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HomeMy WebLinkAbout20-802 D ` Q � City of Zephyrhills PERMIT NU �R 5335 Eighth Street Zephyrhills, FL 33542 _ BAR-00 02-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue ate: 10l2012020 Permit Type: Add/Alter (Residential) 24 26 210110 00000 3200 139648 Dawson Chase Drive :. � g�Perm�t Info mation, Contractor Information Owner�lnformation� G. Name: MARK HAINES KRISTIN DRUPP Permit Type:Add/Alter(Residential) Contractor: MARVIC CONTRACTORS Class of Work:Add/Alter Residential INC Address: 39648 Dawson Chase Dr Building Valuation:$10,030.00 ZEPHYRHILLS,FL 33540-7343 Electrical Valuation:$0.00 Phone: (571)481-7165 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$10,030.00 Total Fees:$135.23 Amount Paid:$135.23 y( Date Paid:10/20/2020 12:00:31 PM V Protect Description: a ;F; :, CONSTRUCT SCRN RN W/ROOF&SLAB 220 SQ FT Ap 1plp ication Fees -, ;"' `,i_,�_ NQ Building Permit Fee $90.15 Building Plan Review Fee $45.08 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. "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 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. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-78O-0020 City of Zephyr hills Permit Application Fax-813-780-0021 , Building Department Date Received Phone Contact r Permitting ( _ >s� l:�te Owner's me r r n-e S �p Owner Phone Number Owner's dress vl b \ a `k�` Owner Phone Number Fee Simp 'tleholder Name C Owner Phone Number 110, Fee Simple Titleho Address CC JOB ADDRESS vYv U� Y LOT# SUBDIVISION I kdde-h PARCEL ID# —PW— It o (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR Lf ADD/ALT 0 SIGN Q Q DEMOLISH f!r INSTALL Lj REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION Q ►/^^BLOCK 0 FRAME 1 � �STEEL DESCRIPTION OF WORK I ( v I� �w` k'+, SI.r yccr\ BUILDING SIZE SQ FOOTAGE® HEIGHT =BUILDING ha► VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ l/ lJ✓V AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION y =GAS = ROOFING 0 SPECIALTY = OTHER �� ^FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO /� ��C✓ //��' BUILDER COMPANY 0, V��,r�6c_ bh Alvs C > SIGNATURE REGISTERED I Y/N I FEE CURREN I Y/N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# MECHANICAL COOT^ANY SIGNATURE. REGISTERED Y/N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N I FEE CURREN Address I License# ItVI[gaaa V11.i1 I'll 1 ,A111,1144,12141.S9.lt-1112 €.lf11I!#Ifill'a1.1.li11aisas1112't1&'I.Y#I 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,Slormwater 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 dale.Required onsite,Construction Plans,Slormwater 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.(A/C 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 A/C 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 V,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowners 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 1 am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in(his 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. 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 LENDERBEFORE RECORDING YOU COMIUMNCEMENT, FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed and sworn to(or affi before me this by by Who is/are personally known to me or has/have produced Who is/ person jly known to me or has/h reduced as identification. L I s identi lion. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped CARLOSMALDONADO Commission#GG 346275 Expires June 18,2023 OC,tR.," Bonded Thru Troy Fain Insurance 800-385.7019 i , Marvic Contractors Inc. Specializing in Aluminum Structures 4302 Hudson Lane Tampa,FL.33618 Ph:813-863-4000 Fax:1-813-31&4915 i 1 To whom it may concern, I Ernest Rodriguez with Marvic Contractors Inc. CRC1326637, hereby authorize Danielle Rodriguez to act as my agent in obtaining permits in City of Zephyrhills. If you have any questions,please do not hesitate to contact me at 813-863-4000. STATE OF FLORIDA COUNTY OF HILLSEOROUGH Thank you, The foregoing instrument was acknoudedled before me this .20 t ,by C-ZNotary Public Ernest Rodriguez Personally Known OR Produuced ntifice Type of Identification Produced �C���- THOMAS R. KURTZ MY COMMISSION#. GG 231600 EXPIRES:June 29,2022 1 I I i I I INSTR#2020 1 431 52 OR BK 10168 PG 434 Page 1 of 1 08/31/2020 03;29 PM Rcpt:2198950 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles Esq. Pasco County Clerk&Comptroller Tills spncc Car use by Clark of the circult cool-t only, NOTICE Or C0111[MENCEA/1'ENT PermirNumber'. •'fax Folio Ido —t�C`d Tht.undersign d herehy:gtras aollcu IhiU hnprovcmonls trill he node In certain real property,and to itceurdanre with Section 71$.11 ui the Floriiin Slnlules,the(ollnnlne-infminition is pruvidcd in ill.NOTICE Or COMMENCEMENT. I. gal es ri�ltirvri+ perry(stree dress required)• o ll(i(WJ S C J�l�. Vj 2. GGeen'epl Iescriptidn tfimprevenient - 3a: Owner Nome:` T Ownei Address; 6 e.,l e s-YL h A 5 G' ✓ �a JON y y-Fes' r S it Owner's interest in site: R!/h�R�t d�S�QLalle,te _. ] . Fed Slniple'Pillu holdC`r(of•nlhor than owner) �C ,/�,nw _ 4ddress:_lZ_a +1"4E J�K�r fnfrL/YI rrSL`TdN ��KB4 I 4.' Co ilrnclur Namc:_Man'ic Contractors Inc Address: 4302 Hudson Lane TenlD:t:FL 33618 _ Phone: 813-863-4600i_ 'a g -IMC20016613ond Amount ofbond:15.000.0U__- Address: 1401 W Busdh Blvd. 2ffiga,FL Pholle: 813_931=7467 6. .Leriderhame: Contact: Addiess:r Phone: �\JwD A. :7.. Person within the State of Floridn designated by owner upon wham notices or other documents may be served as provided by o cm --------' -...----'--" ----'--Section'713:13(t)(n}-•larida talutes--------- `---'----- -=`--•----'--___-------'--'-- - Y Name:_ Address: .�� ••��� Phonc Number: Q 8. In addition.to himself;.Olvnerdesignales the•fallowing persmt lo.reeeive a copy of the Lienor's Notice as provided in Section . Ti3.l](1)(b),Plori "S S. .. - W lY V) ) � N o Name: Address: {� Phone Number: — W = v } 9. Expiration date ofNolice of Commencement(expiration slate is one(1)year from datc'of recording unless.a different date is ® Z Z) O J CN specified). — O U _ U) Vr Q"F.J W W 0 •1YAIWINC•1.0 o4YNIM:-ANY.PAYMENT'S MADE flY THE OWNER AlrMitTIIE BXl11RA'I'ION OF-)HE NOTICE OF COMM E.MrIENT ARE 0. X-W Z J CONSIDERED IMPRO11EIl PAYMENTS UNDER CIIAPTER 713,'1'AItT i,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR U. 0 = Q PAYING TWICa:FOR IAIPROVGMRN'TS TO YOUR PROPINMY,A NOTICE OP COMhIENCEMENT IrtUS7'RE RECORDED AND POmit)ON TILL' ® u-. �, h..) lY JOB SITE ItEFOIIE-tile.FIRS:INSPL••CTION._IF YOU INTEND To OBTAIN FINANCik,CONSULT WITH YOUR LENDER OIt-AN ATTORNEY >_ W•G IL . BEFORE COhIMENCINC IYOliK.010MC0110) 1'OUiI 'rTCE OF COMMENCEMENT. )„ W U- 0 Signattire of Owner or Lessee,or Owner's or Lessees Authorized OtBcer/Director/Pminer/ManatlCr t— W CL Q O Sivatory's Title/Office W WATU or FLORWA. � U CU S Q COUNTY Or 111LI[MORPLIGII �{`-- u� 0 z 0 to The tonguing inslttnntent was acknowledge before me Ibi.-day of /I�j�60 20CG�L_, � Ui Q _3 W by_.._..------'----- --'- ------ as—'-------......._.- .......__'.—..for_ --'-•-----. _..-.:.___- Q j LL Z Personally Known. OR I'Ipduccd 1ylcnlilication � p )�. Q ., ' Tplx ul'hlenlilicaliuuPrmlucctl ' •• "" raw dy+,. CHARLENE KAY BUCCtONE Commission#GG Og74g7 In F - ; ra Expires August23,2021 signman'e-Noun/onli. %,YQ.f Clad TfoY Fain tnfurants A00.3t45 71118 ilNlfc he(ongoing and that lha filets slated in it are true I,)the bell f ary knowledge rani belief. _ .Signature of Natural Person Signing Above lM1 mpy atouy hmiJ man he m�oeluJ m tln ghee ofre nNrJan of ihi�Nniiee,�fCnnnnnu•cm.nq l7pdaie,f 79NOVUR7 'z::?�I'� �f.� <"i.4:n,^5"t:t'd�., 13"r i' ,• s'�,�tP�,-� � .,�y .F.9'""9^ 'C !u.'Y' is„.x.;e;^*.-#:• ,cw 'f',.., •�y� 'i ,<,x...i I„� i�I` ?•,i!k ` t'•s' ",+... ,i t�,;'� t `i "•� ii.P"". ::j$I'jI',1,'fii"':4,q'r";t:dtrr.�S,•:.e. ..,jss yl, >, .Ii.,rl lr ;•.gfi?s",}"jc'J. 35i+ry'l,y�, i. „�t `1i`;r;;:.?r,Nir[>, .,u . i�, G au i�. i t 1;R i T. r(7 17. : ,1� YYL4J�, .2!! .'fi :-�'f• 11 E?r >C i. ' 2..;p}4� a3��4�'.'E.. 'I,S#i'.x.,.}' ;•,:� iYl:{ .'S igi'{7,e'1'' 4:'�Y!`t•;s;#},.,' .4?i }y,�}l.:,S+,. JJ�t,.�' 9 f" : K du• £3v ,':Ti t�Ne '�rj4�`��,,,�sl�it;�• ,f9��,t:- '"�•$�,°,.,..��,�,4y.,, '' � '��:�� w3�.�}« ::1'�'i�=t'y'�� 'i ��` U {� at R�a �gl �'• Yi° ' z i7' �k:� - ,u", Kt'� �'�.t`� i;r'f��, �'' �`r9`-s'��. ��•8 E ll� FS, _ it rry�i j , t !,h} - ' ,.i,,.. � ��i.IS fit:,.,:,,,,• �i,��} , ... aC15 Home t Lop ht User Repistrakiort'(_=HotToples t Subnilt Surcharge Stales&Facks ;. PubllcaUons" :FpC Staft,{..aci5 SIte,Map- tlnks "Search;} - . • 'USER.Public user 'ProAuct Annroy,�tyggrttt> ">-Ap,ducdt w >Application Petall i`e - .. FL7561-R4 O7.N,in i. Application Tyke, � � Revision Code Version 2017 Application Status..' Approved t. Comments Archived Product Manufacturer_;. ' "' EliteAluminum Corporal:ion. .:': Address Plio' -mail e' a Parkway/� 4650•iyohsT chngiogy. . , w..y... / ut Creek,'Ftr•33073'`;.= "Cocon -3200 dkQdokimeng(ngeririg.net . Autiz4dzed Slr�nature Do Kim l dk@dokimen ineeri" g net '.� ... 9. ng. Technical Representative Bruce Peacoc!< :' AddiessJPhone/Email �1650 Lyons.Technologg Parkway. .. Coconut Creek FL 33073 bpeacockftlitealuminum._com Quality Assurance Representative -Ad ress/P ".. . ... C .' ategory RooFliig Subcate o Praducts'Introduced as a.Result of New Technojogy. ' ite 'o Co e" e p Arch t r L ce s. ntptiance Method'' ,.. Evaluation"Report from a Florida R.giSL r, . .. c,..,.a i..n �d Ftorlda Prpfessional Friolneer i M yaluatlon"Report .tiardco0y Received' ;. ;.. • ` Florida Engineer or Archltect Name who develo ed .'Do.K!(n'P,E. ` ,i p (., { the Evaluation Report ".' Florida License PE-49497 Quality Assurance;Entity-'. QAI,Laboratories, Quality Assurance Contract Expiration Date 12J30J022 ; . I Validated D James L,S4ickner,P:E',@ CBUGK Engineering Y = ti,ValidalIon Glieckllst" HardCo�y Received ' Certificate of Independence. .' Ei 7561 R4 COI Ced.of IadQ6endePq#-,P_ '.w RP.ferenced Standard"find Year.(of Standard)`. . �. qutvalence of Product Standards: l" _. .t_'ei'tlFled B Seetians'from the Code" - :� 1709.2 .. i Product Approval Method '. Mettiod'2-Optlon B , Date Submitted 08J15J2017 DaCe;Vaftdaieci 08Ji6/2017 ' Date Pending FBC.Approvat 08J20J2017,'. P."Date Approved 10/10/4017 hllps://flor0at.bt7ilding.org/pr/pr_app_dtl.aspx?param-v (t Eyx( Wu_)gSq.1tM /yltPtlf ';-,+%Ivrl a ' STRUCTURAL ITEMS SIZE TH'KN'S SMB-H-S ROOF BEAMS END POST Z X'/2( Odd /-/ FRONT POST 2 X e X OS'O H EAVE BEAMS ax 3, 2 XZ (O ys-) H PURLINS ✓ 8'-3" 8'-3" I I CHAIR RAILS 2 x Z X H / 1 L ATTACH TO EAVE I BASE PLATE /X a Ix 0 -- --- r ' CARRIER BEAM .' N POST I.-a ZX'f � w I I Z X`f /+ f � � PANS CoMf>vs,r 3X Z'16XO `f N (L_ O —!I MATERIALS ALUM ALLOY 6005-T6 h - - - - ; NOTES 1 -'DH 2 J'oH 1.WORK THIS SHEET WITH ALL OTHER SHEETS IN THIS SET r NOTIFY ENGINEER OF ANY CONFLICTS 8,_ PLAN L 8' 2. ENCLOSURE TYPES CwPos,rc FLAT ROOF MN SLOPE 114"!FT MANSARD HIP ENDS I:pad Z x3 MANSARD HEIGHT:3-FEET UNLESS NOTED j X ALL WORK SHALL COMPLY WITH PREVH GABLE-GABEL ENDS CODES FLORIDA BUILDING CODS GABLE-HIP ENDS i x x NATIONAL ELECTRIC CODE, GABLE HEIGHT:4 FEET x � pN N AND THE CIT"^�'Couvrlu� ORDINANCE 0CT Contractor: 2X 2 8 r202� Job Name:MARK//A1rl6S /X 2 16"K.P. 1 REVIEW DATE MARVIC ALUMINUM ? y. CITY OF ZEPHYRHIL Address:39648 DAWSON CHASE DR ELAN EXAMINER 22' — City1County_:ZEPHYRHILLS ELEVATION •••••• F . �•�,� E MSF•�S���' State:FL Zip:33540 N This ig i S standard RICHARD WASILEWSKI,P.E. DOORS MAY BE RELOC$ a ec� IF 3his job. 1520 Chateauwood Dr PROVIDED POST SPACII -NOISY Clearwater,FL 33764 CHANGED .0;o1 •A- 1 e� � FLORIDA LICENSE 15586 FIELD VERIFY ALL DIIVIENSktS f/ L ��� �� 727-531-8104 Office WIND BRACING TO BE LOCATED IN FIRST OR SECOND BAY 727-580.1341 Cell led for Structural 727-531-3111 .fax .?Rs� Crr 1 1 r DOOR - COMPOSITE ROOF ANCHORING DETAILS 2 X2 EXTRUSION- HINGE LOCATION! 7. P4V?�RSiT1 CR. 2 R2 EXTRUSION #B x 1!2"S.M.S.SPACED __ flLEXISTING TRUSS OR RAFTER -� /- @ 8"O.C.BOTH SIDES CAULK - I. ALL EXPOSED SCREW HEAD5 0 (iXGxitii0 W YKl a 6xtixI010 WWF #10 x 1 O S.M.S.OR WOOR I g -- .1)t5 BAR(3"CLEAR} �- 3 h5 l3AR(3"CLEAR) WOOD SCREW{2)PER :' '{r'' F�JOTING'v'�fIT•'.'[O;1 PA119 #10 X 314"S.M.S.OR WOOD .::¢ur.'.:•.• ir0i}'F!�7G yViTi•17�A�ZR.5 RE:.S°.CEC C 12"O.C. d p......:: SC ��acr•' r, - '-�.'i --- nOCF PAfiEL 1.DOOR TO BF.A'ITAC1iED TO STRUCTURE WITH MIN 7'WO HINOBS PAVERS 2.EACH k11NOLTO BE AT'1 ACHL+D TU S!RU TUitF Vll if MIIJ 4!10X 314"SMS FIN OR. F!N GR EXISTING FASCIA 3.EACI4HINGETOGAl FACELD FO DOOR WJTI(IiAllJltyl!)M3 II IDX2/4SMS 1 ROOF PANEL TO FASCIA DETAIL ✓ 4:i3OTFOi+l NINQt'C013E MOUNTED BFi'WBEN 7U AND.2D INCH1:S FRGM TIW OP POOR S.TOT'HII Qt'TO BL MOUNT 6D i3ECW EN 10 AND 20 INC#iFSFROM 10OF 17008 EXISTING HOST STRUCTURE SCALE: 3"=1'-D" #14 x 1/2"WAFER HEADED f IFDOOR LOCATION 1S AD3ACBNTTO UPRTO iTa1 t"X2"7C.Oil"Mi1YOERAST8NIiDTC o. WOOD FRAME,MASONRY OR S.M.S.SPACED @ 12"O.C. UPRIGtlir Wl'Ck11F10 X 1"SMS A'I'12"0/C ANT)WI'17i3"PROtuI EIVDOFUPRIGIFlii. :#5 BAR OTHER CONSTRUCTION �v (3"CLEAR) Ci"C(,SAR) FOR MASONRY USE: TYP CAL SCREEN DOOR.CONNECTION ETAII,, RISBON FOOTING RIBBON FOOTING WITH PAVER (2)114"x 1-1/4"MASONRY .. ....•. ...._ •3NCHOR OR EQUAL @ 12"O.C. ' = ... . ... .Y}ESI N iD�iTA NOTES FOR WOOD USE: ::::.:Q W;::..::. #14 x 1-1/2"S.M.S.OR WOOD a'4:::. FOO'I'INGdc SLAB SCREWS @ 12"O.C. ':.::. :.. ..::.. :::��- FLOOR PANEL 2G;.T SIXTH DI i iOPJ I FLOFtI»A 9i1ILTu1'Nt"s LOUD b FOQTI'N&SzAB?LREAD, ..)ISIS r< _ I Y F 7=THICICI4SS= 1N WPM SPyI1^ EFI V_ /o ° FOOTING&SLAB ARE RCPG3ED D ?1EP H _ _ ROOF OR FLOOR PANEL TO WALL DETAIL p SCALE: 3"=1'-0" SURFACE ROUGHNESS Cl PAVERS E7QST w=tYIDTH= o �IN Notes: CONTRACTOR TO o PAVERS ARE PROPOSED VERIFY EXLSTINNQ CONDITIONS.NOTIFY 1) Wood structures should connect to truss butts or the sub-fascia framing where possible only. 15%of the f Cl FOOTING DEPTfd EQUALS SLAB THICKNESS-EXISTING .ENGINEER IF DIFFERENT screws can be outside the truss butts. Sub-fascia and those areas shall have double anchors. All screws into RISK CATEGORY the host structure shall have minimum 1-114"washers or shall be washer headed screws. Ij FOOTING DEPTH EQUALS SLAB'LHICKNESS-PROPOSED 2) Header inside dimension shall be equal to panel or pan's depth"t". The wall thickness shall be the thickness WIND EXPOSURE CATEGORY of:,5e 8i;inti.or i pan er oorinp..si a panel wall thickness. Headers Shall be ar chore(i to met us siruc:iure WI II NOTES: anchors appropriate for the material connected to. The anchors detailed above are based on a load from 120 INTERNAL PRESSURE COEFF. NA I.7NE FOUNDATIONS SHOWN Al2E BASLD ON A MINIIyfUMSOIL BEARING PRESSURE OF m.p.h.for SBC Section 1606 for a maximum possible span of the roof panel from the host structure. 1500 PST.BEARING CAPACITY OF SOIL SHALL BE VERIED PRIOR TO PLACR,,G THE SLAB TYPE OF STRUCTURE !rN f S>=D BY TF.ST'ORA SOLI.TESTING LAB TIlESLAB/FOUNDATION SHALL RE CLEARED OI=DEBRIS ROOTS AND COMPACTED DEFLECTION SUPPORTS L160 ALL OTHER 11120 •PRIOR TO PLACEMENT OF CONCRETE �' 3.NO Ft3GTIA[G ofiliBIt T�tP,N 3-l12"(4"NPbift4AL)SLAB IS REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL IRE PROIEC LION FROM THE HOST STRUCTURE EXCEEDS I SCREEN h14 211'-�}".Tai TC7OTING IS RFQI1LRED.ALL SLABS SHALL BE 3-112"(4 I+TOMiNAL)THICK. Q.MON0L1Tf4IC SLABS AND FOOTINGS.SHALL f3E MJNINUM 3000 PSI CONCRETEs WITH 2 ALUMINUM EXCUIRSIONALLOY=6005 T5 6X6-I0X!0 WELDED WIRE NOSH.Flit ATM S#1 B «Miq� 3 TEE SECTION MODULES SiiALL BE AS SHOWN ON THE PLATd '5.Th LOCAL BUILDING CODES REQUIRE.A MINIMUM FOOTING,NOTIFY ENGINEER I 'I 4 SCREWS:.ALLOY 2024-T4 OR'SThINLESS STEEL tsnll nr# 5 BOLTS:ALLOY 2024-T4,GALVANIZED OR STAINLESS STEEL tt� ��/� 6 ANCHOR BOLTS:GAY VAh. D OR STAINLESS STEEL- 7 RD..WAs�i CONCRETE:COMPRESSIVE STRENGTH 301)0 PSI AT 2SDAYS v � G. •'•\G E N S'•. ��i ( A S REINFORCING STEEL:GRADE 60 ��`Q� N o 1 8 •�1;. 1 f ' I V. L. ©A 9 SOIL BEARING PRESSURE 15W)PSF(ASSUUIvvYEI))CONTRACTOR TO 2 VERIFY * I -10 CONCRETE ANCHORS:TAPCON SLEEVE ANCHORS OR EQUAL(2" -p 9 13" X .C - .L S PANELS .� EMBBDM'T-INTOCONCRETE ;?1= I L ' I I CABLES:I/8"S.S VYIT COR1TERANCFIO 9l 10 SNLS ' S :• � cP:L=_OWABLE _ i R S .AN CHAR T S) y'"� . o 12 CONTRACTOR SI.TALL INSPECT THE EXISTING STRUCTURE T+O +� �`•'•. X SPAN CF`) VERt YEADfiQ[UAGYO T STRUCTURBTi� SUF?G Tfib LLJw`33_E i AS A RICHARD.WASILEIoo Kq/,v�S [ F LOADS OF T'HE I�1MW STRUMM i MOR ALL CONDITIONS. THIS sza ctlAtFauWoan DR. LD LEST?:. _/8G L/ Zv i 1..I 80 [ L/2410 ' EX sT G-WOOD 11�iEMBERS SHALL B82"THICK AND IN GOOD STANQARD CLEARWATf7i, FL 33764 .7 4B �gws,n CHAs� ) •i61i : 15.76 ! l3.tl3 ! IE FtQRID,4 LECFIISE .155$6 -A!{t'llH7a�S tg : i3 z r Fa�v tI CflNDXTyQN.CONTRACTOR TO RETAIN AN EhiG]NL+TiR Tfl PERPO 727-631=81Q4 OFFICE 58D-134t 2c, �-" ) A P)ELD INSPECTION IF THE CONTRACTOR BELIEVES THE A 727-531-3111 FM F` 0 3 -nz 1 •s:2? I sr s I 2 ss CONDITIONS WARRANT.. 1 9~17 1 8.17 3:19" j SEALED FOR UCTliRAL �' fi7 .(' 5.40 I ►.35 i 0.58 - r . ;I RUFAS• E3.e'. or Eqpt C6 '0 ti' SECC)NDARY'. NNECTI:OI 4.PER P I:E COLUMN BASE CHART ' 6"From SIDS O• COLUMN ANGLE 1 AX3"TAPCONS #10 X /4"SMS . • . . . - - (EA SIDE)E)# (EA SIDE) 2.%;P 1DP RAlL FORSIDE'WAL(S i 2 X'4 ]2"X2"..093 1 2 ONLY OR' 2 X 3 FRQN'T W WALL 2 X 3 2"X3"X.O93 7 2 ATLACWTD TO FOST WITH 4#10 X 2' 1O X 6 2". 4"X.4:43 ATrAC tiD 3POST 9JSE li4"X5"TAP4{1.NS Wkf- N PAVERSARF.USFD __J 3- ISMS �14lS'IA� OF lnr�°c 2 X 3 l dsz'Lc�s )C a x 05"O : u IJ a${r ,r s 1°4 5 (ZX3) e CI LSEE iAWRAMS. COM - _- - ) : t PR - SHEET E T MPORC'ONNECTION N 9x!I2•Sh1.S Rt D SCREW BOSSES,(A ExTERIORODIVNECIION a� d,$. TPOfT\ ALL G1R.T - ® IY1GHAN4ELCL=? 3 DEPTH-3'CHAIR RAIL 2°`EPT'fI=2"HAIR.-RAIL LI:!'-' 6#It 1^40TAL J 6 .2 COLUMN. 2 EA.LEGGEL4NNa Avs /!o'•KICKPLATE(.030) I W 1z 4Y> HAfiKd'kTAC D SECURE WITH TRIM STRIPS ' 1 14lILA`i` �- r ac.+'Fo7Cn°/Jsdl5Ai O.�. v +f", BiFD C �PIil�A"X3" "ANA A4"OlC ADD SECOND Cl14GLE , '•. AIW 24"W. Fkt.W AND SIDE BOTFOlv1 A4tQXAlID JfxdSll li L"F 3A1 I"X 2"OPEN BACK ATTACHED -v - POST TO CONCRETE RAILS Al FACHED TO TO FRONT POST W/#10 XI I PER CHART ANCHOR I X 2 O.B.1'O(:ONCRETE OFOST ANA O!CCONCRET/MASONRYANCfHORS1Y[TFf1!4"X 3"CON TE ANCHOR EACIUOSl AND 24".O/C 2 X 2 X R@93 aLIA1•i XINDWAW.SMINi"FROM AT OFI&CHSWEOFLACKPOSTAT'24"O/CmAJG2fl"x 3i4 POST EDGEOFCONCRETE i-3 U4 .CONCItfsT£ A14 — fiiAEt3 B?a�K c K . •`A dI � f y 4 r a. a v a a s °�G� -T•`�C E P%•,`�dy���i �� CONC.SLAB a : a. �,��• �� �• `S'�c ti�•� �� sTr t�. - a' % a •' NO 155 Feu • • 1 r-0• • • i TYPICAL �+�gr g �( CORNER g,��}�+ gp �+.g. GIRT ,�7�7� \ STA E O : : R'A�11C 9J �'t 1 L J['�f�8 :TO.ABASE, GIR ft tri L9J6P '�! g� r� BEAM '+ AS a 1f0CHAAD ern wsw ; f>'H/�ttEs POST�&O 87FA1.Y.R DETAIL % r• d520 CFIAIEAUpD Eki A � a MIER,FL 33as4` 39C'fB ,a,4wsau G'sta e •,4jt r111 F19Rit1A LEC.G S 1558Ei- 27-531-8104 OFFICE 5804341 cEllCIIRIIrr-'S 77-531--3111 FAI .' S€ALEI) F TURAE a STRUCTURAL ITEMS SIZE TH'KN'S SMB-H-S ROOF BEAMS ✓ END POST 2.X� ( CSD /t' FRONT POST F-X'/ )(0S0 H EAVE BEAMS 2 x 3 2 XZ (c r) H PURLINS r/ -- I I CHAIR RAILS 2 x 2 X D'/S A/ ATTACH TO SAVE j BASE PLATE /X X O`1(d U 1J fJ O ( -- --- - ----- --.H -- �� O CARRIER BEAM ✓ POST ✓ ZX't PANS 3x418X oZ`f w I O a 4 w �L/T� 200 d o2 6&c'A- 1 M ii ° w MATERIALS ALUM ALLOY 6006-T6 NOTES ^D N 2•f r � /'off 1.WORK THIS SHEET WITH ALL OTHER SHEETS IN THIS SET NOTIFY ENGINEER OF ANY CONFLICTS L- 8' PLAN 8' L 2.ENCLOSURE TYPES -FLAT ROOF MIN SLOPE 1/4"I FT MANSARD HIP ENDS a X3 1 I MANSARD HEIGHT:3-FEET UNLESS NOTED _ GABLE-GABLL ENDS ALL WORK SHALL COMPLY WITH PREV GABLE-HIP ENDS CODES FLORIDA BUILDING CODE, _GABLE HEIGHT:4 FEET NATIONAL ELECTRIC CODE, a N AND THE CITY OF ZEPHYRHILLS Contractor, t Job Name:MARK//e/N6S /X 2 16"K.P. Cj MARVIC ALUMINUM ? y„ Address:39648 DAWSON CHASE DR 0CT 22' -4 REVIEW DATE \GENS�.�L��i� Ci lCounty:ZEPHYRHILLS CITY OF ZEPHYRHIL • =- �'o f ELEVATION PLAN EXAMINER ; 5586 State:FL Zip:33540 y ;• $ i 'standard RICHARD WASILEWSKI,P.E. O •DOORS MAY BE ELOCAT . an I s ci is job. 1620 Chateauwood Dr R p T' PROVIDED POST SPACING IS* T 9►•'• .9• Clearwater,FL 33764 CHANGED ' j S N i, ifl I)., FLORIDA LICENSE 15586 FIELD VERIFY ALL DIMENSIONS `J WIND BRACING TO BE LOCATED IN LY /�/ 727-531.8104 Office FIRST OR SECOND BAY '1 727-680-4341 Cell S ed for Structural 727-631.3111 .Fax �Rscc CTr 1 _________________________________ =----=-- - r--book COMPOSITE ROOF ANCHORING DETAILS 2 X2 L+�{i l.0$10N—i kItNaE 1,0E TION PAVERS t --FIN GR. Z X.2 EXTRUSION _ #B x 1/2"S.M.S.SPACED _ EXISTING TRUSS OR RAFTER —� d O.C.BOTH SIDES CAULK x PENCE' 1pu'141J 19 -- ALL EXPOSED SCREW HEADS e `ux(ix1010 W'W- 0 #10 x 1-1/2"S.M.S.OR WOOD . (#IS BAR(3"CLEAR) �— 6x6x10(t?VdWl 11!5 BAR(3"CLEAR) �: RAFTER OP,TRUSS;•AH I I P ::_t T.:.�... J �.... FOOTING WiT1'OL F. 4'�r RS #10X3/4"S.M.S.OR WOOD :i:=¢"ur. FOJT1 IG 1NTTii T'AV�EL5 SCR V.3PF.CFD @ 1c`vi... r.OOF PANEL � t.DOOR TO BE ATIACHEDTO STRUCTURE WITH MINTTWO HINGES PAVERS P.EACHHINGkTQ BE AT1 ACHED 1 OSTR1JCfUIIF Wl ITT MIIJ4#1f�X3!4 SMS TIN OR GR EXISTING FASCIA 3.HAC111ItNGE IQGAl FACIiLD F00 0R WJTtIMlT1J UM3!/It X314"SMS ROOF PANEL TO FASCIA DETAIL ✓ 4 f TPO1v1HINGE"FOIIEMOUN7EDBt]WEEN10AND.2OINGHIrS FROM'tnPon POOR SCALE:3"=1'-0" S.9 Oi'Ia1NFi If TO BL'MO[JN CED 13);"FWFEN t0 AND 2l11NCI4ES fBOM TOP OF UOOR EXISTING HOST STRUCTURE #14 x 112"WAFER HEADED 6 IFDOOR LOC!tTION IS Af JACENTTO UPATQFLPAl"X2 j 084 MAY DHFASZENtIIDTC a WOOD FRAME,MASONRY OR S.M.S.SPACED @ 72"O.C. UPRIGl4T W,tf t•1#10 X 7"SMS A1't2"O/.C ANn WI'(!4 3"TRO[�S NDOFUPRIGH 1. I#5 1#5 T OTHER CONSTRUCTION ,j (3"CLEAR) Th __ (3"CLEA54R) i` TYPICAL SCREEN DOOR.CONNEC TION DETAIL. FOR MASONRY ....... .. . ... . : .. ,. DOTING WITH PAYER (2)7/4"x 1-1/4"h^ASONRY . ...... ....... RIBBON ROOClNC. RIBQONI ANCHOR OR EQUAL @ 72"O.C. :::: t •: DESIGN DATA NOTES FOR WOOD USE: :::.: :a.':.'... #14x1112- "S.M.S.OR WOOD F0 TII+1O&SLAB L� Di /, F T TH]CKNESS=. / IN SCREWS @ 12"O.C. J ` / (. FLOOR PANEL FI.OWOA BUILDING COPE 201, SiXTH li CT iOPJ t] POQTF_sO&SLAB SLED PDV E]QSTS WIND D SPEED Vu!`: /3 D yEs i !o _ 1 FOOTING&SLAB ARE FROPO3ED I nEP?Ef ._ IN ROOF OR FLOOR PANEL TO WALL DETAIL SCALE:3"=V-0" SURFACE ROUGHNESS CI PAVERS Exist ON Notes; a C CONTRACTOR TOO O PAYERS ARE '0550 VER1FS'EXfSTiNG CONDITIONS.NOTIFY 1) Wood structures should connect to truss butts or the sub fascia framing where possible only. 15%of the f . FOOTING DE}fl.f EQUALS SLAB THICKNESS-EXISTING ENGINEE(t ZF DIFFERENT screws can be outside the truss butts. Sub-fascia and those areas shall have double anchors. All screws into RISK CATEGORY the host structure shall have minimum 1-1/4"washers or shall be washer headed screws. Q FO(}1tNG17BPTli EQUALS SLAB L13ICKNESS-PROPOSED 2) Header inside dimension shall be equal to panel or pan's depth"t". The wall thickness shall be the thickness WIND E. OSURE CATEGORY________ of 'e&: rcm:,urn pa,ur.on-posit a panel wal:ihickness. tr r: the host siruuiure with NOTES: anchors appropriate for the material connected to. The anchors detailed above are based on a load from 120 I INTERNAL PRESSURE COEFF. NA ],THE FOUIJDATIONS SHOWN Al2E.BASLD ON A MiNThIUMSO]L BLARING PRESSURE OF m.p.h.for SBC Section 1606 for a maximum possible span of the roof panel from the host s;torture. 1500 PSI.BEARING CAPACLTY OF SOIL SHALL BE VERIFIED PRIOR TO PLACI G TIlr SLAB TYPE OF STRUCTURE !cI" e si SED .BY TESTORA SOIL TESTING LAMB .THE SLAB/FOUNDATIO►N. SHALL BE CLEARED OF DEBRIS ROOTS AND COMPACTED DEFLECTION SUPPORTS 1160 ALL OTHER 11120 PRIOR TU PLACEMENT QF CONCitE'FE s 3.NO)C)C7TNG© FffiR T':]AISi-!f2"(4"NOMINAL)SLAB IS REQLRRFJ EXCEPT WligN GENERAL NOTESADW ESSING-IiRQSIOiI ugm-'Cm PROJECTION FROMTEIR HOST STRUCTURE EXCEEDS 2�`.0".T€IEI'I A F[aOT'R+]G I5 QIJLRED,ALL SLABS SMALL BE 3-i!L"(4"NOMIIVAL)THICK. i SCREEN Sli 4 b(0A6Liik6 SLABS AND-FOOT BIOS SI IAT,L I3E MINIMUM 3b(101'SI C01!ICKETL' fl{ 2 ALUMINUM EXCURSION.ALLOY=6005 T5 6X6-i0X•lO WELDED WIRE MESH e'%IW64M*$? eta<OA(- . I; 3 THE SHCUON MODULES SHALL.BEAS.SHOWN ON THE PLAN 5.I1:LOCAL BUILDING CODES REQUIRE MINIMUM ROMNG,NOTIFY ENGINEER 4 SCREWS ALLOY 2024-T4 OR S I'P7t+t ESE STEEL '�OI l l 11 qq,,i 5 BOLTS:ALLOY 2024-T4,GALVANIZED OR STAINLESS STEEL 6 AIJCElOR.BOLTS:GALVA .ZD OR STAINLESS STEEL { ' G`Z.•'•1 G E �L 1 N S+ •. 7 CONCRETE:COMPRESSIVE STREIGT`H 3000 PSI AT 2SDAYS �>Q v F ' S 1LLINFORCING S'T'EEL.:GRADE 50 No 155 •� ELITE PANEL. SPAN TABLES 9 SOIL BEBItFNG PRESSURB:1 (t0 PSF(AS3CTSvIED)CGNTTLAGIUR TU '» * VERIFY I 10 CONCRETE ANCHORS:TAPCON SLEEVE ANCHORS OR EQUAL(2" 9?� X 0.VC24 x s — L I; EPS PANELS .J EMBEDA4'TINfOCONCRETE :O STA lV� (Air0 '1R WABL.E CILL AR SPAN CHARTS) ; II CABLES:118"S.s WITHCORHERANCHOR4s0109? s �',��;'•'�< 12 CONTRACTOR SHALL INSPECT TBE BIQSTING STRIJCIMIRE TO 4 S ,. •,. . ,'4E "AX hI_=u 3i:_ SFAS; c€ y WRIFY THE ADEQUACY OF STRUCTURE TI)SUPPORTTEllw T[11 I,Luiv=S_� HAIiv�S ' LOADS OF THE NEW STRU4�' =UNDE.R'fALL CONDITIONS. THIS JO . Itl A AS A 520 C O.wAstt�rstsi LOAD (FSF) . I Lf8( IL/12 _i IB0 IL/_O p±! _ STANDARD 520 aiaiFa L 33 _4 g9� A4, I--- C J_ 7 I 15.76 i f5. c r =STI O WOOD MEMBERS SHALL$E 2 THICK AND IN GOOD CLEABWAIER, FL 33764 0- } '""� g COAIDITi9N.CONT RACTt3R TO.RETAIN AN BNGINQER TO PERFO ` Ft 81 4 t E FUSE .15586 2iz ) A!{S'�lHILLS 3A i$ ( _ A FIELD INSPECTION IF THE CONTRACTOR BELIEVES THE / 727—fit�i0� o531 111 F st f : 3 L CONpITZQNS WARIIt1NT.. A 7275313111 FIX FAX Ft_ 48 ( 5.22 .; . �3:2?" j S� I 2.$5_. ' g- i i^?1 $ .2 6 0 I - SEALED FO UCT(1RAL MUMS NO .��Egteal IRU SECONDARY.CONNECTION 4.PRP PANEL COLUMN BASE CHART _ : '- r 6"Pro1Yt SIDES 12"o,C. FX5 ANGLE i/4X3" I'APCOHS #!0 X 314�IMS A SIDE) .(EA SIDE)* (UA SIDE 2 Z7 DP i�AIL FOR S117E WAL1S g —`a�—— — 2X4 . z" Z" ,O93 I L ONLY OR' Z X 3 FRONT W WALL 2X5 '2"X3"X.093 1 2 ATfACM; TOPOST WIT7H O FO X2 2' I ?" 4" _09 2AU 0 1 S"TA?CON II;N PAVERS Ate:USED j 3p "C l sns - �l4fSIO OF nes3' �La1.�IrvBRs G Cm4j N a- /wro / 1C a X m 05°!� :•�; tI11�rzl> s caves /V x 3/f.i s�s s CZa*3) Jt SPILT FORSIZE TNTEWOR.CUI NEGUON 40pX.I W.Ah ' .IDt'1'O SQZEW BOSSES,OR ExIERIORCONNECI'[ON61t�a• r FR�3F?T1 Ai.Lr..IE:T ED :gF.cEiVL"?G^r6A1 NELCUP - r- -S. .063 X 2'LEGS 3 I?EPT$-3'CHAIR RAIL 2' lye'=2YJF, ..4? 6#OOX I TOTAL 2 COLUMN 2 EA.LEGOLANNEL POD'/ /.tb' KICKPLATE(.030) O2'M RUZ A7C['ACI ID SECURE WITH TRIM STRIPS ) ac deb xn"53Ai D.C. �max� ,Fa gBAC'ldBifDk� 7 7 Wlk!g"7C3" •1"X 2"OPEN BACK ATTACKED FRONT AND SIDE BOTFOM POST TO CONCRETE ` � " I RA"ATrACHEY)2Y1 TOFROYTPQ6T'QV(#iBXi-112" PER CL�ARTCONCREMEW/u�4"X3"Ov mg 6•'FROM EAEACHEN"p 4IKE OR i X 2 O,IL TQ CONCRETESMPO5T ANA 24"O/CCOIVCRS lMALSOT+IRYANCHORS Vy 1d"X 3"CONCREX E ANCHORSQ EACU POSTAND 24".O!C 2XoXO. ANTGLE ATI"FROM 'OF EACII37DL f3F lEt�€7 POST t1T` 2JI IQR 314 Y06!24"O/C MAX .EDG-OFCONCRm 1-3"/. . An�1X1/4"CONCft- j&C31! 1"3C2"Q:932"IHlIV. '. . TY Y q•' ' d CONC.SLA$ vim,,�G G N S •��'S'�i _ 4 •a � 5 ' �I�A CORNER-DETAIL POST T' .BASE, GIRT AND '•' I HA . AS A RIiiARD Yrh5uE1►5EQ I�tlC5 POS.TI 'O BEAM DETAIL .ice c la7Ewtir�oo rr AIL �� CY wAtaR.FL 33754: 39L q9 Aaas w G',tvsr l}� 111 1111 FLORDA IEC04s 15581: 27-531-8104 OFFICE 58G 43 t cw.jI t,C-Ph'rR1lr�,t 72J 531-3111 FAX • SFAj E it FOR U RAE.; ter=- - _� .