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HomeMy WebLinkAbout14-15805 ( I CITY OF ZEPHYRHIR.LS �'' 5335-$TH STREET '' ' ' tsis��so-oo20 1�05 BUILDING PERMIT i PERMIT INFORMATION ' LOCATI4N INFORMATION ' Permit Number: 15805 Address: 36232 DELTA GO�D CT LOT '[3 Permit Type: ADDITION/AL.TERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Rroposed Use: SINGLE FAMILY RESfDENTiAL Lot(s): Block: Section: $quare Feet: Subdivision: SILVERADO Est.Value: Parcel Number: 04-26-2'1-0060-00100-0110 Improv. Cost: 4,800.00 OWNER INFORMATION Date Issued: 1210312014 Name: BATTISTA CHARLES & DEBORAH Total Fees: 90.00 Address: 36232 DELTA GOLD CT Amount Paid: 90.00 ZEPHYRHI�.LS, FL 33542 Date Paid: 12/03/2014 Phane: 813-355-3805 Work Desc: lNSTA�L POOL ENCLOSURE 12 X 39 CONTRACTOR S APPLICATiON FEES LIG NI G ALU UM INC BUILDIN EE 9 .00 � � �y � � `�J `+`J � - t �- �- � �� Ins ections Re uired FO ER 2N OU PLUMB I MIS INS TION EILI FOOTER BOND DUCTS INSULATED I SEWER MISC. ROUGH ELECTRIC LINTEL I MISC MISC. 1ST RQUGH PLCfMB PRE-METER I lNSULATION WALL MISC. DUCTS INSTALLED WATER { MISC dRIVEWAY PRE-SLAB SHEATHING I MISG. MISC. CONSTRUCTION}'OLE FRAME I MISG. l�IISC. REINSPECTION FEES: Reinspection fees wrill campty with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due ta any ane of the fotlowing reasons: a)wrong address b�condemned work resutting from faulty constructian c) repairs or carreckions not made when inspections catled d)work not ready for inspection when called e) permit nat posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, t�ere may be additional restrictians applicable to this property that may be faund in the public records of this caunty, and tF�ere may be additianal permits required from ather gavernmental entities such as water management, state agencies or federal agencies. "Vltarning to auvner: Your failure to record a notice af cammertcement may result in your paying twice for impravemants to your property. If you intend to abtain financing,consult with your lender or an attorney before recording yaur natice af commencement." Complete Pl ns, Specifications Must Accompany A�plication.All work shatl be performed in accordance with � City Codes and Ordinances. NO OCCUPANCY BEFO C.O. C NT CTOR SIGN RE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPRCIVED INSPECTION CALL FOR INSPECTION I- 8 HOUR NOTICE REQUIRED PROTEC7' CARD FROM WEATHER I _ f � 813-780-0020 City of Zel hyrhills Permit Application Fax-813-780-0021 ; � Building Department • ' � Date Received � —p�t. � Phone Co tact for Permitting a�� l���-- /� g5 _�-} I7 - Owner's Name ch�r�es � � ��( L G �J� Owner Phone Number 2 (� / I �(' Owner's Address , ��J IJe l G(' C��C-% Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number I Fee Slmple Tltleholder Address I JOB ADDRESS ��a�a 1J�`�� �/���C� �"�,, ��� r hi 1Cs LOT# � SUBDIVISION �)/v er V • 1 P I CEL ID# �—f�(sl� 1� OCJ — ��V O I L O WORK PROPOSED NEW CONSTR A ID/ALT � SIGN'NED FR�OM PROPERTY T�nce)DEMOLISH � INSTALL B RE�PAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK � FRIPME � STEEL Q V 0'7 DESCRIPTION OF WORK I�S��L �I bd P�I�C�6�� �V'� �� S�In GCJl�• r�' /�' (� 1D ' BUILDING SIZE p� X�—l SQ FOOTAGE li � HEIGHT , �(�S /�UILDING "� � p/y`• d VALUA710N OF TOTAL CONSTRUCTION ��v O c..C� � (� , � �ELECTRICAL 3 AMP SERVICE � PROGRESS ENERGY � W.R.E.C. ^\�\J i(� V1 \�� OPLUMBING $ � \�� QMECHANICAL $ VALUAT ON OF MECHANICAL INSTALLATION `�/��� ,��JJ,�I r��'���. � l/ �� ����� v �GAS Q ROOFING Q SPECIALTY � OTHER � (�! FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO� �j �(JC J � I L BUILDER �� �COMPANY L� "(, Il] ��U��IIIJU�i SIGNATURE REGISTERED Y N y E CURRE� /N I Address �� �� �l T � I � License# , CC ���j�b I ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y(N � Address I License# I PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address I License# I MECHANICAL COMPANY SIGNATURE �EGISTERED Y/ N FEE CURRE� Y/N Address I License# � OTHER CIOMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N i Address I License# IIIIIIIIIIIIIIIIIIItlllllllllllllllllllllllllllllllllllllllllllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)s�t of Energy Forms:R-O-W Permit(or new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster;Site Work Permit forlsubdivisions/large projects COMMERCIAL Attach(3)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 afler submittal date. Required onsite,Conslruction Plans,Stormwater Plans w/Si�t Fence installed, Sanitary Facilities&1 dumpster Site Work Permit forfall new projecls.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW constr�U,tion. Directions:• • • • • • • • • • • • • • • • • • • • • I , Fill out application completely Owner 8 Contractor sign back of applicalion,notarized If over 52500,a Notice of Commencement Is requlred. (AIC upgrIades over$7500) " Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same - I OVER THE COUNTER PERMI171NG (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW _ I NOTICE OF DEED RESTRICTIONS: The undersig�ed understands that this permit may be subject to"deed"restrictions" • ' which may be more restrictive than County regulatiins. 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 Ithe owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contract4r 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 con�ractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this applicationlfor 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. I 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 b�ildings, 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 Transportati�on 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 WateNSewer Impact fees are due,they must be paid prior to permit issua �ce 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 ith 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�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 ali 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 pertormed to meet standards of all laws regulating construction, County and City codes, zoning regula}ions, 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 ProtectioniCypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Managemeit District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health 8� 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 thel use of fill: - Use of fill is not allowed in Flood Zone"V"��unless expressly permitted. - If the fill material is to be used in Fiood 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 o ly to fill the area within the stem wall. - If fill material is to be used in any are 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 fiil,an enginee�ed 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, welis, pools, air conditioning, gas, o� 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 o�violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commer�ced 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 wili demonstrate justifiable cause for the extension. If work ceases for n�'nety(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 TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR N ICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT�C CONTRAC70R ubscribed and sw n t or ffirmed)bef re this Subscribed and sworn to r atfirmed)befoJ�me t�his ��by D�r7 � �7S Il-�4�1-=/�l by �a7n �(x!?S WhQ islare personally known to me or has/have produced Who islare personally known to me or has/have produced 1LrI n t.�� as idenlification. ��(��t�� as identification. � f� 0 Notary Public � 'F��/((i(��1 f�o Nolary Public Commission o. � �� Commission No`" l , ��� �,� I m�ri��Gt' G��n �lI`l��c�c� <J�r�t'i� Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped ���� ��'Y p`d�� Notary Public State of Florida ��� a � : Amanda Lee Jasin }Q1PaY pL9� Notary Pubiic State of Florida '?,��oQ My Commission EE 202716 Amanda Lee Jasin �'aF p��Q Expires 08/24/2016 'y L�� q� My Commission EE 202716 I �aFC+.6� Exp����24/2016 _ r.,5,�-,_• a , 1 `Q��;', "vf_.._. . �-y�. "._� �� `w.��+�Ye, ' � City of�Zephyrhills BUILDING PLAN REVIEW COMMENTS �( ('C�.� � Contractor/Homeowner: �1 , I�1 1,L1►'U' L(. Date Received: � � —� Site: ' �(0 3 Z �I� �--0 ���� Permit Type: � i 2� 3 Approved w/no comments� Approved w/the b low comments: ❑ Denied w/the below comments: ❑ ��: , � �*. ;. � �.. This comment sheet shall be kept with the permit and/or plans. � ,� ���-/� Kalvin Switze Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) I1 • � �•T , 1 •' ` ` � � � ��� I .OT1I,BLOCKI,SILVERADO-�"gOUNDARY 8c AS—BUIL'r SURVEY , ,_ECORDED'•IN P�nT BOOK 61, i��-.�,'9� ,• . . �. , � .. - o. �F 7F.IEPU�BLIC.RECORDS OF,'''/�,� . . , ;r • , ' ' ' t t'1 , ;.r . c�� .. � '�it'�': ,'�' I, f,F�ORIOA. '/�i�.'�/av<<�4-f.C�Cvu:�. �'�.--r , , ; II � � ' ' . 'DL=SCRIBED HEREON IS � � ' � ' � ' � . ; �OD ZONE"X"PER FLOOD � ' , � � �e , ' ; 1'E MAP COMMUNITY PANEL , • ` �j I �D,(DATF_D 09=30-92). ' � � ., : , � � :INGS: ' ' � - DELTA GOLD COURT � '00"E.PEit PLAT � � _ -^___ ' ' '� � ��, _ DELTA GOLD COURT ' ' N�aaow� . (50'RIV1�-206A�,SPHALT �. F� . �o s�� � • _ Iw��� GL OF WW-�, - -, 60.07 ��\ ��, 9e,0' - . 9l� I " —._—_—. � . Na , I � i 2'CancmlaGuM1er I � 0 I5'Concrete wa�k q6, N 89 i 44'��"E 65.00' 5'Concrele walk 'Y.'cm ^t0uul��Y ^ 9at � � ies�va ° s•aucU � xe. � I ——— FASEMENT ———— —— i"'t U.IJ —- F�emmnner / i N N —�--- / / (T CJl I w� I � p r anic W tn a N I � rcom�ie co��em w,� oa+o � zo.a a i � I � ia.a �I .a c���r,� � s.a 10 0�. � I � 10 0 � E�.�_�� 2� � a 1�W ' I Q I I O covcieu� 4.1' , o,�,t I �s I � � co��� L 10 0' , I � � a.o� �� � I I � � a � N16277 al I OHESTORY � � w I l.u50NAYH0U5E O o � �1 I I T LoweSlFlm ,( T � x OI Z I O Elev.=59.51' � ��, m � W � N W o 0 Z�� � w � o LOT 11 T J m �. o l� ? j � oLOC<< 1 -�Y, N - — I F t.V:6.4' o � � ElevaleA � O � � I ° I � Winduw5ea 1P.1' Y O ,....w� W I / I � r .... .. Ji � I ��' .10�.0' t�a� �� a �4.n I �� 20'lAN�SCPPE I� I �1I-� ,- ' "�C-- ' � �. PIIFFFR � 1'� ry 1`�1. .,�%e� 11��._51—� I I I I � � . ' i �7D / io.a.uc I • I °J �� �a.� Q d � � FIIt _ ___ I, . I � r.�F� .89°4 ' 0"W. 65.00' 9T,, " � LBS]92 y� / Q top N B�nt on I / o �� INNOFYNOExGNON�001]InLWI0il0& I /� I� u�w uPRIritMF��If11AVf�FFNlOG1EDFYCFPIIIqfE SNONN NfR[Otl , o°���� 2.Nel0AURS[nGwE(f01GliMVEYP#i COPPOPnIqNi C[9�VC��tOf�u1�q0tw1�OX I/ � ryuWFilO10.0V10f1YYVEY�C1BiVK66 � r To901.�iI�QO ', 1V91] ' . . i�rsouwwcr�o�vn�owoHqnra I I �ryP�/'�(� � �� nex��ueennowow��s[niornno�n ';t^?��t—"I ' ��l..l IIT11 RCGtlifAF➢NItVETO[LMAII[IC � ',1.1 ruASLLSFOO��IW[oGAWN6.CBtl/YME1N510 DRAINAGE OPERATION AND _ re oa oetursn raore�mewow+eNa CON�ODW PFGA¢Da1G f�lOiE IACIf OC fwONGfwnCNANf1i1EiU11EQ0flnt MAINTENANCE EASEMENT CHNGIbM nn0 OUf1 NGI COt�311Wt I. WnkR�xlT Ok GwNnnitt E�Nf4 EYJPFSSFDOR i � 0.�tt40.�HM1 Cf0.fVIC/.IbM tl OMl 10R Ilrt ' IA��Dt ni pfSCRIiEP.II If MOI A CfItIWCAIE ti InIE.[Ox��a.fI.5EMh1150f11Nf�A0i , 01�TES: � �rainage mc��w.��a� , �.iawmanemm��sm�as�rrco����wm s.xoo-�newneM�sofxfeoxo¢flLLClne attAplsro�eepeM0�51yINIGenIVka9mlolVea IUW AffOW fASU+�X11,aicm5�a�wnYnNDNaont�wvrr Opucle9sMUnMnon.EVeryellonlwSOlon �, WOIEfWMnMf01NI1fUwfT09F%CFfiAf9KAVN mddBbplOPeiF/V°Jillh/1�194eaf51q.�111CfCb4��'+U, � �� "E"O" � ueamon46eeuon�swisnauwmeadotpuAmu�a j ', a.IMEN?POSEOfIMEEIP.'AIOMArvODWeU.GE P�afoulonelLaMSwreya.l�eYe�rypessiw.nNrnmiae � �ww�evaw�uiorvwutccoe�nionwoe faWo�moUmalqrposeswdyendelWdml/hausedollor ', rnseoeounnwuxin[nsawieaoew�ox eonNme7w�WaeenlfeEeiovhlaiatliarauhpolessimai. fOY iME l0I GMWO. In VERTICALDATUMNOTE: 2.tiiboa,i+esenwn�•wdias.mmaiwaa•ceorsr IIIIIIIIIIIIIIIIIIIIIIIIIj�IIIIIII�IIIIIIIIIIIII � THE ELEVATIONS SHOWN HEREON (moa+ured6'ebavolAeO���IP�rPesmCamy II II II II I AflE REFERENCED TO(NGVD 29). R����� � � � � �I tww�7 �� Certifiec� To Charles Battista&Deborah Battista; I ' Iberia Bank; Fuentes& Kreischer,P.A. � � � o� r SURVEYORS CERTIFICATE 'Tampa (ar3) 621-7841 � R E V IDate D n. Ck'd Order No. I IIII�IIII�Ii�illl�lllllllll a �Sfdkeout 5/17/13 NAC BDD 213'13992 The survey represented hereon conlorms to th' ul lu lu Fax �813� 664-1832 0, requiremenls o!Chopter U-17,Flonda Adminslrafive ,as, �Web Page: www.lese.com — ie-In 6/5l13 JAR BDD 21315196 Code In eflect on Ihe Survey'Dalrz�shown. o 9/17/13 TJW BDD 21317494 7�� / , c7 , �z�an3 cRZ c�A 2isz�7e2 � �(T�Y j 6 ; 4„�„`-,. .D.� -;, a -1 : �� �� , ��oa�ta c�z� z�atoonz SCOTT R. FOWLER DA1E 0° .. s���N� ' ~ ENGINEERING & SURVEYING �; `"`s CORPORATION o Client No:2054 FLORIDA REGISTERED LAND SURVEYOR N0. 51B5 2 inc� Mar 04,2013 ---- C�1Qe�Q�` ��A I 8515 Palm 1�'iver Road, Tampo, Florida 33619 0 �. 2T312005 Current No..21410042 Survey Date: 09/10/13 CER�IFICATE OF AUTHORIZATION N0. �B 3913 a Sec.. ' 4 Twp 26 S Rge.. 21 E pDrli•FINFL1Y191O092-11"�'Silremtlo PN�e-tam.g,1N10fa11J:51 PM CONTRACTOR: Lightning Aluminum, Inc. DESIGN CRI TERIA: App//cable Codes. Regulation and Standards 1. The 2010 Florida Building Code . specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 an Specifications for Aluminum Structures, Part 1—A and 1—B of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Category 1 . 2X4 7'—10" 2. Basic Wind Speed Table, Table 1609 State of Florida 10' Debris Region & Basic Wind Speed, Paragraph 1609.3 ____ __ \. ___ // and Table 1609.3.1 Equivalent Basic Wind Speed:150MPH V—ultimate Exposure Category, Paragraph 1609.4.3.• 3. Building Category for Aluminum Structures, Paragraph 2x2 2002.6: Building Category 1. Specifications The followingxt specifications ins ore applicable to this project: 1O' jg' 10' 1. Aluminum extrusions shall be 6005 T5 Alloy 2. Fasteners are required to be SAE Grade 2 or better zinc plated. 3. #14 screws 6" from ends and 24" center to center. 4. Door location shall be determined by contractor in the field. 6' 2x2 6' 12' 12' 2x4 2x4 2x2 2x4 2x2 II I I ____________ __________________ I _____I CONTRACTOR LIGHTNING ALUMINUM, INC. P.O. BOX TEMPLE TERRACE, FL 33687 HOUSE 813-984-1185 SCALE 1/8" /4Tj �N RAM A. GOEL, P.E.(#47431) L A�pLSL� �r REUBEN E. PHIPPS, DESIGNER C.E. C7^p j ABLE vy�1,L 16306 DOUNE CT. AcicC' b l BI G TAMPA, FL 33647 PH## 727-420-4796 PH 813-293-1868 rl� / HEREBY CERTIFY THA T I HA VE REVIEWED PROJECT ADDRESS CITY D,qT AND SUPERVISED THE A TTACHED DESIGN CHARLES & DEBORAH BAT77STA q OF > � F '}` AND FOUND IT TO BE IN COMPLIANCE WITH 36232 DELTA GOLD CTCHAPTER 3,�`S ` yl'/ �f BUILD NG CODE 201ON R301.2.1 OF THE 10 RESIDENTIAL EDITION PASCO COUNTYZEPHYRHILLS, L 33541 �/ /�� , RAM A. GOEL, P.E.(#47431) r 16306 DOUNE CT TAMPA, FL 33647 Ph.# 813-293-1868 A- 7 Ph.# 727-420-4796 PLAN ALUMINUM MEMBERS DIMENSIONS GUSSET DIMENSIONS 3/16" 18 X 6 PURLIN HOLLOW SECTIONS SELF MATING (SMB) 18 X 4 4 SMS 2X2:2"X2'XO.044" 2X4 SMB: 2'X4"X0.044'X0.100" \\\ , 2X3.•2'X3"X0.050" 2X5 SMB: 2'X5"XO.050'XO.100" 2X3 2X3-. i;i1IIIII11I1II: " . . + . . . . . 2 2X4:2 X4 X0.050 2X6 SMB: 2'X6"X0.055'X0.120 . p . 2X5:2"X5"X0.050" 2X7 SMB: 2"X7"XO.057X0.120" O • ' , • ,� . d 2X8 SMB: 2"X8'XO.072"X0.124" • • ' ' ' OPEN BACK SECTIONS ' " RECEIVING CHANNEL 2X9 SMB: 2'X 0 XO.D92'X0.398 W/2�IOXJ/4"INTO RECEIVING CHANNEL GIRT SIDE& W/2#10X3/4"INTO 1X2: 1:X2'XO.040" 110X3/4HINTO 2X(3) UPRIGHT 1X3' 1"X2"X0.045" SELF-MA77NG BEAM - NOTCH PDX3/4 EACH OE2 X(3 FOR UPRIGHT W/M/N 3/4"O.C. #10X3/4" SNAP SECTIONS EXTERNAL GUSSET DETAIL 2X2 Snap: 2"x2"x0.045" SCALE N. UPRIGHT TO BEAM CONNECTION DETAIL SLOPED PURLIN CONNECTON DETAIL 2x3 Snap: 2 x3 x0.050 SCALE N.TS. SCALE N.7S.- 2x4 Snap: 2"x4"x0.045" (f)-,riD X z' (9), 14 X 3/4 sMs SCREW 24"O.C. 1/8"S.S. CABLE (2)-#10"X 2"SCREWS 1/B"PLATE ON 45'ANGLE THRU EXTRUSION 2" WIDE EXTRUDED GUTTER BRACE AT 45' TO 60' EACH BEAM © rr 4"SLAB MIN. ...• 0 • (2) 1/4 X 2 1/4" TAPC NS 500 PSI CONC 1 WWM OR RBERMESH CABLE CONNECTIONS AT FOUNDATION 6 a SCALE N.T S. CABLE UMBER OF SCREWS CONNECT/ON AT CORNER ,/ PATTERN TO VARY SCALE N.T.S. 0X3/4"INTO SCREWS TO MAINTAIN 1-1/4"C/C RECEIVING CHANNEL GUTTER BRA CE & MATING ELEMENT ATTACHMENT DETAIL 2"x®X1/8"ANGLE W/ SCALE N.T.S. CONTRACTOR (2)—#14 x 3/4"EACH FACE SELF—MATING Req. for Each Load Bearing WILLIAM & JANICE BRILL Post Connection • ECEIVING CHANNEL 3820 W. SAN LUIS ST W/(2)j1Dx J/4" • INTO EACH FACE TAMPA, FL 33629 MIN 4"SLAB 2500 PSI CITY OF TAMPA CONC w/FIBERMESH • 1'x 2' O.B.BASE PLATE 1 V4" IN ANCHOR M6EDM T 2• PURLIN RAM A. GOEL, P.E.(#47431) SIDE VIEW 1 REUBEN E. PHIPPS, DESIGNER C.E. 16306 DOUNE CT. TAMPA, FL 33647 PH# 813-293-1868 1 HEREBY CERTIFY THA T I HA VE REVIEWED PH# 727-420-4796 AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 3, SECTION R301.2.1 OF THE 24" RECEINNG CHANNEL BUILDING CODE 2010 RESIDENTIAL EDITION PROJECT ADDRESS 'D.C.•MAX I'X 2"BASE PLATE w/2 PDXJ/4"INTO BEAM ✓ :j ANCHORED CONC. EACH FACE& (3) ~' 1/4"X 2 1/4" TAPCONS #70X3/4"INTO BEAM MAX 24" FRONT VIEW CHARLES & DEBORAH BATT/STA PURLIN OR GIRT TO BEAM OR POST DETAIL f I 36232 DEL TA GOLD CT 2" X 4" OR LARGER UPRIGHT TO DECK DETAILS RAM A. GOEL, P.E.(#47431) ZEPHYRHILLS, FL 33541 SCALE N.T.S. SCALE N.T.S. 16306 DOUNE CT. PASCO COUNTY Ph.# 813 TAMPA, -29361868 A 7 -2 Ph.# 727-420-4796 DETAILS ALUMINUM MEMBERS DIMENSIONS (3) 12X4"S.M.S. W1TH WASHER, PER PANEL 10X3"S.M.S. THRU HOLLOW SECTIONS SELF MA TING (SMB) 2500 PSI(MIN) 2500 PSI(MIN) FASCIA INTO COMPOSITE 2X2:2"X2"X0.044" 2X4 SMB: 2X4"X0.044"XO. 100" RAFTER TAILS /1 2X5 SMB: 2 X0.050"XO.100 W/(') C°"' 8"X @" WI(1)/5 CONT.2X3.2"X3'XO.050 "X5" " ROOF PANELS 2X4:2'X4'XO.050" 2X6 SMB: 2"X6"XO.055"X0. 120" `�'� •� "' �/J 2X5:2"X5"X0.050" 2X7 SMB: 2"X7"X0.057X0.120" f .: _ _'•�' '•' •t1 . 2X8 SAAB: 2"X8'X0.072'X0.124" e" "� � •, OPEN BACK SECTIONS 2X9 SMB.• 2'X 10"XO.092"XO.398 ® . 1X2: 1:X2'XO.040" 1X3. 1"X2"X0.045" IOx3/4"S.M.S. CONTINUOUS FOO77NG DETAIL 10"on center top and bottom SCALE N.75. COLUMN SNAP SECTIONS 2X2 Snap: 2"x2"x0.045" COMPOSITE ROOF HEADER TO FASCIA ATTACHMENT 2x3 Snap: 2"x3"xO.050 AND COMPOS17F ROOF TO LOAD-BEARING WALL FL. PRODUCT APPROVAL FL7 61-R1 2x4 Snap: 2"x4"x0.045" SCALE wrs Roof Type Roof Material:3" x 48" x 0.024" compostie panel Elite 3 1/8"XI 1/2"X 1/8" 2000,1.0 density foam,Florida Product Approval Number BASE W/(2) 1/3"DIAM. (2) 1/4"DIAM. BY 3 1/2" THRU BOLTS FL 7561—R i. 3X3"COLUMN TAPCONS OR EQUIV. 10X3/4"S.M.S.10" POST W. (2) 1/4"DIAM. O.C. INTO GUTTER ALSO INTO CARRY BEAM X 3 1/2" THRU BOLTS 'tN SCREWS N TO VARY F `~ TO MAINTAIN C/C 3X3 COLUMN TO PAVER OR PA 770 ATTACHMENT SCALE N.T.S 2"X®"x 1/8"ANGLE W/ SELF-MA TING CONTRACTOR (2)-#14 x 3/4"EACH FACE COMPOSITE TO GUTTER TO BEAM TO 3X3 COLUMN TO BEAM T. Req. for Each Load Bearing RECEIVING CHANNEL SCALE N. S Post Connection W/(2)—,}10x3/4"INTO WILLIAM & JANICE BRILL EACH FACE 3820 W. SAN LU/S ST MIN 4"SLAB 2500 PSI • • TAMPA, FL 33629 CONC w/FIBERMESH ' i"x 2"0,@.BAS£PLATE CITY OF TAMPAJ1 PAVERS 2" .1 1/i'M;V CGNC' • ANCHOR EMSErMENT 10X3"S.M.S. THRU (3) 10X3/4"S.M.S. PER PAN RAM A. GOEL, P.E.(#47431) FASCIA INTO REUBEN E. PH/PPS, DESIGNER C.E. SIDE VIEW 16306 DOUNE CT. RAFTER TAILS ROOF PANELS TAMPA, FL 33647 24"ON CENTER PH# 813-293-1868 I HEREBY CERTIFY THAT I HAVE REVIEWED PH# 727-420-4796 24" AND SUPERVISED THE ATTACHED DESIGN LO.C. MAX AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 3, SECTION R301.2.1 OF THE BUILDING CODE 2010 RESIDENTIAL ED177ON PAV£RS- PROJECT ADDRESS BASE PLATE 1/4"X 2 1/4" 1OX3/4"S.MS. • ANCHORED CONC. 3 PER PAN • 1/4"x 5" TAPCON COLUMN " • ' •• TAPCONS MAX 24" Iy CHARLES & DEBORAH BAT77STA RAM A GOEL, P.E.(#47431) �}36232 DELTA GOLD CT FRONT VIEW 16306 DOUNE CT. ZEPHYRHILLS, FL 33541 PAN ROOF HEADER TO FASCIA ATTACHMENT TAMPA, FL CT PASCO COUNTY 2" X 4" OR LARGER UPRIGHT TO DECK W/PAVERS DETAILS AND_PAN_ROOF_TO_LOAD-BEAR/NCWALL SCALE N.T.S. SCALE N.T.S. Ph.# 813-293-1868 Ph.# 727-420-4796 A-3 DETAILS