, thay may be required to ba Iicens d in accordanca with state and local regulatio�s_ If the
contractor is not licensed as required by law, both tF�e owner a d contractor may be cited for a misdemeanor violation
under stata law_ If the ownar or intended contractor are uncert in as to wF�at licensing requirements may apply Tor tFie �
intended worK, they ara advised to contact tF�e Pasco County Bui ding Inspection Oivision—Licensing Section at 727-847-
8009. Furtharmore, if the owner F�as t�ired a contractor or co tractors, F�e is advised to F�ave the contractor(s)Sign
portions of the "contractor Blocic" of tF�is application for whicF� tF� y will ba rasponsibla_ If you, as tF�e owner sign as tF�e
contractor, that may be an indication tF�at i�e is not properly lice sed and is not entitled to parmitting privilages in Pasco
County_
TRANSPORTATION IMPACT/UTILIT�ES IMPACT ANU RESOU CE RECOVERY FEES: The undersigned understands
tF�at Transportation Impact Fees and Recourse Recovery Fees ay apply to tF�a construction of new buildings, change of
use in axisting buildings, or axpansio� of axisting buildings, as peciFed in Pasco County Ordinanca number 89-07 and
90-07, as amanded_ The aindersigned also understands, that s ch Tees, as may be due, will be identified at the time of
permitting_ It is furtF�er understood tF�at Transportation Impact F es and Rasource Recovery Fees must be paid prior to
receiving a �cartiflcate of occupancy° or final powar ralease_ If t e project does not involve a cert�cate of occupancy or
Tinal powar release, the faas must bB paid prior to permit issua ce_ FurtF�ermore, if Pasco County Water/Sewer Impact
fees are dua, tt�ey must be paid prior to permit issuance in accor ance witFi applicable Pasco County ordinances_ "
CONSTRUCTION LIEN LAW(Chapter 773, Florida Statutas, a amendad)= if valuation of worlc is $2,500.00 or mo�e, I _
certify that 1, tFie applicant, have been provided witFi a copy of tF�e "Florida Construction Lien Law—Homeowner's
Protection Guide° prepared by tha Florida �epartment of Agricu ure and Consumer ATfairs_ If tF�e applicant is someone
otF�er tFian tt�e'owner^, 1 certify that i F�ave obtained a copy oT tF� above described document and promise in good faitF� to
deliver it to tF�e°owner^prio�to commencement.
CONTRACTOR'S/OWNER'S AFFIUAVIT: 1 certify tt�at all tF�e i ormation in tF�is application is accurate and tF�at all worlc
will be done in compliance witt� all applicable laws regulating co struction, zoning and land devetopment_ Application is
hereby made to obtain a permit to do worlc and installation s indicated_ 1 certify tF�at no work or installation has
commenced prior to issuance of a permit and tF�at all worlc wil be performed lo meet standards oT all laws regulating
construction, County and City codes, zoning ragulations, and 1 nd devalopmant regulations in the jurisdiction_ 1 also
certify that 1 understand tF�at tFie regulations of other governmen agencies may apply to the intendad work, and tFiat it is
my responsibility to identify what actions I must taKe to be In com Itance_ SucF� agancias include but are not limited to:
- �epartment of Enviro�mental Protection-Cypress B yF�eads, Wetland Areas and Environmentally Sensitive
Lands. Water/Wastewater Treatment_
- Soutliwest Florida Watar Management �istrict- ells, Cypress BayF�eads, Wetland Areas, Altering
Watercou rses_
- Army Corps of Engineers-Seawalls, �ocics, Navigabl Waterways_
- �epartment of Health 8. ReF�abilitative Services/E vironmental Health Unit-Wells, Wastewater Treatment,
Septic Tanfcs.
- US Environmental Protaction Agency-Asbestos abat ment_
- Federal Aviation Authority-Runways.
1 understand tF�at tF�e Following restrictions apply to tF�e use oT fill:
- Use of fll is not allowed in Flood Zone"V^unless ex rBSSIy permitted_
- If tF�e fitl material is to be used in Flood Zone ° , it is undarstood that a drainage plan addressing a
°compensating volume^ will be submitted at time of ^ermitting wt�ict� is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to ba used in Flood Zona "A^ n connection witF� a permitted building using stem wall
construction, 1 certify that fill will be used only to FII tli area within the stem wall.
- If fill material is to be used in any area, 1 certify tF�at use of sucF� fill will not adversely affect adjacent
properties. If use of fill is found to adversaly affect djacent properties, ttie owner may be cited for violating
tF�e conditions of tFie building permit issued under t e attached permit application, for lots less tl�an one (1)
acre wF�icFi arB elevated by fill, an angineered draina a plan is raquired_
IT 1 am tF�e AGENT FOR THE OWNER, 1 promise in good faitF� t inform tF�B owner of tha permitting conditions set forth in
tFiis a�davit prior to commencing construction_ 1 undarstand th t a separate permit may be required for elactrical worK,
plumbing, signs, weils, pools, air conditioning, gas, or other in tallations not specifically included in tFie application_ A
permit issued st�all be construed to be a license to proceed with tF�e worK and not as autF�oriiy to violate, cancel, alter, or
set aside any provisions of the tecFinical codes, nor shall issuan e of a permit prevent tF�e Building O�cial from tFiereafter
requiring a correction of arrors in plans, construction or violation of any codas_ Every permit issued sFiall become invalid
unless tFie work autFiorizad by sucFi permit is commenced witF�I six montFis of permit issuance, or if woric authorized by
tFie permit is suspended or abandoned for a period oT six(6) mo tF�s aftar tF�e time the woric is commenced_ An extBnsion
may be requested, in writing, from the Building O�cial for a pe od not to exceed ninaty (90) days and will demonstrate
justifiable cause for the extension_ If worK ceases for ninety(90) onsecutive days, tFie job is considered abandoned_
WARNING TO OWNER: YOUR FAILURE TO RECORU A N TICE OF COMMENCEMENT MAY RESULT �N YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPER IF YOU INTEN�TO OBTAIN F�NANCING, CONSULT
WITH UR L OER OR AN TTORNEY BEF E E OR�I G YOUR NO � F CO ENC MENT_
FLORI�A JUf2AT(F_S. '1'1 _
OWNER OR AGENT CONT CTOR
Saibscribed and swom to(o Hi a )be(ora ma this Subscrib and swom o affirmed)bafor'e ma[hfs
by bY
WFio is/ara personally Icnown�o ma or F�as/F+ave produceA W1�o is/ar parsonally Icnowri to me or hasRiave produced
as IdenUficatlon. as identlFCatSOn_
Notary Public Notary Public
Commission No. Commiss n No.
Name o1 Notary typad.printad or s2amp� Name of otary typad,printad or stamped
C J
SAHR'S ALUM►NUM/NC. Invoice No.
6440 Fort King Rd
Zephyrhills FL 33542
(813-782-3513) Toll Free:(866)29 16
INVOICE
Customer Misc ,
Name Jody Kirbach � Date 6/6/2014 ____
Address 6535 Brentwood Drive-Silver Oaks _ _ Order No. ___ __
City Zephyrhills State FL Z P Rep __ __
Phone �6i�3-466-4254 1ody6535@yahoo com__ _ _ FOB ___
Qty � Description Unit Price _TOTAL '
Estimate#1:Screen in Front Entry-Bronze Alu inum Extrusions $575.00 ! $ - i
36"Screen Door/Charcoal Fibergl ss Screen
�,
;Es6amte#2: 18'x 8'4"Screen Room(Back of ome) $ 5,260.00 $ -
-Concrete Slab&Footers-6'x7'/18'x 1'4"
-36'Screen Wall-Bronze Aluminum Extrusion /36"Screen Door �
16"Broonze Kickplate/Charcoal Pet Screen
-20'x 8'Insulated Composite Panel Roof-Bro ze �
�
; Extruded Gutter&Valance w/4"Downspouts ,
, ;Permit 8 Engineering Included($600.00 Allow nce)
� i $5,835.00 $ 5,835.00 ;
Customer: ' '
� i
�--- ---- -'- ---- -- -- - - — - '
SubTotal $ 5,835_00 :
Shipping $ -
Payment ax ate 7.00% j $ 408.45
-3�' � �pv,Qi,
Comments TOTAL $ 6,243.45
Name C,h�`' l�1 ��'
CC# � ce Use Only �,
Expires------- -- —-- -— � � �� ���3'
�
i We guarantee alI material used in this contract to be as pecified above and the entire job to be done in a neat,
�workmanlike manner.Any variations(Per Homeowner)fro p/an or altera6ons requiring extra labor or material will be
performed only upon written order and billed i addition to the sum covered by this contract.
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ENGINEER'S NOTES: - SPAN TABLES ARE FOR SCREEN WALLS SUPPORTING SOLID ROOFS NOTE: ASD SPEI ; NOMINAL SPEEDS = 0.78 X Vult PER FBC 2010 EQ'N 16-32 1609.3.1 WIND SPEED CONVERSION
TABLE VALUES ARE FOR DESIGN WIND SPEEDS OF 110 MPH ASD, 3 SEC GUST, volt wind speel a per FBC TABLE 1609—C RISK CATEGORY I
RISK CATEGORY = I = (NOTE: ASD SPEEDS ARE DEFINED AS NOM SPEEDS) ROUND UP CONV "NOM" PRESSURE TO TABLE VALUES: EXAMPLE : 130ult X 0.78= 101.4nom USE CHART VALUE, 110 MPH
EXPOSURE CATEGORY = B
TABLE VALUES ARE FOR ALUMINUM 6005 T-5 FACTORS AFFEC SPANS AS FOLLOWS:
TENSILE STRENGTH =37.700 PSI SHEAR STRENGTH = 29,700 PSI 1 iIicmr w- 1 i1
YIELD STRENGTH = 34,800 PSI E = 10,000,000 PSI EEN❑TLi ALL VA i BASED ON 18/14 MESH SCREEN -`�� - L . L✓J'.-/ � I ' ! J CJ
FATIGUE STRENGTH =14,500 PSI ELONGATION AT BREAK = 8% FOR 20/20 MESI ;EENS MULTIPLY SPANS BY 0.88
ASD - 110 31PH ROOF SPANS for SCREEN ROOMS 12 PSF
ASD 110 MPH ALLOWABLE SPANS for EDGE BEAMS supporting SOLID ROOFS W. - B ALLOWABLE MGHTS in SCREEN WALLS supporting SOLID ROOFS 130vu1t = il0ssd 5%P - B MAXIMUM SPAN
in SCREEN ROOMS
POST >3X'RDSiON CA8R1[ING LATERAL DE3IGN PRBSSiJRS 8.8 PSF
POST EXTRUSION TRIBUTARY LOAD = SINGLE SPAN OF ROOF + OVERHANG DIVIDED BY 2 ! 6005 T5 22 PSF UPLIF'1' ON SOLID ROOF PANELS 3'x12'x.024' ALUM PANS 12'-5'
I SIZE 6005 T5 22 PSF UPLIFT ON SOLID ROOF PANELS 1 6081 Te POST SPACING 3'x12'x.032' ALUM PANS 13'-9'
q 6061 T6 POSTS CARRYING LATERAL SCREEN PRESSURE 8.8 PSF SPACING —�- 4•_0»
5'-0' 5'-B» 8'-0' B'-8� 7-0 7'-8' 8'-0»
TRIB. LOAD — 5'—O" 6'—O" 7'—O" 8'-0" 9'—O" 1O'—O" 11'-0" 12'-0" 2x2x0'oa6' 0V 7"—T 6'-9' 6'-6' 6'-2' 5'—u' 5'-9' 5•-7' 5'-4' 3'xi2'x.26 GA GALV, STEEL PANS 16'-6'
2x2x0.046' HOLLOW 4'-9' 4'-4' 3'-11' 3'-9' 3'-6' 3'-4' 3'-2' 3'-0' 3x2x0.050'HOL "" 9'-0' 8'-6' B'-3' 7'-10' 7'-B' 7'-S' 7'-4' 7'-2' 3'x4'x.024' COMPOSITE PANELS 14'-2'
3x2x0050• HOLLOW x0.070 �' 10'-6' W-6' 9'-3" B'-B" B"-6" a'-2` 7'-ID' 7'-S' 3'x4'x.032' COMPOSITE PANELS 16'-5'
6`-4' 5'-9' 5'-4' 4'-11' V-9' 4'-6' 4'-3' 4'-1' rn r u'^1,
9-fl' 9'-W 9'-3' B'-u' e'-6- e'-r T-1D' 4'x4'x.024' COMPOSITE PANELS 16'-9'
3x 2x0.070' HOLLOW 7'-10' 7'-2' 6'-7' 6'-2' 5'-10' 5'-6' 5'-3' 5'-1' 2x3xo.05ff SNAP u'-4' la-8' 1D'-2' s'-9• 9'-6' 9'-D' 8'-5' 8.-1'
23x0.050' HOLLOW 11'-0' 10'-B' 1a-4'6. 6' 6'-0' 5'-8' 5'-5' 5'-2' 5'-0' 4'-B' 4'-6' 2x3x0A70'HOJflV u•-e' ' 4'x4'x.032' COMPOSITE PANELS 18'-1'
Z 10'-0' y—g• B'-9' 8'-5
2x4x0.050' HOLLOW , 7'-3' 6'-8' 6'-2' 5'-9' 5'-5' 5'-2' 4'-11' 4'-8' 20.0B' HMJ- W 12'-3' 11'-4• l0-1o' l0'-7' 10'-2' 9'-6' 9'-3' 9'-o'
2x4x0.046' SMB I"I 8'-1' 7'-5' 6'-10' 6'-5' 6'-1' 5'-9' 5'-6' 5'3' 2x4x0.050"SNAP 12'-6' 11'-5' u'-2' 1D'-9' 10'-4' 9'-10' 9'-6' 9_3 SPANS ARE F❑R INDUSTRY
25x0.050` SMB 9'-2' B'-5' 7'-9• 7'-3' 6'-10' 6'-6' 6'-2' 5'-ii' 24x0.046' SNB 12'-9' n'-B' 1I'-4' u'-I' io'-a' Sa-3' 9'-9' 9'-5' STANDARDS. CONTRACTOR M A Y
u'-9' u-3' 10-10 la-5' 30'-D' 9'-7' USE MANUFACTURER'S SPEC'S
COMBO. BEAMS HT = HOLLOW TILT OB = OPEN BACK
2x5x0,CSD' sM>1 1+'-4' 12'-l0' 12•-3• u'-a• u'-3- la-SD' lff-6' la-2' W/ FLORIDA PRODUCT APPROVAL
2X3 HT + 1x2 OB 7'-6' 6'-10' 6'-4' 5'-11' 5'-7' 5'-3' 5'-0' 4'-10' 26x0.)_' S_ I6'-D' 14'-4' 13'-B' 13'-i' 1e'-7' 12'-r u'-B' u'-4' AND MANUFACTURER'S ENGINEERING
2X4 HT + IX2 OB 9'-2' 8'-4' 7'-9' 7'-3' 6'-10' 6'-6' 6'-2' 5'-11' ® 27x0.055' S14B 17'-9' 15'-u• 15'-2' 14'-6• 13'-u' 13'-5' 12'-u' 12'-7' T❑ SUBSTITUTE F❑R ABOVE
2X4 SMB + 1x2 OB B'-3' T-6' 6'-11' 6'-6' 6'-2' 5'-10' 5'-7' 5'-4' N 28x0.072' SM 29'-7` Br-3' 27'-0' 25'-u• 24'-2' 23'-5•
f I` 29x0.082' SMB 4a-s• INDUSTRY STANDARD SPANS, OR
37'-9' 35-11' 34'-6' 33'-1' 30'-10' 29'-1D'
2x10x0A92' SMB 47'-5' 44'-p' 42'-B' 4r-5' 39'—v' 3B'-6' 37'-2' 36--0' PANEL THICKNESS, DENSITY, &
' (Y 3x3xA07 ' 13'-30' 1P'-6• Ir-lo' u•-2' u'-0' 1a-s' 1a-0' 9'-e' METAL GUAGE A G E N❑T SHOWN.
ASD 110 MPH ALLOWABLE SPANS for CARRIER BEAMS, RIDGE, & MID—SPAN BEAMS 3x3xo090' it-3'
12'-9' 12'-2' 11-8' u'-2' 30'10' Ia-5' 1D'-1'
SUPPORTING SOLID ROOFS IN SCREEN ROOMS :. 3x3x0125' 17'-r 15'-u' 1s'-5' 14'-u' 14'-7' 14'-8. 13-Io• 13'_7. SPAN IS LENGTH ❑F PANEL
POST EXTRUSION 22 PSF UPLIFT ON SOLID ROOF PANELS 4x4x0.125• 2a-0• 18-0' n-6' 16•-a• 16-0" 15'-6' 15'-0' I4-6• BETWEEN ATTACHMENT P❑I N T S,
6005 T5 _ =` c' c'STRUCTURE, RIDGE, ❑R
6061 T6 TRIBUTARY LOAD WIDTH / BEAM SPACING
MID-SPAN BEAM.
TRIG. LOAD - - 6'-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 16'—O" 20'—O" -0"
MAXIMUM SPANS for U ►Ti4 & GIRTS UNIT LOAD P
ui = 8.8 SF MIN, SLOPE FOR ALUM. & STEEL
24x0.046' SMB T-0' 6'-1' 5'-4' W-10' 4'-6' 4'-2' 3'-u' 3'-B' 3''6' - MAC S SPA _ 110 ASD - EXP. - B
2x5x0.050' SMB B'-11' T-B' 6'10' 6'-3' 5'-9' 5'-4- 5'-0' 4 RISER PANS = 1/ . 1 RISE
S E
'-9' 4'-6' - VERTICAL SPACING 4'-0" s'-e" 5'-0' s'-s» a'-o' a'-e' T-0» 2' '
2x6x0.050' SMB 1ff-I a-a' 7-9' 7'-0' 6'-6• 6'-0' 5'-S' 5'-4' 5'-l' '" 2 7'_j9' MIN, SLOPE FOR COMPOSITE
2x.046 HOLLOW -iff T-5' 7'-0' 6'-B' 6'-5' 6'-2' 5'-u'
27x0.055' SMB 11'3' 9-10' 8.-9' 8'-0' 7'-4' 6'-10' 6'-6' 6'-1' 5'-30'
Fi 2x3x,OW SLOW PANELS IS 1/4' 1' RISE
28x0.072' SMB 20--0• 17'-3' 15'-8' 14'-1' 13'-W ___ u'-5' �'-10' W-3' Zx4x.050 HOLLOW 7'-10' 7'-ID' 7'-30' 7'-10' 7'-1D' 7'-10' 7'-ID- M A X I M U M q S L❑P E F❑R B❑T H
2x9x0.072' SMB 1"I 25'-5' 22'-0' 19'-7' 17'-u' 16•-6• 15•-5, 14'-6' 13'-9' 12'I' 23x.070 HOLLOW IS 3' 1 1' RISE
2x10x0.092' SMB Ul 29'-u' 25'-10' 23'-I' 21'-l' 19'-6• 18'-2' 17'-2' 16•-3' 15•-6•
(2) 2x9x0.072' SHE 35'--0• 31'-3' 27'-u' 25'-5' 23'-6' 22'-0' 2D'-8' 19'-7' 1B'-B'
(2) 210X0.092' SMB 41'-0' 36'-9' 32'-I0' 29'-u' 27'-B' 25'-10' 24'-4 23'l' 22'-O'
FBC PLANS & ENGINEERS N❑TES, TO USE FOR PERMITTING, SCREEN ROOM - RISK CATEGORY I 13ouLt
ENGINEERING SERVICE, INC. SPANS/HEIGHTS MAY BE INTERPOLATED THIS SHEET MUST BE ACCOMPANI
38351 COUNTY RD. 54 BY A SITE SPECIFIC DRAWING, •
•"`" UOOsd
ZEPHYRHILLS, FL. 33542 CONNECTION DETAILS, ALL I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
1-866-824-7894 PAGES SIGNED & SEALED PLAN AND FOUND IT TO BE IN COMPLIANCE WITH SPAN CHART
TOLL FREE & FAX "HOMAS L. HANSON PE #38654 DAVID V. SMITH PE #53608 ASCE 7-10 AND THE FLORIDA BUILDING CODE 2010 1 OF 1