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HomeMy WebLinkAbout15-16782 CITY OF ZEPHYRHILLS � s 53�35-8TH STREEf' �sis)�so-oo20 1678 BUILDING PERMIT PERMIT INFORMATION - LOCATION INFORMATION - Permit Number: 16782 Address: 39851 COG HILL LP LT 113 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s):113 Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 2426-21-0000-00100-0090 Improv. Cost: 13,500.00 - OWNER INFORMATION " "- Date Issued: 12/01/2015 Name: NHC-FL115 LLC Total Fees: , 157.50 Address: 39851 COG HILL LP Amount Paid: 157.50 ZEPHYRHILLS, FL 33542 Date Paid: 12/01/2015 Phone: 813-783-7518 Work Desc: INSTALL SHED 9 X 13 & 13 X 28 SCRN ROOM CONTRACTOR S � APPLICATION FEES S N ATE ALUMI N I C BUILDING FEE 157.50 O � �� \ � �� ��� . V � - Ins ections Re uired " '' F OTER 2ND ROUG PLUMB M INSULATION EILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. �— - NTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER �� 813-780-Q024 City of ZephyrhiNs Permit Applic�iiort �aX-s�a-7aaooa� Bu!lding Department , Date Reaelved �( ' _ i Phone Contact far Permtttin Owner's Name � u�-4-� Owner Phone Number ---�- Owner's Address Owrner Phone Number � � � Fee Sfmple TI21aholder Mame � � Qwner Phone Nnmber � � Fee Slmpie Titlehoider Address JOB ADDRESS � � �l J � 0 LOT# [___� SUBDIVISION �� � PARCEL ID# (OBTAINED FRdM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT [� S1GN Q [� DEMOLiSH � INSTAL.L 8 REPAIR PROPOSED USE Q SFE2 � COMM' �� OTtiER TYPE OF GONSTRUGTlON Q BIOCtC " Q FRAME � STEE� Q DESCRIPTION QF WORK �� xL �3�..(U�'� �`�D J �� BUILQING SI2E ��! �.SQ FOOTAGE C� HEIGHT ��� �B�t�'di��"" - $ �`��D� VALUATION'OF TOTAL CONSTRUCTION [�EI.ECTRICAI. �� AMP SER1lfCE Q PFtOGRESS ENERGY C] W.R.E.C. OP�UMBING r>� ����� � J� QMECHANICAI. $ '— YAWATION OF MECNANlCAE.INSTA�IATiON 1,,.;J ����f � QGAS Q ROOFlNG Q SPEGlAITY � OTHER � ���� FIIIISHEQ FLOOR ELEYATIONS ��� FLOQD ZQNE AREA QYES NO /� �U� � '�"���.��-�.�- �S�, �U = �Ut�DE� ,�'��'�._' oMQ�ar�nr 'Sul� 3�'�-6. p,lS�� s� SIGNATURE ttEGis7��d Y i N FEE GtlRREA Y!N Address Lfcense# � i� EIECTRICIAN COMPANY SIGNATURE ' REGIS7ERED Y I N FEf CURRER Y I N ,0.ddress License# �—��i��� , PIUMBER �..— " ..—� CQMpANY I SIGNATURE ( REGISTfiRED Y i N FEE CURREF Y J N Address License# � � MECHANlGp! COMPANY SIGNATURE REGlSTERED Y! N FEE cURREE Y I N Address License# � � C?THER s-_� CQMPAHY SIGNATURE ,_,, , REGIs7El�b Y/ N , FEE CURREt� Y!N Address Llcense# ��i�i'� RESIDENTlAL Attach(2}FIot.Plans;(2)sets of=Bii!!iling"Plans;(1)set of Energy�Porms;R-0-W Permit tor new constructian, Minimum's ten:(10)working days after,submittal date. Requfred onstte,Construc6on Plans;Stonnwater'Plans w!SUt Fence lnstalled, Sanitary Faciiitles_8�:1,dumpster Site,Wark�Rertnit far subdivislons/large projects ` COMMERCI�l. Attach(3)oarraplete`sets of Bu!!iling'Pians pius a Life Safety Page;{i}set of Energy Fam�s.R-O-W Parmit far new canstnaefion. ._ Minimum ten(10)working days after submittal date.,Required onstte,Constructlon Plans,Stonr►water Plans w!Silt Fence instalted, Sanitary Facilities 81 dumpster.Site Wark Perrnit far ail new projecfs.All cammerclal requirements must meet compliance SIGM PERMlT Rtiacti(2)sets vf Enginesred,Pi'ans.�; � - � '""PROPERIY SURVEY required for ai!NEW canstruation. D}recttons: F(II out appflca8on completely. Qwner&Contractor sign baak of applfcatlon,naNarized 1f over$2500,a Natice of Commencement is required. (A!C uqgrades over 3T50Qj '* Agent(far ti�e oontractor)or Power of Attamey(far�the awner)woutd ba someone with notarized le#ter from owner authorizing same aVER THE GOt1NTER PERMITftNG (Front of Appiicetion Only} Reroofs if shingles Sewsrs Servtce Upgrades A!G Fences(PlotlSunreylFootage} Driveways-Not over Counter if on public roadways..needs ROW � ' . NOTiCE OF DEED RESTRICTIONS: The undersigned under�tands��.th�t,this,permit.maybe:subJect.to"deedp r�stricttons" ; which may be�more-r.est�ictive-th�n County�regulatlons:�The undersigned�assumes�responsitiility'for_compliance witFi any applicable deed restrictions. . - _ � - ,� -� _ '� � � ` .' • � = � " UNLICENSED CONTRACTORS AND CONTIZACTOR 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 ts not I(censed as�requlred'by law, both the owner and contractor��may be-�cited-for-a�-misdemeanor violatton under state law. If the owner or Intended,contr.actor are,juncertaln as to what Iicensing.requiremenfs may>apply��for�the intended work, they are advised to contact the Pasco County Building�Inspection Dlvision-Licensing{8ectton at 727-847- 8009. Furthermore, (f the owner has hi�ed a cont�actor�o� contractors� he is advised to have the contractor(s)_ sign portions of the "contractor Block" of this appllcatian for whtch they will be .[esponsible. If you,-as.#he owne�sign�as the contractor, that tnay be an indication that°he�is-not.properly licensed and�is not entitled to permitting privlleges In Pasco County. • .. . .,,.. . � �. , TRANSPORTATION..IMPACTIUTILITIES rMPAC7 A(�b RESOURCE RECOVERY�FEE3:��The undersigned understands that Transportation Impact Fees and.Reco.urse Recove.ry.Fees may�<apply�to:tF�e.construction of new buildings,�change of ' use in existing buildings, or�:expans(on--_of.-ezisti�i�'�buildings, as speclfied.(n Pasco County Ordinance number 89-07 and 90-07, as amended...The undersigned also.understands, thait:�such fees,-�as��rnay be�.due;:wfll be identified at the�time of ' permitting. It Is furtlier understood that Transportatfon Impacf Fees and Resource Recovery�Fees.must be paid prlor to receiving a "certificate,.of occupancy" or flnal power�release. :if�the project:,does not Involve:a::certiflcafe of occupancy or final power release;the fees mu�t be paid prlor to permit issuance. Ft�tthermore;�if Pasco.County�lNater/Sewer�lmpact _ fees are due, they�must be�paid prlor to permit-Issuance-in accordance with appilcable.Pasco County ortlinances. CONSTRUCTION LIEN-LAW(Chapter 713� Florlda§tatutes,as amended);��;If valuation of work:is$2,500.00 or more, I certify that I, the _appltcant,_ have-been provided with a copy- of the "Florida�Construction tien..Law=Homeowner's Protection Guide" prepared by the Flortda Departmenf of Agric.ulture and Consumer Affairs.- If the applicant (s someone other than the"owner", I certffy that l have�obtained�a copy.of.the:above.described docu�ent°and.promise in,good;faith to deliver It to the°owner."prior.��to�commencement: ' � , CONTRACTOR'SIOWNER'S AFFIDAVIT: I ce'rtify.that all.the�Inf.ormatlon.in;this appllcation"is�accurate and that all work will�be done in compliance with all applicable lawrs regulating construction, zoning and��land development. Application Is hereby made to obtain..a permit.to do. work..,and installatlon as indtcafed:-• I certifjr that no work�or Installatton has commenced pr(or to Issuance of�a permiC and that.all work will be performed to meet standards of all laws regulaling- construction, County and City codes,� zoning'.regulations, and land development tegulatlons-in the jurisdictfon. ( also certlfy that I understand that the regulati�ns 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_.corrlpliance: Such agencies include but�are.not limited to: - Department of Envlronmental'Protection=Cypress.Bayheads; Wetland Areas and Environmentally Sensittve Lands,Water/Wastewater Treatment. �_ - Southwest Florida Water Management .I�istrict Wells, Cypress.� Bay.heads; Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalis, Docks, Navtgable Waterways. - Department of Health & Rehablfltative Serv(ces/Environmenfal Health Unit Wells� Wastev�rater�Treatment, _ Septic Tanks. " � . - US Erni�onmental�Protectfon Agency-Asbestos abatement. ,, , n�, , _ _ _ Federal Aviativn:Aulhority-Runways. - � I understand that the following restric8ons apply to the use of flll: - Use of fill is nof allowed in Flood Zone"V"unless expressly permitted. - If the fill material�is to be used:�In_ Flood Zone "A�, ft. Is understood that�a drainage plan addressing a °compensating volume" will be submitted at time of permitting which is prepared by a professional engfneer Iicensed by�he�State�of-,Florida: . - If ihe fill material_is to :be_used in Flood �one °A° in�connectlon�with��a permitted building using stem wall ' construction, i cenify that f�ll�:wlll:b.e used only.to.flll the area wtthin�the stem•wall. - if flll materlal is to be-used in any area, I �certify that use of such flll will not adversely affect adJacent properties. If use of flll is found to adversely:�ffect adJaeent properties,.the owner may be'cited for violating � the conditions of the"building,permit issued�under the.attached,�permit applicatbn, for•lots less than one (1) acre which are elevated�by tlil, 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 condittons set forth in thls affidavit�prior to commencing const�uctlon: "�1"understand that,a�;separate permit may be requtred for elecMcal work, plumbing, signs, wells, pools; afr conditioning, .gas, or other Install�tions not.spec�ically Included-in.the application. A permit issued shall be construed�to be�a Iicense to proceed with the work and not as.authortty to.violate, cancel, alter, or set aside any provlsions of the technical cod�s; nor shall issuance�of a.permit.prevent the Bulldirig O#�icial from thereafter requiring a conection af errors in.plans; construction or vlolations of any codes. Every permit issued shall become invalid unless the work auihorized.by such permit�ls-commenced•within sfx months of pennit lssuance� or if work authorized by the permit is suspended or.abar�doned for a:period of-six(8)montF�s.after the time_the�work is commenced. An extension may be requested, tn wrlting, ftom the Building.Official for a period�not to exceed ninety(90) days and will demonstrate justifiabie cause for.the extension�. If work ceases:for ninety(90)cons.ecutive:days;..the)ob�is considered abandoned. WARIVIPIG TO OWNER: YOUR.FAILURE�TQ.,REC.OI2D A.NOTIGE OF•COMMENCEMEf�T NtAY RESUlT IN YOUR PAYING TWICE FOR IMPROVEMENTS�TO.YOUR.PR�OPERTY: IF�YO.UrINTEND'TD OB7'AIN�FIrFANC1IVG;'CONSULT WITH YOUR END O AN°�1TTORNEY�� FORE`�RECOR�� f��`OUR' R�'�=— -- - ---!�"- FLORIDA.JURA�(F.S.-'!17.03) � - " ' OWNER OR A(3EN7 - Subscribed and swom to(or aflirmed)before me this (of aflirmed)�befot+e me'tFiis by Who is/are personally knovm to.me or hasRiave prgduced Who Islare personallyknown•to me or heslhaveproduced • as IdenBflcatlon. as IdenBflcaOon. Notery Public . Notary Public Commisslon No:' Commission.No. Name ot Notary typed,printed or stamped Neme of Nolary typed,printed or stamped City of Zephyrhills BUILDIIVG PLAN REVIEW COMMENTS � • ' - Contractor/Homeowner: - U�/� Date Received: _�� �2�—�S � Site: l C1.71 �� yl Permit Type: � ��l� �� /�?��� Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. � �' "" - : , �ri .,� ; � Bill Bur � `' din Official Date Contractor andlor Homeowner (Required when comments aze present) � � � i �;������� Page No. of Pages u SUN STATE ALUMINUM, INC. 6154 Fort King Rd; ZEPHYRHILLS, FL 33542 (813) 788-7308 SUBMITfED TO �� � PHONE STflEET � ��, ���� � JOB NAME ��� c �� c� �,� 1 � - CITY,STATE ZIP CODE JOB LOCATION � . ¢ � � � �\ ARCH�TECT DA7E OF PLANS ° JOB PHONE e h reby submit speciflcations and estimates , . ... . .... ..._._......_$... } � � . • . C� ......... ._�._�C.. .1...._.�.�_...._....._...t a ... ._. ' _. . .� ,�........._._. ..���`..< .__..�.�..�.�.,�. . ... ...._. ._._._. ._._. ._._._._._..�. ��.� ... ... ... .. ._. I ...:..���-�.._ .....:_. ... . . � �.__�.� ..._._._.-�. ... ..._.... ::�� ._.... � .. .. ... ... ......_ ._.._. ... ..._. ... . _��.�.. . . ._....._c�...�... �.�......_.._..._-�.�... ......�.�-�.�,:.,� ..._._����.. ... ._. �� � � .. ... ..... ... ... _._. ........ .... ..... ....... �-��...... .....� x... �� ...�.._�:��.... ......... ._.... _.. ...� ����.�,., ...... _. ... � .... i , � �� . ... ..__. . ........._.__... ... � .��.�.-�.. . ._. .�`�-..._�-�.....��....... .�/... �... ...���..C. .�. ... .... ....._._ ... ... .. . ... ...... ...... , ._._._. . . ��,c ._ ._. ..... . L.-i.... .... ._.._. � �_._ ' ..........._. ... ... ._. ... ._. ...... ..........._.... . ._.... ... ... ... ...... ....... ...... : ..... ..��c�n...�:5. ... ... ..._.. ._. ........ . ...... ..... _ . ... ... ... ._._.......... ...... ._....__._..... ... ' .. � ..��......�..�..-�.'�..�- � . , ...... �.�--�(.__� ... C�x,,»���.�, � . . .. ._. ............. ...... .. _... ...._. .......... ._._. ...._ ._....... �—, . .. ... ... _._. ... � ...:\... -�:�_�.. _���-,... ... .... � �, �� ..�:�.�..-�.�. ._.���.��.�.�. ._.._ ...._. _. ._. ... ... ....... ._._......__... ... ... ..._._.._............ ....... .. �.. ...._... ' . ... ... ... ._. .����... ��... � ►._�� .. .._..._. ... . , . ... ... ...._. ..... .. . . tTACt aterial — ete in accordance with above specifications,for the sum of: `� �0. �'� dollars($ 1��� Payment to be made as follows: z ). All unpaid balances subject to 1.5%monthiy interest fee. All material is guaranteed to be as specified.All work to be completed in a worlmianlike manner aocarding to standard practices.My afteration or deviation from above specifications tho' _ involving extra�osts will be executed only upon written orders,and will become an exd�a charge over and above the estimate. All agreements contingant upon strikes, accidents or delays beyond our conhol.Owner to carry fire,tomado and other necessary insurance. Note:This propoSal may be Our,nrorkers are fulry covered by virorkman's compensation Insurance. withdrawn by us if not accepted within days. �ICCP-�t��CQ Of �DT�L�CACL—The above prices,specifications and conditions are satisfactory and are hereby accepted. You are authorized Signature to do the work as spec�ed. Payment wili be made as outlined above. Date of Acceptance: Signature '`•+s/ - MLUII r L:;,!an"Nu �"`°��•.•., �Tt2�C7 *4$ X lf2' CORROSION RESISTANT EXISTING' ALL PURPOSE SCREV \ ` N& A #8 X 1/2' CORROSION RESISTANT ROOF \, T ZE H ALL PURPOSE SCREW sx,W7H SJLW WE9 T4 WAL4 ALUM FLASHING W LLL .. *AMY ® OMPOSITE PANEL$ PPRDX ;• t23 31W BOLTS NUTS.WAS RS X20 111°3DEFt DRIP-EDGE' ' t3)3!W_ .TS.MT WASHERS • :.t97 r TS HU vA H_ 0 T.BST ti3 3#B'.64X.TS HUTS WSHRS lt`...... ZW < :..M r TS-.NUT to H" -S O a0 • t4?31g" R&TS.T4UTS.WASHERS 7 $5 W N -.43 r - T T WA 43 R e T `___ ® to E ' X2' (4)3r8' BIX.TS NUTS WA HERS R ATTACHE PANEL TO HEADER WJ Lial '•'` • — LU L 3✓B' TS }CUTS. WASH ITS 'At 3/4R< tauTs vASHeRs 43} #ID SMS PER PANEL, BDTTO�4 0 ' aex Ts s 'JA8HtBS CI} #ID PER PANEL, TOP t 4TEe OTt .R 8 .T STPCS N18 0UARTlT1t:S HAY AL t4SEH PERC T HPz SITE PAW L FASTEt ED T C TO HEADER CHANNEL W/ Z U (— #40X3/4' WASHER/ SEAL HD FASTEN RECEIVING CHANNEL HEADER 113I £rs SC1 EWS 2' G,C AT O AND BOTTOM Ly- WITH 1/4' x 2` TAPCiIA1S 24 A.C-1IAK FASTEN RECE' 'IN, CHANNEL TO H0 T' to o E t2I RB JS STAGGERED WITH 1/4'x2' LAG SCREWS OR (/1 4112 X 2', 12' D.C. (22 ROWS STAGGERED 0 STRIP SEALANT BETWEEN FACIA & REC CHANNEL m CEI8ITRACTCR 113 VERIFY CORDITIUW OF HOST STRUCTURE Q J°o PANEL ROOF CONNECTION TO HOST WALL COMPOSITE PANEL >>- Z ROOF CONNECTION TO FASCI. o Imo wZN 3'x4' COMPOSITE ROOF PANELS FL 2291 OR EQUTV:, El—U) FASTEN WI 1/ " X4 1/2" CORROSION RESISTANT PETAL SCREW rX3' ALUM. &PI3STS W11 '1/2' 3IA FENDER WASHER (5) PER PANEL @ ALL BEAMS « THRU BOLTS PREDRILL VERI FLNtES 11 GA INTERNAL ALUI 19IJH RAS€ - 2 PSI COJ�TE 2' ' 3618 .t (6) 1/4' CONCRETE SCREW (EXTERNAL> BR CONNECTION W/ cN3 SIZE PER SITE >• (4) 1/4' CONCRETE SCREW (INTERNAL) THRU BOLTS, WASHERS $ NUTS SPECIFIC DRAWING RAWL TAPPER OR EQUIVALENT PER TABLE AB€IVE MIN. > EMBEDMENT. CORROSION RESISTANT ALUH1NUM COLUMN LOCATED PER P1 A1 . POST TO CONCRETE CONNECTION o ROOF, POST &' BEAM CONNECTION DETAIL NOTE: NO FOOTER P Q'D FOR SCREEN ROOMS, SCREEN ENCLOSURES, PATIOS OR CARPORTS LESS THAN 500 SQ. FT. PIER FOOTERS WILL BE REQUIRED FOR COLUMN UPLIFTS GREATER THAN 1000 LBS. Z AS a s R 08-11 DETAIL SHEET AUG 11,'15 NT5 FOR ATTACHED, 4TH WALL OR FR'EESTANDING.,, it ATTACHMENT 09 NEXT MONO-SLOPED OR GABLED ROOFS O4 PAN OTC SUPPORT RE COMPOSITE PANEL SPANS j MINIMUM POST 'TO BEAM SIZE: 0 LOAD BE D ED LOAD BEAM SPAN LOAD BEAM SPAN AM SPAN BEAM SPAN tLATH ., WIBT#I WDTH co 1 IITM e'_K8 X9`9 REQUIRE 3X 3X.093 MIN. POST 4! tc►'— " tO 4' I3'—Q' 1a'-6` y 4' t6°— " 2X13 'REQUIRES 4X4X. 5 POST 00 � � U N t MAXIMUM HEIGHT ALLOWED PER POST �•d w 6' l'-r jr 31`-4 12'-x' 6' 13.0 ....: 13°-'p' MAX- --- PER ROOF AREA IN SQ. FT. (4) o 3'xI2'x1132' ALUM PANS . t X3X.OO 3X3%093 8X3 X,525 4X4It.125 CD * 7' 70'-93' 7' 11'-0' tai 7* 12,-O` r 15'-8= MAX x I E7 kPS€0 7* B-6 tt 3"x12'xe6 GA GALV. STEEL PANS 7' ', 05i�i soon eaalb 1415$1 z 6 9'-6' 8 10'-S' B t1'--S' 13'-6• 3' 4•x.GB4 COMPOSITE PANELS x ` 5 -6' I $' '-0' t s ID O' 9' 11'-0` ° 15- " 22Sdt 345Ib n2n (� ui 0 X,.632 COMPOSITE PANELS I� ti o T0' 7'—O 10* g—S ID' 9' "' _ 10' 10+)g !-6* I6 0 ® LLi « 4'x4'x.024' C014POSITE'PAAIELS }364 115;41 2384}[ 575 0 0 Z 1I' 6'-6 11' 8'-0' ('I I1' 1�'»,D' 11' 1De�. 17'-3* w Aft 4'x.4 .032' COMPOSITE PANELS u_ + Ila$ +DID 595ib 4651 q1 a QQ F m 12' 6ft` C12 12` 7' 6 12" 8' 6' 12� 4'"F,` 16'-C` 9*1$ 1,8111 378 t� J MIN. SLOPE FOR PANS = 1/2" PER I�f w Q F V 1[IN. SLOPE FOR PANELS 1/4" PER FT. SEE DIAGRAM BELOW FD ROOF AREA CLF ® wz� MAX, SLOPE FOR BOTH' = 3:" PER FT. QO 0 LOAD BEAM SPAN W LOAD BEAM SPAN LOAD SL A1s SPAN It? LOAD REAM SPANATTRIBUTABLE 00 VADTH I,- WIDTH ._:WIDTH !O L A'iH ROOF AREA PER POST - DIAGRAM C6 4' 2I3'_6, 4' 2 '-D' tCr 4. 24"-6' * 2$'ffi6' ,,,, LOAD WIDTH , BEAM SPAN ' • DIAGRAM H II 5 zT'--F,+' s' 2s'-C}"._- S. 26,1 . 6' 18`-0` 6. 20'-V ,6, 21`-6' 6'. ,-D, HOST 7' 17'-0'` M 7' 1B'-8' E 7' 20'-6' 7` 24'-O' g 1y 7e-Dr —. J 6' 16'-6` 17'-6' 19'-15" &' 22=-E1• -SRAh1 ...._., hCI'f'MTER REQUIRED �.., �,.-.. I 1 PER EXISTING SLAB POSTS PER T` 9' 16`_D* S 17' O' 9' 19'—{3 9' CENTER BEAR ! CHART ABOVE I NOTE IRIS PACE +- c� 1F R1301 AREA'IS LESS CT 1" 1 LOAD WIDTH = 1a' r— I. I I to I caca THAN 75 30,FT. ID' 13'-D" IV 16'--0' 10' 18`-L1' ` t0 21`-0" # SRA1t 'I' ' Cly It' 14`_6" 11 15'-6' It' 17'-6 ' 20'-S' u CQ 12'' 14Lq* 12' 14'-6' 12' 17' 0'. t13 12'- 2o"-fl" I T I g n t EDGE BEAR 1 FOR EXPOSURE .=C" MULTIPLY ALL SPANS OR HEIGHTS BY .85 t u EXISTINGR Z o w 8-t3" EXISTING SLABS SHALL. BE IN GIIIIII CEINDITION, 4' NOMINAL 1' 0.11, THICKNESS, AND SAME AREA AS ROOF, LESS OVERHANG, HIM. THEN, °" .. •• o m NO FOOTER IS REQUIRED ON LEVEL GROUND AS LING AS EACIk POST z a HAS NO MORE THAN 110 50. FT. OF ATTRIBUTABLE ROOF AREA. F SEE ROOF AREA DIAGRAM THIS PAGE PLAN VIEW - EXAMPLE FOR EXISTING SLABS WITHOUT SE `ICIENT FOUNDATION CONCRETE FOOTINGS OR AUGER ANCHORS MAY BE AIDIIED VITH A Vosd SPEEDS NOMINAL SPEEDS = 0.78 X'Vult PER FBC 2010, PLAN VIEW .- EXAMPLE SITE SPECIFIC DRAWING AN!) ATTACHED ENGINEERING DETAIL. PAGE. E0N 16-32, 1609.3.1 WIND) SPEED CONVERSION _` o Vult WIND SPEEDS ARE PER FRC TABLE 1609-C, RISK CATEGORY I. O 140 MPH uLt X .78 s 10.20 MPHasd — USE CHART VALUE 110asd 08-11 AUG 11, DETAIL SHEET '15 NT& ea x Ire"CORROSION RESISTANT INSTALUI fLADi1NG \\ T ALL PipI11}$E SCREW IHStALLE1I li#iIKER IlRIP eOG£ IIR b' 3' GtIHSITC ALUM PANEL OR ALUM FLASHING TYPICAL PAN ROOF CONNECTIONS SEAL WITH CAULK , UNDER FIRST RIIv sIIIRGies 3"XI2' ALUM PAN ROOF INSTALLED UNDER DRIP EDGE - XT sTg1SC FIRSfi RE161 QF SHINGLES IP POSIte PRtiELS i1R AND I2' OVER RISER PAN TI_ ° O a ALUM,FLASHING LI I PAN SZ00r ; SI T E Ram CEIMI', PANEL ROOF y p8 X 1/2' CORROSION RES1S4lnRF7 w' S rtr ewrss B8 X 112' COkROSIUN RESISTANT -: ""�" FASTEN TOBED V. HATE' so ENAS or PANS ALL PURPOSE 5CR£W I2' D.C S OF PANEL FINISHED yr ALL SE SCREW t6` OrG r»=�a (5) #IOU r4' VASHERI R HOST ATTACHMENT COMPOSITE PANELS fIVEIilO CHANNEL FhsTEH yr SEAL HD TECH 3CREWSe BOTH ENDS FASTEN TO`HOST STRUCTURE (' OR RISER PAN R1IOF Ox3rw° TEKS a 9`O.G. z`s Vr 1r4'x 3'LAOS (3)PER PAN — DETAIL MISER' PAN FASTENING STENING DETAIL W M WITH FASTENR4 CSIVING CHANNELTO E HOST X2` y, *✓ '--_" X TING w ix s LAO SCREVS TAPCONS, I2. O.C. (2) ROWS STAGGERED ROD FASTEN RECEIVING CNANNE��„ TO HOST vs WITH Wl4'x2' LAG SCREWS FOR I/4'X2' FASTEN ROOF TEI REC,/MEADCR FASTEN ROOF TO 'RECIHEADER ADDITION TAPCONS, I2' 4 .(2) ROILS STAGGERED CHANNEL W✓ #Ipx3/4= TEKS @ S FASTEN REC CHAT NEL/HLUER CHANNEL. W/ #I0x3/4' TEKS 8 yJ[p J EXISTi TG Z FASTEN ROOF TO RE /HEADER 12' D.C. I ROW, BOTTOM TO HOST P.T. 4 FIN FACIA Wi I@' D.C. I ROW, T13P AND BOTTOM #Tloxel STNS CHANNEL W/ #}Qx3/4' TEKS R i ALUM. COLUMNS 12= D.C. I ROW, TOP AND BOTTOM #I12x S 1S O LAG SCREWS $° O.C. ~ @ l2 D.C.IIAX C1 ROWS STAFSGE IJ OR CORNERS ILA ALTERNATE TAIL 2 FASTEN PANS OR COMP. PANELS TB 3LTER c aY w o EAIAa w z POST '{ 1x2 OPEN BACK; BASE RAIL �. —Jo CHANNEL z REy TYPICAL SIDE ELEVATION FASTEN W/423 _ _ - EDGE BEAM; U) j' LOT Q w 19IOx3X4' TEKS f NN CTIt N €c ara �iVEDMENT PER I— Vx2• HOLLOW (2)IIII1x314' TEKS F+IRT TYPICAL, R ALUM. KAN - • 11 11 2•xH' a lx2 BOAST BACK m FASTEN W/CONCEALEII II I1 PER PLAIN o�„' N HIM CisIflxl' 2'Xif'AI I#F4 SEAN 1"x1'xE+' ANGLE' • II lI r HIM (4) HEADED scaFV3 size PER SPECIFIC FAST AI �° Is �, IIPTIQNALx FASTEN ? lI2'X.I 5 ANGLE CORROSION RESIST DESIGN REQUIREMENTS II qxt 4` KS P- RECEIt ING CHANNEL /Q> III x3/9' TEKS IN SCREW BOSSES I I3lNECTIt1Ai FI4JASTENED TO EDGE BEAM I,+r EACH FLANGE I3#I c}—If2 SMsa E1RRIISIBN RESISTANT' SCREW TH ASIlBEA SAME CORROSION RESISTANT 42) #IEX3F4' SKIS R 24' D.C. WIDTH AS BEAM TYPICAL CONCEALED CONNECTION TYPICAL EXPOSED CONNECTION WASHERS=NUTS- TrPiGAt 2'xH'SCREEN GIRT/PURLIN TO BEAM EACH FLANGE OR PAST TOP DR BOTTOM ALUI4 C€3LUMN OPTIONAL Ix2 OPEN BACK BASE RAIL INTERNAL SCREW METHOD ) ` LOT T EITHER CONNECTION FOR PURI INS/EiIRTS1 £CIRI MARY HORIZONTAL MEMBERS NOTES (1) SCREW PER INCH OF REC. CHANNEL DRANGLE' x 3' EMBEI1 ti'PER FLANGE x2'XIlB' AWA-E 3'x4' COMPOSITE PANEL FL 2293 OR Ef3UIV. CAULK BETWEEN FRAME #I4x3/4' SMS ROOF FASTEN Vr 4L2x4 Ir2' MEMBER AND HEIST STRUCTURE Ix2 OPEN BACK 8' O.C. AT ENDS AND RAKES ATTACH TO HOST STRUCTURE GE BAIL 2'xH' GIRT FL 2291 OR EI1UAV.4 WITH 4IOx3' LAG SCREWS O€.' t2'at3' RISER PAN ROOF AT HEIGHT 'Y' AS DESIRED FASTEN WI (5) AIOx3r4' WASHER/ I/4' x 2-1/4' TAPCIINS, 24' D.C. FOR KICK PH�I6'-29'3 SEA1 IN) TECH SCREWS2 Sates ENDS 6' F€1EIM TOP AND BOTT d OR FOR CHA AlR AIL (H=36') 8 5 Eit,AT RAKE EDGES ` 2)#IOx3/4'SMS WHEN KICK PLATE IS TO BE INSTALLEV FASTER .ti22' ALUM. 'KICK PLAT£' ___ . SEE 41'/ BIO TEKS @8' D.C. MAX. CONNECT ON NUTE= (2) I' TAPCONS MAY BE USED IN PLACE or DETAILS (1) LOT ON ANGLE FLANGES I'x1i' • O��DI)IN SI2ES PER ^ 6 ALUM BASE RAIL x BEAN ROOF - Ia�€O SI7E sPECIFIC PLAN FASTEN W/ 1/4' ILIA HEIGHT IBSIPROVIDES WRHQO4i x 3' LONG TAPCONS S. 8.8 PSF 423tS1I1€ IiIN R 24' D.C. MAX 'a' s.B I�SF -�- -- CORROSION RESISTANT 2'xH= ALUM. COLUMN / a i0 SI) LOT OR gxEACH SIDE ) NIG S►iS WHEN PAVERS ARE USED' i2) TAPCIINS EACH CORROSION RESISTANT(2) ° > TAPCON FASTERS SHALL PASS GRAVE' PER FLANG€ 'XH' BASE PLATE Z THRU PAVERS TO PROVIDE • FI1R FACIE�0 1 1/2' EMBEDMENT INTO EXIST, FRONT I LEYATI4II+T V. TO FLOfl P o CONCRETE SLAB LEPARH Ke SITE Sf'cti'Aic a x T s r EI 'I3ISTAN %c2 .SIGNER AND SEALED SITE: SPECIFIC DRA4CIIdG "- - • H NOTE: NO FOOTER REED EXCEPT 'WHEN ADDRESSING ERROSION, WILL PROVIDE ALUMINUM EXTRUSION STIES, 4' NOMINAL 90 PSI SLAB W/O FOOTER MAY E USED ON LEVEL (ROUND UP TB AND TYPE OF ROOF �• CUNC. SLAB o SLOPES OF l�/l2" & UNDER 16' PROJECTION FROM HOST. =s '' 1/4' TAPCUNS x ' MAY ALSO HAVE ACRYLIC DR VINYL 'BLOW our CORROSION RESISTANT -J 4'.fi1AX O;C,—'- NE SLABS TO HAVE iE EITHER 6, x6 •-#IO/'IOWW OR FIBERMESH 2' HIM IMBEIIMENT SEE CONCRETE PAGE FOR FOOTER OPTIONS WINDOWS THAT SHALL BE REMOVED WHEN WIND SPEED TYPICAL IS EXPECTED TO EXCEED MPH, 3 SEC GUST o - z� 08-I 1 DETAIL SHEET AUG 11,15 NTS ENGINEER'S NOTES. - SPAN TABLES ARE FOR SCREEN WALLS SUPPORTING SOLID ROOFS � II NOTE, ASD SPEEDS NOMINAL SPEEDS = 0.78 X Vult PER PHC 201O EQN 16-32 1609.3.1 WIND SPEED CONVERSION �. TABLE VALUES ARE FOR 140 ULT, 3 SEC GUST, WITH ASD APPLIED DESIGN LOADS Vult wind speeds are per FBC TABLE 1609—C RISK CATEGORY I - RISK CATEGORY = I EXPOSURE CATEGORY = ■C TABLE VALUES ARE FOR ALUMINUM 6005 T-5 FACTORS AFFECTING SPANS AS FOLLOWS, TENSILE STRENGTH =37,700 PSI SHEAR STRENGTH = 29,700 PSI (7 YIELD STRENGTH = 34,800 PSI E = 10.000,000 PSI WNOTE: ALL VALUES BASED ON 18114 MESH SCREEN N FATIGUE STRENGTH =14,500 PSI ELONGATION AT BREAK = 8% FOR 20120 MESH SCREENS MULTIPLY SPANS BY 0.88 LU ALLOWABLE SPANS for EDGE BEAMS supporUng SOLID ROOFS ALLOWABLE POST HEIGHTS In SCREEN WALLS supperUng SOLID RLIoiS ROOF SPANS 14 PSF Z MAXIMUM SPAN PINE EXTRUSION POrTS CA YINO LATERAL DEB16H PRESSURE 8,8 REP POST 1WSION iBIIT'ARY LOAD = SINGLE SPAN OF ROOF + OVERHANG DIVIDED BY 2 �ZQ <Bon5 15 22 PS?UPLIFT ON SOMS:ROOF PANELS �-� 8006 Z'S SE PSSP UPLIFT OH soub 11003' PANELS 1f° POST SPACING Cl)Z'-O" W 2 6061 T6 POSTS CARRYING LATERAL SCREEN PRESSURE 8 SPACING -*•' i'-11" .8 PSF 4'-E" b`-6" `- •- 3'x18'x.O32' ALUM PANS i3'-0' N a o . 80" d'^'4" 7*_v" 9B` III`-t1'° TROT. LOAD -I- 5'-0' 6'—O" 7"O" 8'-0" 8'-O" L0"—O" II'-O" 12'-O" P, o €r•KLLOV r-2 6•-9 6••g,- -;;:-• •S 3x12'x.26 GA GALV. STEEL PANS IS'-g• ®0 i 5'-U' •-4• 3"-7• 5'-a• 22x0.046' HOLLOV 4'-9' 4'-4' 3'-;1' 3'-9' -6 2'-4" 3'-B' 3'-0 ssc�c 'Nia36ti :r-0° W-Ir a'•5 8'-3' - 7'-!A' 7"8' 7-6• ' '-2' 3'x4'xM24' COMPOSITE PANELS 13'G' 3x2x0.OSG'-.HOLLOW 3Q%A070•KLEAV: 14"-76' 9'-1P 9'-6• L-3' 8`-8' "1 B'-Y -6• 0 6'-4' 5,-9, 5"-4- 1'-11' 4'-s• 4'"6- 4•-3• 1•-• 3'x4'x-032' COMPOSITE PANELS Is,_e• -CO� Ex1xOD94'1R3LL011 IS'r 10'-6' 4-n' 9'6' 9 ' o'-n' s-6' or 7'•14 C 'P 32S-O70' HOLLOW 7'-d0• 7'-2' 6'-7' S"-2' 5'IC' 5'-C' 5'-3' $•-I 4'rc4`x:O24` CE§�lPCISITE PANELS 16'-IJ' ax3r4:4S4'SNSP - !I'-d' U'-4- 1I-8' ID•-2' 9'-9' Se-A' 5r-4' S`-3' 8'-I• t!'"7 Q• f-w m eex3x0.D311' HOLLOW g'-S' 60' 5'-8' 5--S' 5'-2' 5'-0' 1S" A':5' A"x�t'X.O32 CLIM ITE PANELS I3'-3' 0.' o aat3a14A7#1'EtlA..Ot' 11'-9' W-4- 31'-0" -1Q'-w -a- -g• B'_9' cc 0 2x4x0,46O' HrLLOV 7'-3' 6•-8• 6'-E• 5'-9" 5'-5' S'-2 4"-X1' 4'-5' S$4 OS5C'+4718 Ux I2.-3' t!'-Ir u'-n' w-ir' 14'-T* W-E' 9'-it S-3 9-p <0 O 2x4x0-o - a"_fir i'-s' s'-io' 6^-s' s'-1' s'- 2xa,aa S+4w Is'-S' l'-a u'-5' 11'-L' Hr'-f •xr-L -ur 9r-s s-r SPANS ARE FOR INDUSTRY ax1.4n�s-sAAs 16 Aa•-e- 12'-3, 111-8' u'-• r 1040* W-a' 9- :s STANDARDS, CONTRACTOR MAY Ex5x0.05l1'SS18 9•-L' 8.3' 1'-9' ?'- ' 6'-i©• 6"-fi` • GODIBtA, BEAM ftr = wotLov its r cfa g 13P H aACK ax5sDAW HOLLOW 17P-4' IV"6' E•-Ir sr-s' n'. ' 10'-w w-5 1P- _,-71 USE MANUFACTURER'S SPEC'S 2xsw -SRI 2 1r-1- Ia•-6- ,�'-14 ur nye - W/ FLORIDA PRODUCT APPROVAL tics HT i IX2#I8 7'-6' 6'-Io• 6'-4' 5'-iI' -7' 5'-i 3.0` 4'-_0•` aws"04sa•Ste 1K-/1 ,rs-r s+ E As'-a- i;p x• r s2-r Ir.a= sA•r• AND MANUFACTURER'S ENGINEERING, 2X4 HT +_IX2 00 9'-2' 8•-4' 7'-9' 7'-3` 6-W 6'-6' 6--E' 3'-s1' Sr 7xG�5s SHR IV-H' 16.9 ss-11- '15 1• 14-61 13^-11' I3•-w 1Z'-11- 3 TO SUBSTITUTE FOi ABOVE 2X4 S14R + Ix! OR-': D'-3' 9'^S' 6'-'1i' 6'-S' Cr"cam` 5'-10' 5-y7- S'-i' ?,xBsp.07Yt'Pe 33'-r 31'-2'- E9`-7". S!"3' 27'O 2V-n' 2V-4 4'P' '2!"s•- - - 2S BP' s - 34 . s'-q- --j _ c',6 - al-n = -my-t0 INDUSTRY STANDARD SPANS, OR i?x10x4A92' SMB 4i'-�` i9'-l• -4' 11'-9' 1'4"-U' 37--2- 86'-D• .. PANEL THICKNESS, DENSITY, & "111372 13-16 As a-6 u'-10 11•-x- u • I11 s m-o- " Zr METAL: GAG NOT SHOWN. ALLOWABLE SPANS for CARRIES BEAMS, RIDGE.;S KID-SPAN BEAMS Aa-3 - •:;:;:- Ar Ira m 1016- �m-r POST EXTRUSION SUPPORTING SOLHI ROOFS sxs<a14s Ar-1" 16_s. As 11 u- 'ar 1 r a,-r cA-I4 sr:r SPAN IS LENGTH OF PANEL 1 S ZE Baas Ta ' 22 PSF UPU t ON SOW) ROOF PANELS ,r.xAtiies' x4'-c IT-W Ae•-4- 17.16 •-V 15-4- ET,aIEEN ATTACHMENT POINTS Bost T8 TRIBUTARY LOAD IVIDTR / BEAM SPACING HOST STRUCTURE, RIDGE, OR TRH.. LOAD B'-I1" 8'-.0" 10'-0" L2'-O" 24`-0" 1e-O" IB`-O" ?A'-O" 2 ',' MID-SPAN BEAK 2x4x0.046'Sb18 7•-e' 6'-I' 5-4- 4"14! 4'-S' 4•-p'' V-II' 3'-6' 3 S* MAXIMUM SPANS fo CHAIR RAUS & GIR'IS UNIT 8.8F MIN. SLOPE FOR ALUM. & STEEL [�] 26(6x0054 6118 V-Il' r-31. s- 6` 5'5 s-, s4 _ 4 4'S' RISER PANS = 1/E' : 1' RISE VRiIGAL SPA1rIN15 <'4' 4-4" 8'-n" 6'-B' 8'-C1" 6'-!. 7'-q* T \ Q 2xsx0.050' END 14'-1' x 2• 7• r 4' - 6-4 5'-a -4' -'' c!x2x046 HOLLOW 7' 4` r-x- 7-4' sr-r 6'-s s--x- w-'u- MIN. SLOPE FOR COMPOSITE 2x7x1L08'S--SM8 /� U'"g 9'-ri1^ 8'-4•... 8`.p'....... y. +, 6'-S®' 6.-6. 6.-1:.. S'-7iY -•- V w ,. H 2x2x,O5O HOLLOW - PAI(ELS IS 1/4- 1' F ISE a 2x33xIL472` SMH 26-4 17'-3 13'E' u-1" 11-4 w-r 11-5' 14-14 IC'3 2x4x,05O HOLLOW Y-14' r-14- 7'-14' r-14' 7'-14" 71..14• 7'-74• 2x9xC.o72' SMS es-s' se'-o• 19'-7` f7'-11' 16'-6' !s_,' W-V 131.9' 11 1 2x3x.O70 HOLLOW MAXIMUM SLOPE FOR BOTH w 2x14xoAL3c"". IS 3-' 3 1-' RISE. o :. 29`-11`` 113'70' E3•=1 2l•-1•. 1 »6'-: ..2«. . 17'-z' 16`-2' 1'k 5; -. ,...- t2- 2x9x0A72 S1113 35 21' 3r-3• 717^-11, PV-y Y3'-S' 22V-5' z'4'-8" 19'-T" ig'S' tB) ^!xlDS10.092' SNO 4P-0' 3•-9`'. 3Z"^iC .89•.11• 4T1--g• 23•-1p'. -SSs-«.q, g3,,i,. -4, z U n 08-11 DETAIL SHEET AUG11,'15 NT6 - lA�11� )U 1 W u�,L�7 r M � � IM I IS.0 L 1y,r..f..' •.a _—_—_�—, - - 3IN TNK. COMPOSITE ROOF SYSTEM 3IN TI-K. COMPOSITE ROOF SYSTEM SLOPE AWAY FROM NOME 1/4" PER FT 2x9 SME 2x9 SMB N ID In 2x3 HOLLOW 2x3 HOLLOW 2x3 HOLLOW O lJ.l 2x3 HOLLOW @ 45 DEG.TYP. @45 DEG.TYP. @45 DEG.TYP. @45 DEG.TYP. a SEE DETAIL THIS SHT. 3 @ SEE DETAIL THIS SHT. SEE DETAIL THIS SHT. SEE DETAIL THIS SHT. O O O 0 x (1 e x p_ x OPEN M X OPEN m X o X m = 11'-IjJ/2" 61 I1'-1�" @ 11'-11�" Eau, aIn o LL X x z Q � (L� U o U CL Wn 3" INTERNAL POST 3" INTERNAL POST 3" INTERNAL POST 3" INTERNAL POST g0 w W BASE CLIP EASE CLIP BASE CLIP BASE CLIP E rvl arm APPROVED PRODUCTS LIST PROPOSED CARPORT PRODUCT SUB STATE OF FLORIDA EXPIRATION LURA RESIDENCE CATEGORY CATEGORY MANUFACTURER APPROVAL DATE 39851 COG HILL LOOP ROOFING METAL STRUCTAL FL 15491.1 12 /31 / I ZEPHYRHILL FLORIDA ROOFING 5UILDING SYSTEMS NOTES: 1)ALL WORK MUST COMPLY WITH THE 5TH EDITION OF THE FBC(2014) 2)THIS PROJECTS MATERIAL HAS BEEN CALCULATED AS RISK CATEGORY 1,130MPH (3 SEC GUST),EXP"C"W/6005 T-5 ALUMINUM. REF. FBC TABLE 1609-C RISK CATEGORY 1. 3)CONTRACTOR TO FIELD VERIFY ALL T DIMENSIONS T YP Q e a 2"X 3"ANGLED BRACING 45' FASTENED TO 2"RECEIVING rYP. CHANNEL BRACKETS USING - #10x3/4"TEK SCREWS (1 PER INCH EACH SIDE TYP.) o N o uul 2"RECEIVING CHANNEL ^ x BRACKETS FASTENED TO 8 POST&HEADER USING r -' #10x3/4"TEK SCREWS (1 PER INCH TYP.) o � W I.. 08-11 AUG 11,'15 BRACE DETAIL ELEVATION PLAN N75 N75 _ _t W CD d` b N < O A I M o LLI_ � ®O o 2 O° m rn 'mob Z= 3 3 zQQ H� <I- ci Who 36'-f0 id 4.: j . 2X9 SMB • Co 81 I {w {w {W {w FOOTING DETAIL I _ L �_ NTS ,CSI X �x Lo -1x0 -4X `9 �l9 N 0Loo 3 OLo 3 OLo 3 Occoo 3 NEW CONC.SLAB FOR PROPOSED CARPORT pJ N s tg LURA RESIDENCE z 39851 COG HILL LOOP — _ ZEPHYRHILL FLORIDA p 4"THK MIN.3000 PSI CONC.SLAB REINFORCED W/6X6Xiono WWM ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED,COMPACTED CLEAN FILL,SMOOTH FINISH,SLOPING AWAY FROM HOME. 8"X 8"X CONTINUOUS CONC.FOOTING W/1-#5 0 CONT. 2X5 SMB FASTENED TO JACOBSON PARK MODEL (vj Q y a 1)1 ALL WORK MUST COMPLY WITH THE 5th PROPOSED CARPORT EDITION FBC(2014) LURA RESIDENCE I o w x 2)CONTRACTOR TO CONNECT NEW CONC. 39851 COG HILL LOOP z n SLAB TO EXIST.CONC.DRIVEWAY USING ZEPHYRHILL FLORIDA o N 61N STL.DOWELS.@ 361N O.C. NOTES: p 1)ALL WORK MUST COMPLY WITH THE 5TH EDITION OF THE FBC(2014) ( z a APPROVED PRODUCTS LIST 2)THIS PROJECTS MATERIAL HAS BEEN 0 CALCULATED AS RISK CATEGORY 1,130MPH (3 SEC GUST),EXP"C"W/6005 T-5 ALUMINUM. u M PRODUCT SUB MANUFA CTURER STATE OF FLORIDA EXP REF.FBC TABLE 1609-C RISK CATEGORY 1. IRATION CATEGORY CATEGORY APPROVAL " DATE a 3)CONTRACTOR TO FIELD VERIFY ALL ROOFING METAL 451 BUILDING FL 0010.1 05/12 /1'1L DIMENSIONS ROOFING PRODUCTS 08-11 PLAN VIEW AUG 11,X15 NTS REV'EW �l PANS EXgM �N1, R W N O A ca W FROFEr2TY LINE O SHALLCDA,IpLY f I- AILMG CODES F10R, I-- CODE,NATIONAL ELECTR DA EVjLD G' ui CITY z= i zQ W� rCC ~tea H (n CC NH 14 C-nG) cin V� � 1D°Jc�ny � = 0m I II p O °htn ��m zD �� m2 oA � Op o m m � -ni , mom � Z r = m O 7a I g I m m � Zcn Orm v O on � cn O - � p O r r co J D -n n D IZ m nrnc) 'i 20 --im -im m 2ØØr � oym m � OX OX m Z -iG1> 03 I it __,4# Zm z -o m a C) c D mC - 00 U OD cn r Z SET = EAC S T _ O m = z W I i P'ROP'ERTY LINE -' o � m o N a o N u a z ^ a II - 4 rTl 08-11 AUG 11,'15 SITE PLAN N-rs