HomeMy WebLinkAbout20-65 City Of ZephyrhillS PERMIT-NUMBER-
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15335 Eighth Street
Zephyrhills, FL 33542 BAR-000065-2020
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 05/26/2020
Permit Type: Add/Alter (Residential)
Property Number Street Address
05 26 21 0080 00500 0030 35942 Saddle Palm Way
Owner Information. Permit Information Contractor Information
Name: MICHAEL OZOROWSKI Permit Type:Add/Alter(Residential) Contractor: TAMPA SCREENS &
Class of Work:Add/Alter Residential ALUMINUMN INC
Address: 35942 Saddle Palm Way Building Valuation:$13,000.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00
Phone: (813)516-5487 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:$13,000.00
Total Fees:$157.50
Amount Paid:$157.50
Date Paid:5/26/2,020 10:50:22AM
i
Project Description
POOL ENCLOSURE W/ ROOF
Application Fees
Building Permit Fee $105.00 Building Plan Review Fee $52.50
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 subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and�there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
i
"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."
i
Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CO OR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department y� 1 I
Date Received Phone Contact for Permitting C) — l v(9`1•
�3E�!lt33 €l€€t
Owner's Name , ( Owner Phone Number
Owner's Address ner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
1 JOB ADDRESS � LOT#
SUBDIVISION Qy c\'—V)Van(Y PARCEL ID# <-.6-21D— 66 �M3-0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR B ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR / n_
PROPOSED USE SFR Q COMM I `'{I OTHER IC p U=-AYks—
TYPE OF CONSTRUCTION BLOCK 0 FIR AMEf� = STEEL =
DESCRIPTION OF WORK r�(
BUILDING SIZE I SQ FOOTAGE 1 Z HEIGHT ti `�j�
\
Z'7 L k "L-IE->f FCIEE>fE IC!CIE-E IE�'E'�7!E>f€>IT��FIE"€'BE���C�IE�-IE�-IE-�X€ E-€C_1E_IC ivr
UILDING r`I $ + �7,� VALUATION OF TOTAL CONSTRUCTION
rELECTRICAL d $ i (JVV AMP SERVICE PROGRESS ENERGY 0 W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
BUILDER COMPANY
SIGNATURE F REGISTERED Y/N FEE CURREN Y/N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN I Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
OTHER COMPANY Qm a
SIGNATURE ` REGISTERED Y N FEE CURREN Y
Address r 1 S 1 V\ c, Q. License#
1f11112"21ilelEt. F1fE1fY1f>S)EIf1€.�1EIg[[ Y1€ig1Qi -i1E 2 t11Ett III It 1f !)f l lEtt3
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 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 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&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required.(AIC upgrades over$7500)
Agent(for the contractor)or Power of Attorney(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 AIC Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
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 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"owner"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 following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone W"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 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.
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 Tp BTAIN FINANCING,CONSULT
Q.K10Y BEFORE RECORDING YOUR
WITH YOUR LE MMENCEMENT,
FLORIDA JURAT(F.S.11 tl3) S
OWNER OR AGENTS CONTRACTOR L
s d and sim 00(or affi med Before t s d swv r affir o t is
yb
S y 1>C�riSTC l� _S Y
k ho is! re personally known to me or has/have produced Wh is/ar nrrcnna��v known t0 me or has/hava produce
as identification. as- en--cation.
Notary Public Notary Public
CGwoz]p0on No. mission No.
t 1 G m
Name of Notary typed,printed or stamped Nbffle of Notary typed,printed or stamped
�t4YPlIe DIANAPOMBO °t►;i;P�B(�c DIANAPOMBO
x°.•••••.k'
V ? ' Commission#GG 963103
# * Commission#GG 963103
* e Expkes June 24,2024
�� 0-7
F.xThMBudgpkes e24,2024 •° BoWWThtu8AetNoIWSeMces
90O BadedThnlBudgetNofarYServlceS OFF6
38' STRUCTURAL ITEMS
SIZE THKN'S
ROOF BEAMS: 2"x7" .055/.120 SH1B
91"
2x3 91 END POST: 2"x5" .062'
1x2 , ,� FRONT POST: 2"x5" .062' H
5"SJ.-IPER GUTTER W/SCREEN RISER SAVE BEAMS: 2"x3" .050' jj..
PURLCNS: 2"x2" .045" H
10' 2"x3" -045" H
3'
x2 1x2 CHAIR RAILS: 2"x2" .045" _
CORNER POST: 2"x2" .045" IH
2x5 13ASE PLATE: 1"x2" .044" CONTINUOUS
10 10 1 I 3"C MPOSI E ROOF(024) 10' 2x5
CARRIER BEAM: 2"x8" .072'/.224
63" POST: 3"x3" .093'
PANS: 3"COMPOSITE ROOF(024)
1x2 5"SiPER G ER W SCREE RISER ci N
2x5
_____ 8'-3"——i 2x8 CB 3x3 2x8 CB PAGE 1 OF
89" 89"
30' MATERIALS - AL,L ALLAY 6005-T5
2x2 2x5 NOTES
1.WORKTHIS SIIEET WITH ALLOTHER SHEETS IN THIS
2x5 SET NOTIFY ENGINEER OF ANYCONFLICTS
/22'-5" x JJ �x 2.ENCL0SURE_TYPES
20' g9" x V2x2 •...,,/_2x5 _ SLANTED/FLAT ROOF 3"COMPOSITE ROOF(024)
/ T /11 - MANSARD HEIGHT 3-FEET
89" 89" GABLE-GABLE ENDS
GABLE HEIGHT:3-FEET
2X3 1x2 GABLE-HIP ENDS
GABLE HEIGHT:3-FEET
1x2I 91"--- ---91"-~ •-91„
----I 3' 3$' JOB NAME: 0ZOROWSKI RESIDENCE
10' �-,
2x2 2x3 ADDRESS:_ .:r')*%DDLE PALM WAY
cITv/cou�rrY: ZEPHYRHILLS
to n v N `LIP CODE: 354"�
10, ALL WORK SHf�LL GCli1El�LY 5:�JITH PREVAIL STATE: FLIN
CODES FLORIDA BULDilv�G CC3DE,
N _______ 2x2 NATIONAL ELECTRIC CODE, A
3
AND THE CITY OFE�HYRHILLS sc rNs"" aiu1�vuM—�hvc.
ix2 1x2 ORDINANCES ��� 0 � L�L� LIC.EN E# RX00591P7/CGCO23085
14211 N.FLORID.AVE.
3 DA�� Tampa, ,960-7 33613
91 91' REVI O� �Ep�YRH1L cs13,.9�0-704
38' PAN Richard G. Marceflu
P.E.#64366
Soney FM LLC,CA#9746
10329 CROSS CREEK BLVD,TAMPA,FL,33647
DOORS MAY BE RELOCATED PROVIDED POST Office:813.7 -1600
SPACING IS NOT CHANGED This design is valid only when built NOTE:The installation of aluminum (SEALED FOBS RUCI'URAI
strictly in accordance with all details structures requires speci4l skills.Care ii I THIS DESIGN IS
FIELD VERIF'f ALL DIMENSIONS of the sealed drawings and specs should be taken that installer has the SPECIFIC TO THIS
WIND BRACING TO BE LOCATED IN FIRST OR Contact Richard G.Marceau for requited training,qualifications or SCALE; / JOB.IT IS NOT VALID
v H ¢F.nnNn RAY revision approval, license to perform such work. ]/,r_ r -2 AS A STANDARD:
ALUMINUM MELERS DIMENSION'
HOLLOW SECTIONS SELF MATNG(SMB)
2X2:2"X2"XO.044" 2X4 SMB:2"X4"X6.044"X0,100" t Footer&Slab Detail
2X3:2"X3"X0,050" 2X5 SMB:2"X5"X0.050"X0.100" �J Slab Detail
2X4:2X4"X0.050" 2X6 SMB:2X6"X0.055"X0.120" 2500 PSI(MIN) 2500 PSI(MINI BEAM
2X5:2"X5"X0.050" 2X7 SMB:2"X7"X0.057"X0.120" 8"x8"W/(1}#5 Cont. PURLIN — a_ ,0011 E
2X8 SMB;2"X8"X0.072"X0.124" 1�- -'-4" or(2)#3 Cont.Steel Rebar axs 2X3
2X9 SMB; 2"X9"X0.O92X0.398" ;�"`� ~ 4" m '
OPEN BACK SECTIONS sr"; '= RECEIVING CHANNEL
1X2:9"X2°XQ.040" _ W/2#10X3!4 ON EA.SIDE RECEIVING CHANNEL
T— W12#id 3/4"INTO &4#10X314 rn
"INTO POST W12#10 314"INTO ,�
1X3:1 X3"XQ.Q45' GIRT EACHSIDE c9 O+
;' POST NOTCHED TO GIRT]ACH SIDE&
SNAP SECT.(ONS
(3)#10 X314 INTO RELIEVE BEAM (3)#10 X314"INTO UPRIGHT ° o C
zX3
2X2 SNAP:2"X2"X0.045" WIMIN 3/4' O.C.#10X314" 2X3
2X3 SNAP:2"X3"X0.050" FOOTER ONLY DETAIL SLOPED PUR i CONNECTION DETAIL
2X4 SNAP:2"X4"X0.046" MIN 8"x8"w/2500 PSI(Fibermesh or Wire Mesh) UPRIGHT TO BEAM CONNECTION DETAIL SCALE N.T.S.
(1)#5 Cont or(2)#3 Cont SCALE N.T.S.
A ',;4ti,1•Y
Q (i)#1O'X2"SCREW
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24"O.G.
(2}110"X2"SCREWS to w
THRU EXTRUSION * W
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2"WIDE EXTRUDED „. .
GUTTER-BRACE AT y,
EACH BEAM
_________ W/(2)-#8X3/4"
4 (9)#14 X3/a SMS � 3/8"/3"TAPCON
o ° 3''EMIBE13�E�+ltf`'{$Af.TN}
CAfiE Ik3IIvLH�E'
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45°ANGLE '': 1 Checked 6�: R.P,.G.
#10X314"INTO NUMBER OF SCREWS
l N RECEIVING CHANNEL PATTERN TO VARY
r,;,�;A•<,/*'xwo/xs �s"°���c:,t SCREWS TO MAINTAIN Issue Da;e:05-08-11
me..an naaa,r°�i
CAF O N,�frONS AE fQW-ID.lnON 1-1/4"C/C Revisflions:
CABLE CONNECTION AT CORNER scatF ra r.s GUTTER BRACE&MATING ELEMENT ATTACHMENT DETAH. wo, el� D"s "nan
rr
SCALE N.T-S.
rr
rr
rl
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AItT! SHER PER PANEL
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10X314"S,M.S.10° 16X314' S.M.S.10" '
® THRU FASCIA O.C.INTO ' ER O.G.INTO ER
INTO RAFTEER TAILS MAW ALSO INTO CARRY BALLSOO INTO CARRY
�----HEADERt8UNOTE8MD q BEAM .
OOF PANEL- j
_ (3 12X4"S.M.S.WITH E705nNOTRuBSoIiRAP7ER RODt'PANEI '�'�
ASHER PER PANEL tlt8r<i-tlYSttB.(?aPER o'x11T8.M(I)GRERPAN _
�o caorrrn+lAHD1+)aR�x �
RAPIER ORTRUBSTAIL (Lpp1CAUii(ALLEJIP08ED �+
0X314" #10X814-B.M.B,G12-M0. BCAEYVHPA08 CLJ v�
MOBTING PABCIA `1, )
10"ON CENTER TOP ROOF PANEL TO FAsc_tA DE7' `-
Alb � yvy
AND BOTTOM xaxir2usMs
' 'SPACER,11"b/C TOP&BOTTOM Ln ` l �
CAULKALLE>TOSED �C ,ll `
- SCREW HEADS ("J�J
NO.OF SCREWS PATTERN TO VARY
COMPOSITE ROOF HEADER TO FASCIA ROOFPANEL SCREWS TO MAINTAIN 3"x Receiving Channel m.!
ATTACHMENT AND COMPOSITE ROOF TO LOAD- _ :.:. 1 1t 'C C 2 #14x3/4"Tek Screws on each side
BEARING WALL FL.PRODUCT APPROVAL FL / 3-2/4"Tapcons LLU
7561-Ri � �,Q �(�'✓}�� p4
SCALE N.T.S. '� HEADER-CONTR•RtOLCS DELK � O I yJ
17OR MASO o NJ
EXISTING HOST SfRUCIURE NRY USF ---�r.��..
1rd"X 3"bL1SOKRY
6iASONRYWALL ANCHOR OR EQUAL
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ROOF.PANEL TO tx4"AI,L.DE �oMwiwn�+AmA�wratcrectNtc7W110.7uxTl'AA°If"RqRE
ppµtTp,/If�tWlllu7l.AEYA0WtE0{yUn�00NUf£C'"1NwY'dflNp.T
TA�{L PAN/COMPOSITE TO GUTTER TO BEAM TO 3X3 COLUMN TO BEAM µ}ryWetl¢TWIPAFENsGC"rmraatan wwxn
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SCALE N.T.S. �,aMroitccmoxoFttpA a'ho`Jt��a " �o tun.
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Ci1P CORNERS MAIN SMB DESIGN DATA
AS REQURIED HIP PURLIN CONNECTION
SCREWS FLORIDA.BU1LD>C'dI G CODE 2017 SIXTH EDITION
SEE CHAAT'�� i `
2119' x t f/6' X 0.o45'U-ihanrel Cllpg
10 x 3/4 on ea,side WIND SPBED Vuit-_- yl ✓ VBsd
S1bM MODIFIED i CCIO p
'TOPCU-I AWRY j i cw7w SURIACEROI�GHNESS
(STTTC-I @ 6C MAX
START 2"FROM ENDS) 1 1
__ '� 6x2 or 2x3 PirUn
Scaral
Square cut
• GUSSET SECTION or Notched RISK CATEGORY
'AIL}
• - Past section P. W1ND EXFOST.TRE CAT6CTORY_
INTERNAL PRESSURE COEFF. NA
lnzctbn shswn Fam r-Fcome op T"-YPE OF STRLIC'Tl1TtE OPEN
also to Mansard cannecttan P4 each pu SMS,
ic1'zg0"'j,, L At each gusset(30 For 2x9 &2x10)
• 2 ofoxl/z• s•M,E at each brace DEPLECl lO23 SUPPORTS O ALL OTHER I II2O
Bose Sti₹ch w/i Nf0x3Jk'
S.M,S, P36' OS °' S.M.O, Gutter Brace at each heafl.
3,045
Tap& Bottav Gutter and Fascia eotmection 2 imaxa, ski,S. GEI 2L�Ir���
side, - • gutt i- bracerconnect;en add two at each
I SCREEN 18114
• 2 ALUMINUM EXCURSION ALLOY=60O5-T5
en'trusswood f e4e o c. 3 THE SECTION MODULES SHALL BE rt SSHOWN ON TI-IS PLAN
[/2'x0045 U Channel Clips
4 SCREWS:ALLOY2024-T4 OR ST SINLESS STEEL
w/Fj glo c3/4_on de side . 0s04a Rer C(iart5=�on faenrf to gutter crnnectl w/5 n10x3/q
5 BOLTS t s, :ALLOY 2424 T4,GAL,rAIvLED O',uTA N ESS STI�EI,
6''4#tfOx3/4;'Into ost' ! 4tl ea stele ar 2 x 'xAJ3 angles an ea,side r/4an 10x3/4' I' STEEL
notffc tb t•ecelve bean r F br•Ti4C t<� tatrc�a a"ATP 6 ANCI'`TOR BOLTS:GALVANIZED OR S—ATNLESS
QR DUAL•.TO WA! THFC uccr'.
install 2 000x3/4'(For 2x4 Beam) ap Srl1B Nate 9Ehm Size GUSSET fxN -• 7 CONCRE T E:COIvI RRI;SS P ST'l�FI�I�311. 3000 PSI AT 2 DAYS
ea.skf•, CORNER POST u REINFORCING STEEL:GRADE 6O
zx 14'x2-1/2" COLUMNS PSF :,r;
Expo-hr Ree channe{ w/1 0fox3/4' on ea. side 2X2 attached t0
of cak rail connectkn 2x4 14'x a° 9 SOIr..?3EATIE'r PRESSURE: 1 S;)G SF(AgSt���';=3r;._:E k.."iC.iOF•:i?.
16 zxs "x 4'.1 z" 2x2 or 2"x3"Special r VERIFY
---2'xz'Uall / with#?Ax2'SMS 1O CONCRE'T'E.ANCC%ORS:TAPCON SLEEVE ANCHORS OR EQUAL(2"
os section TYP
zxG 1s°x s" Cal 24'.O/C • EI4 IvI�ED 'T INTO CONCRETE
Pt ,
2x7 1a"x'o" -
2'x2'x0.0,093'ongte on tap of t'xz• 44 DEGREES ` ?J 11 CABLES: I/8"5.8 WTI rI CORKER PNCFDR&4-10 SMS
with f/4'x2 1/4' Tapcon into concrete dx9 20"0T"
on ea, side aF post supp prong S.M,e. 09 24"x s" 12 CONTRACTCrR SEiA1.L INSPECT THE 1STIZIG STRUCTURE I URF.TO
6x6x10 were rresh In slab aio 24"x s^ - SAN VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT EDT
or fiber flesh concrete, 1R�142GfESH LOADS OF THE NEW STRUCTURE UNDER ALL CONDITIONS.
EMSTING WOOD I ERS SHALL BE 2'TRACK AND IN GOOD
„ •
• • 118'ROUND SS CABLES(175OLBS AT CONDITION.CONIRACTG)RTO RETAINCN ENGINEER TO PERJDR r1
CORNERS NOT ATTACK TO BLDG CONDITION.
FIELD INSPECTION IF THE CONTRAC1DR BELIEVES TEE
3' Ni,. • CORNER CABLE-WALL BRACING CONDITIONs WARRANT.
2O/ ' ,W4l5 WJ
(4),14,0'3/4 FA.
• •tPo
, _ • 0J 420,05 750 PSI 1 c
CONO r�fi9ENR!+E'Y't
NGE l.C1CrOA
r'x 2'aasAw nAx • I 3" X.125RECI;IViNCs CHAJdifEi
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