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HomeMy WebLinkAbout21-1326 m _Q City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BAR-001326-2021 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 04/15/2021 Permit Type: Add/Alter (Residential) Property Number Street Address 05 26 21 0070 00300 0020 6569 Silverado Ranch Boulevard Owner Information Permit Information Contractor Information Name: HARNISH PATEL Permit Type:Add/Alter(Residential) Contractor: MARVIC CONTRACTORS Class of Work:Add/Alter Residential INC Address: 6569 Silverado Ranch Blvd Building Valuation:$17,500.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)312-0025 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 (�rf) S Total Valuation:$17,500.00 Total Fees:$191.25 Amount Paid:$191.25 Date Paid:4/15/2021 12:05:46PM Project Description SCRN ROOM CONSTRUCT W/ROOF 66 FT X 9.6 FT Application Fees Building Permit Fee $127.50 Building Plan Review Fee $63.75 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 SIGNA RE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-01.120 City of Zephyrhills Permit Application Fax-B13-781)-OU21 Building Department Date Received -, P hone Contact for Permi tting (�`3 ) 11atIa:a ` carat Owner's Name t Owner Phone Number7_k�J Owner's Address - j' (� G( �(!• Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS C / y t Y(R (/ LOT# SUBDIVISION tl PARCEL ID# (% VpPV_ i (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT = SIGN = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM E�OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME �/= STEEL = DESCRIPTION OF WORK r 1� U � //�x/t��� ��C/}'>�/� jt Kx � BUILDING SIZE SQ FOOTAGE (� HEIGHT P/Qbv S a_kll C C L C C C C L C E C;I Z i i L L x-E C L C L C C C C C C C L C C C C C C C C C C C C C C L C C C C C C C C C C C L L C C C C UILDING 0 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ (� AMP SERVICE = PROGRESS ENERGY = W.RJ.C. =PLUMBING $ /� =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO - - - - - - - -- - - - - - - - BUILDER COMPANY /"� YV �Ci"� s SIGNATURE REGISTERED IN FEE CURREN Y/N Address g wx Liconse# 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 COMPANY SIGNATURE F REGISTERED Y/N FEE CURREN Y/N Address License It OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# IiIIItIIIII .IIIiIIIaIIIii [ IIIIIIIIIIaIIIIIIIaIIIIIIaIIIIIIIIIIIIIIII; 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 dale.Required onsile,Construction Plans,Slormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpsler;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsile,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. "PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required.(A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(far 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(PloUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-78U-UU20 City of Zephyrhills Permit Application Fax-813-780-UU21 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It Is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner".I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone W"unless expressly permitted. - If the fill material-is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENV TO OBTAIN FINANCING,CONSULT LENDERWITH YOUR E E COMMENCEMENT, FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTO _(\►_�{`'n� Subscribed and sworn to(or affirmed)before me this Subscribed and to(or affirmed a ejs� r�J by by_-- Who is/are personally known to me or has/have produced Who is/are,personally kngwn to me or has/have produced as identification. as identification. i/� Notary Public Notary Public Commission No. Corn son No. Name of Notary typed,printed or stamped Name of Notary lyp Fro „�lgp stadkR3WFLIN BOGES ;,: ,; Commission#GG 276457 Expires December 12 2022 F°FF`°P Bcnded Thru Troy Fain Insurance 800-3951019 INSTR#2021076643 OR eK 10325 PG 1457 Page 1 of 1 04/15/2021 10:17 AM Rcpt:2287548 Rec: 10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowle q. Pasco County Clerk&Comptroller J I au epdte for use by Clel Ic al(lie(loud Cnul l ally, 1 I r NOTICE OF COMMENCEMrNT Poimd Nnlnb�t t a1 roll.Nu(b` al �v = ,b•• '�j3�D ^��� 1 hl unlit"Sylnt(l lit it h)grvts unlu a Ibal Inq)l ayenll uh Itlll lit nuult h't.LI I lilt I cal pI opu ly,and lu lilt m dnnLL 1L n11 SLLltnr 111 11 of IIIL Idnudn Malunl,IhL 1110dulad ut1ul lit duut is pnrvult it In Ow NO I ILL'Of-(OhIhlFNCI'hlrN 1 n _ Legal Dunipnun of plopedY(sane(address ILquued) (�uN �rzO cq &WO key- 3 SC ' !Gar f',o�i l- m bS'�tp lturrwl�,�t npl�Ior 1 I nn,t vo Its -/ x a - la Owncl Nania � ��s i}•t��L �} y! _° Ownc1 Address //LVt's�4pp lb Owtlrl'S utlelesl In%le / t46 If — 1 fl lr t w Snnplr I nlu hnWu(ul olhcl Ihau nwuu) F` Address n Conuaelc,I Name MaivIcCon1rictois Inc Addiegs 4302 1 ilrl,tori l dne Tamps".I I-33018 I'honL 013-003-4000 S Su-el Name , Y 11111f1flCaa,SOlilllgt(1�3UOd Amount of bond 15.000 00 d a_ .A'!r:arr'' a Address 1401 W Busch Blvd rdmpll,FL Phone 013-931-7467 �''''err ' u Lender N,n11L COatacl Address Phone 7 Pelson within the Sulfa lit Flonda desfgnal,d by owner upon wham ROIILCS of other dowunenta may bL sewed as provided by - - - Section]1717(lj(a)Yw1iNles 2R Name Address Phoue Numbel d In eddiumr lu hunsLll,0wIIL1 designales the Inllowulg person to receive a eopv orthe Liennt s Nollce us otovlded in Section 7 t 4 1 J(I)(b),!loud 1 (AO In Q F" LLJ U LU w W E Ln U Name Address U LL = Phone Number C) Z U � J CV 9 Fxprl,ltton dale of NOtIL0 ofCOnunulLt n1cu1(expuatlon dale 1s one(1)year bom dale of Iecoldulg tuslebs a(if IlLlent tale is En OU OQ FL � LLI Specified)_ W W Z UI LL Fy- Q 11'A IlP11NO I0O1l'NI'It ANY I'AYM174NIS M1I,IDL BY 111E 01YNLIl AN ILIt 1111 L>,P111,11ION Of-lllk NOIICL OItCOM1IM1ILNChM1II'NI AIM 0 LL U CONSIUflltOlhrPROI'CltPAYhIRNTSUNOCIICIIAPIFR717,1'A1111,SrL11ON71111,IIORIOASIAIUIES,ANUCANRLSUL1INYOUq ?' 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AY SURVEY; C IS C B ECT TO ANY FACTS R ,, � � NORTH AMERICAN TITLE INSURANCE CO. t•1AY Bi DfSCLGSED 9Y A FUI.'.. AND ,CCJR ATE: r� 117LE SEARCH. ALSO SUB.;ECT TO SETBACKS, a ANGEL OAK MORTGAGE SOLUTIONS,LLC EASEMENTS AND RESTRICTIONS OF RECU,<"', HARNISH R.PATEL UNDERGROUND F031ER, STELA WALL, AND r I w Ci\vERGRCUND USiL1T(ES ARE NOT LOCATED 0R 3 SHOWN. �i :0 DO NOT SCALE THIS PRINT. D;AdENSICNS AND NOTES TAKE PREFERENCE. DZSCRIPTION N07 CONTAINING PLAT BOOK AND PAGE INDICATES THAT PLAT IS IN PRELMUNARY STALE AND IS SUB4-,7 -0 CHANG C AND/OR RE S I LVE RAD O RANCH VISION. PCP(P). � ius BOULEVARD CERTAIN DATA SHOWN HEREON BASED ON POINT ENGINEZRING PLANS PROVIDED rY CLIENT. 1 ,?� (I:f'l•; VARIES) s'R.,C7UiE TIES sHOti:s HEREON DENOTES j � °o. �iEASURE.zEI,,T FROM FORbA BOARDS_;rOUNDATION h'o TO PROPERTY LINE. PURPOSE OF SURVEY;;O OBTAIN HORIZONTALf� F ` ��A .9 AZD/OR VERTICAL DWENSiONAL DATA 70 SHOW CONSTRUCTION IMPROVE'OENTS, 10' UTILITY LOT 3 ?`•;' BLOCK 3 r� srG� LC,r T. ) 1�.7 LOT , 3`I,0 ?• .^ 2 i; BLOCK 3 o� ly Sa.� A' ,. LOT 10 BLOCK 3 td S.9' c�5. f" LDI u CURVE DATA(P&M) BLOCK 3PZx r=i LOT 12 • 'URry ftAu1U5 _ ARC 6 CHORD , EwN2I,;3 M�ui:L i;.�_. ._...1 ( BLOCK .3 I C127 46.60- 1 51.62'—29.Ot` I c 63'S9'Of' �f., LOWEST FLUOR ELEVATIONS: LIVING AREA: 110.24' DESCRIPTION: ^r".RAGE fi.RE�:: 10?.�i7' - LOT 2, DL 'CK 3, \i,1AP OR PLAT ENTI T LED "SILVERADO RANG ILyy/.,m c c_ r t PLAT L,EGEND: _ A IION� I"2E: =;EN D T„ : ...SUuI�IVISICN PHASES .2, .3 & 4" AS RE CCRDL.D IN , LAT NOR D-1 AMERICAN VERTICAL ri P 5� r r E-OO.O EXISTING GRADE 1, c [3ddK 73, AGES ,a.1 ',HROUGH 65, di� THE PUBLIC RECORDS DATUM OF 19&'3. ,EAN SEA OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT. APPARENT FLOOD HAZARD ZONE; "X" COMMUNITY PANEL NO. 120230 0455 D EFFECTIVE DAT .: C9/30f1992 VPro,cct Nu nbor: LEGEND: :[ (C}= CALCU:JtTEO DATA, (D)= UEr".D DATA. (M}W. I,'.EAS REO DATA. ( )- ('LAT 11At'A, ti^ CE^i'FRI..I IE, A/C- A1R CONDITIONER, B/C BA,C; Of' CURB. C/S- CONCRETE SLAB, CH= CHORD, C149= CHORD BARING, CLF= CHAIN L114N FENCE, CONC- CONCRETE, COV.- CO'•/EREC, L/P Ef)OF Olf- PAVEI.IEN'", Eski'T= EASEMEN' F/C= FENCE CORNER, FCI = FOUND CONCRETE A?CNUAENT, RF-- FOUND IRON PIPE, FIR= FOUND IRON ROD, FNl.d)= :"+;L'14, .NAit. & ±DISK, =PP= FOUND PINCHED i PIPE, LSE= LOtJEST FLOOR ELEVATION, MAS.= `AASGNRi, 3R= OFFICIAL RECGRO 80OK, P3- PLAT BOOK, PCP- tL;;t;;;,NF.NT CONiRUL 17C,'vT PRM= PER¢AANEt4i REFERENCE tAONUMENT. R/W= RIGHT OF WAY, R= RADQS, SIR=SET 1,/2" 'RCN ROD & CAP No. 4493, SN&0= SET ;"Ai!- & O=Sri, 79Vt z_.,,=OR RY BENCHMARK, ry U/P= OTILITY POLE, N' F= 'ti..r00 FENCE. (R) = RADIAL _ Dram By. I HEREBY CCRTIF'; THAT THIS SURVEY HA-, Ft:-N MADE UNDER 14Y JOHN R.BEACH Ec ASSOCIATES,INC. sris ES H I, r RESPONSIBLE AS. AND Ely ".'Fa ORID UM TF.CBOARD S;:RV YO;ZS AND RAPPER 8) ;pis?r:OA DS AS. SET F'O:4Thi �J T i= t Lv4EDA BOARD OF .� �, Cnec:cea .f _ y �11 :.EST T, PETERSBURv Dhli'e: JRD PROFE �.ONA_ LAND 3URVE1'C:'S IN CHAi':FR 5J-17.050, FLORIDA y ONE 065VAR, FLORIDA 34677 —.--- 1;P„; IS,Pp Vt. PURSUANTC DE. PURSUANT iC SEC ,-,' 472.021 FLORIDA WAY354-1276 FAX (81:5) 85.5-a370 scale: 1„=in' ST� ;tr_ to A STRUCTURAL ITEMS SIZE TH'KN'S SMB-H-S ROOF BEAMS 2 X 7X O$.S S_rl3 END POST Z X Sx DSO ' N FRONT POST ?.X5 X D5O H EAVE BEAMS 2x3 X O l;r dl PURLINS ZX Z XO'#$ HOST I CHAIR RAILS zX ZK O H 9-6°� I ____9-6°- BASE PLATE IX2Xa t/O o8 ix . I I I x 4 I x x x - CARRIER BEAM I EXISTING PATIO I \ " ° I I /XZ POST I ---- J iXZ" PANS ✓ '-- Z X. MATERIALS ALUM ALLOY 6005-T5 NOTES 3 M I ' MANSAr. SCREEN x N I N r4 ( �' 1.WORK THIS.SHEET WITH ALL OTHER SHEETS IN THIS SET '^ x N I N n1 2.XZ L_ W NOTIFY ENGINEER OF ANY CONFLICTS W \ 2.ENCLOSURE TYPES FLAT ROOF MIN SLOPE 114"!FT MANSARD HIP ENDS MANSARD HEIGHT:3-FEET UNLESS NOTED GABLE-GABEL ENDS 9-6" PLAN '-6" GABLE-HIP ENDS — — ---- — ` — I -- -- 11 — GABLE HEIGHT:4 FEET zX3 I Contractor a ti� Job Name:HARNESH FRTEL N MARVICALUMINUM N N N °1 Address:6569 SILVERAD0 RANCH lftOOFS,�RkSh, x 16"KP. City/County:ZEPHYRHILLS N0 4, ©�/��� d�a4681t00f/j0 42' .4cU �/ S/le♦s' State:FL Zip:33541 �S OF2 Fp Ccp�V�C rhrp ELEVATION P.E Q ()QF' Th �t ast �rd RICHARD WASILEWSKI, '�' r�Qy/ '1141 ;a i c�. c o this'op 1520 Chateauwood Dr �� <S DOORS MAY BE RELOCATED " Clearwater, FL 33764 � �C'jL/ PROVIDED POST SPACING IS :(� Gj� CHANGED •i0 •-� 1= A � FLORIDA LICENSE '9T -yo FIELD VERIFY ALL DIMENSIONS��i •• O •• w#' � f ' 727-531-8104 Office A `9 � FIRST OR SECOND BAY BRACING TO BE LOCATED IN l l eal d for Sb uctural 72737-3111 Fax, 1 . f rntca /te II DVSIGN DATA FIN GR FIN GR PAVERS 4#10-5/S"SMS FLORIDA BUILDING CODE 2020 7th EDITION —_�__ F EACHSIDE- ate+ 0 6#5 BAR 0 WWF Q PLATE CONNECTION WIND SPEED Vult I z8 Vasd. "7_1 6x6x1O1O WWF Slf� $��GlfrG n -1#5 BA (3"CLEAR) 1#5 BAR(3"CLEAR) 2X2 WIND BRACE L 1 [ w ) SURFACE ROUGHNESS FOOTING WITHOUTPAVER3 FOOTING WiTTiPA.VERS `/ 2X2 OR o 2X3 FIN GE- [FIN GR. -- PAVERS , 0 / f "ii 2X2 PURL INS RISK CATEGORY — CONNECTION PLATE a, ' LENGTH=8" E- F\7\ . 11/ d WIND EXPOSURE CATEGORY 13 E a e L LL- Q J EAVE BEAM THICKNESS=1/8" O (SEE MAIN1#5 BAR e- aDETAIL) BEAM �„ INTERNAL PRESSURE COEFF. NA w I (3"CLEAR) 1#5 BAR , \ w l (3"CLEAR) WIND BRACE CONNECTION \ A RIBBON FOOTG RIBBON FOOTING WITH PAVER (ROOF SYSTEM) TYPE OF STRUCTURE OPEN DEFLECTION SUPPORTS L/6O ALL OTHER L112O FOOTING&SLAB .O45 RECEIVING CHANNEL _______ f �1 2#10 SMS TOP&BOI TOM TO WIND BRACE 11 G1 RAL 1NOTES ❑ FOOTING&SLAB ALREADY EXISTS 1-THICKNESS- 7 IN 4#1O SMS TO EAVE BEAM I SCREEN 18/14 iD DEPTH= 8 IN PURLIN&POST SPACING VARIES 2 ALUMINUM EXCURSION ALLOY=60O5-T5 `FOOTING&SLAB ARE PROPOSED ) 3 THE SECTION MODULES SHALL BE AS SHOWN ON TEE PLAN ❑ PAVERS EXIST W=WIDTH= IN 4 SCREWS:ALLOY 2O24-T4 OR STAINLESS STEEL 5 BOLTS:ALLOY 2024-T4,GALVANIZED OR STAINLESS STEEL CONTRACTOR TO 6 ANCHOR BOLTS:GALVANIZED OR STAINLESS STEEL ❑ PAVERS ARE PROPOSED VERIFY EXISTING 7 CONCRETE:COMPRESSIVE STRENGTH 3O0O PSI AT 28D AYS CONDITIONS.NOTIFY ❑ FOOTING DEPTH EQUALS SLAB THICKNESS-EXISTING CONDITIONS. IF DIFFERENT 8 REINFORCING STEEL:GRADE 6O CORNER POST Hffiff 11 COLUMNS 9 SOIL BEARING PRESSURE:1500 PSF(ASSUMED)CONTRACTOR TO ❑ FOOTING DEPTH EQUALS SLAB THICKNESS-PROPOSED VERIFY THE 22X2 WIND BRACE 10 CONCRETE 'T INTO CONCRETE CON SLEEVE ANCHORS OR EQUAL(2" NOTES: SMS I.T FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF -RAVE BEAM 11 CABLES:1/8"S.S WITH CORitiER ANCHOR& 1O 15OO PSF.BEARING CAPACITY OF SOIL SHALL BE VERIFIED PRIOR TO PLACING THE SLAB 45 DEGREES 12 CONTRACTOR SHALL INSPECT THE EXISTING STRUCTURE TO BY TEST OR A SOIL TESTING LAB , VERY THE ADEQUACY Or IITIE STRUCTURE TO SUPPORT TI HI 2.THE SLAB 1 FOUNDATION SHALL BE CLE A ED OF DEBRIS ROOTS AND COMPACTED WIND BRACE CONv ACTION E ! �\ (TYP)SCREEN LOADS OF THE NEW STRUCTURE=`TURE UNDER ALL COW-"?ONS. PRIOHR TO PLACEMENT OF CONCRETE -` _ I L/14 MESH EXISTING WOOD IvIEMB?P.S SHALL 3E 2"THICK AND 1N GOOD 3_NO FOOTING OTTIER THAI 3-1/2"( 'NOMINAL)S i i REQUIRED EXCEPT WI N (ROOF SYSTEM)j CpNi�ITION.CONT�cACi OR TO RETAN AN ENGItii+EEI TO PERFORM ffi ADDRESSING EROSION UNT(i iliE FROJECTiON FROM TIC iiO3T STRUCTtRtE EXCEEDS I%8"ROUND SS CABLES(175O L3S AT 20'-0".THEN A FOOTNG IS Rl QURED.ALL SLABS SMALL BE 3-11 "(4"NOMINAL)THICK CORNERS NOT ATTACHED TO BLDG: A FIELD INSPECTION IF TTY CONTRACTOR BELIEVES THE CONDITIONS WARRANT. 4.MONOLITHIC SLABS MESH TINGS SHALL BE MINIMUM 3000 PSI CONCRETE WITH 6X6-1OX1O WELDED WIRE MESH"Je+fgZqN aprtCW C®I�NJEI CABLE-BALL$I�ACINC 5.IF LOCAL BUII DING CODES REQUIRE A MINIMUMFOOTING,NOTIFY ENGINEER 1/8"7"X T'ANGEL 9#10 SMS NOTE-WALL BRACING EAVE BEAM 1/8"CABLE TURNBUCKLE 5"X 1 1/2"X 1/8" CORNER CABLES SHALL BE CORNER - CABLE TURNBUCKLE ALUM STRAP PLATE USED ON ALL WALLS NOT DIRECTLY FASTENED.TO POST 8"X 4"SLEEVE ANCHOR 45 ALUM ANGLE 3 X 3 X THE HOUSE. CABLE SHALL . DEGREES 3"EMBEDMENT(MIN) 45 - .125 X 5" EXTEND FROM EACH CORNER CABLE T3Il14IBLE AND WASHER DEGREE SLIDE LEG UNDER SLAB AT TOP AND EXTEND TO /} " DEGREE = _ L SLAB %%J11111It� t o �? t i r 7 1F W ,, 0 �,��I BOUBLENUTS .`� =d _ m NO• ;���i GABLE CONNEeTION °:,• := 5/16"ANCHOR B T ON�s • 45 . AT CORNER. ALUM STRAP PLATE CONCRETE (EXPANSION BOLT) 5�� 4 • 5/16"ANCHOR BOLT MONO FOOTING (2"EMBED.) _ o • • (EXPANSIONBOLT) G TO' RICHARD WASIlEftf '` = ! (2"EMBED.) CABLE CONNECTION r�w 15 1520 CHAiEAU1YDOD OR. CABLE CONNECTION CABLE CONNECTION AT SLAB S '•-�-'• . `'�' AAL�EM, M`31656846 ,AT FOUNDATION •• 1127-531-8104 OOFFICE F Cn�n4 41 NG Y /I(LL[ 2 = ti AT FOUNDATION BEAM TOPURNTOTOPCAP EAVE BEAM ,n CAP - E1 z AVE'T E BEA L.I SECURE TO BEAM 11Th 1" X 2" OPEN BACK SECTION (SLOP ED, -- ��4 RECEIV4NGCILANNEL. T ATTACHED TO 2" X 2" X .045 \ 3 4#10 X 3141"TU 1TOP CAP WITH #10 X 2" SMS c� 24" O/`' } PURL.IN-2-X3X..050 31:10 X 3AI'l EA SIDE TO PURLIN t 3 OR CONTINUOLIS..-SNAP , OR INTERIOR CONNECTION / •� 4-4l0 X2"SMS ! INTO SCREW BOSSES.OR j 2" X3 ' X .045.SPECIAL EXTERIOR CONNCETION ATTACH I" X 2" OB ,.� C RECEIVING CHANNEL CL ' TOP CAP TO POST WI `' i� 3"X.045X2"LEGS SECURE TO COLUMN WITH RECEIVING CHANNEL. 1 .. 4910X 14"SMS BEAM "1"X.045 X 2"LEGS - 2-# 10 X 2" 1 3#1U X 3.4"PURLIN 2910 X r"BEAM EACH SIDE 2#10 X I"EA SIDE OF POST PURLIN. i - ` _- \ OR g ® 2X3X.045 INEER SCREW WITH SEE BEAM 4# ,0x2"SMS ® 3" X .045 X 2" LEGS RECEIVING CHANNEL �� y TO COLUMN CONNECTION THROUGH I X 2 INTO END POST 1 THIS SHEET -- SCREW BOSS �� ® 4# 10 X 3/4" SMS REC. CHAN. TO TOP CAP ��[IIJ PURL1N TO COLUMN L J 4# 10 X 3/4" SMS REC. CHAN. TO BEAIVj,rEACH SIDE EAVE BEAM TO COLUMN �•_�-:':.: : ;:.:: ��• CHAIR RAIL SEE COVER =.-. { SHEET FOR SIZE SECONDARY CONNECTION ' ' INTERIOR CONNECTION COLUMN BASE CHART 4#IOX 1 1/2"SMS I`•:`: - INTO SCREW BOSSES,OR COLUMN ANGLE 1/4X3" TAPCONS #10 X 3/4" SMS EXTERIOR CONNECTION (EA SIDE) (EA SIDE)* (EA SIDE) RECEIVING CHANNEL CLIP �� 045 x 2"LEGS 2X4 4 2��X2 X.093 1 2 3"DEPTH-3 CHAIR RAIL 2 X 5 2"X3"X.093 1 2 I `. -'..'` 2"DEPTH-2"CHAIR#1 X TOTAL 2 RAIL ® r 6 2"X4"X X.09 2 '� z COLUMN 2 X 7,8,9 9 2"X5"X.093 2 3 6 OX I" — E __ �� i:::. :'::- o .... *USE 1/4"X5" TAPCONS lvVHEN PAVERS ARE USED, 2 EA.LEG CHANNEL 1c�sP (.O3) ---` :-$c. R£1fifITHTRl $ IP$ ; SCREW REQUIRIN NTS - DENOTES SCREW 9,#8 X W SMS AT l"0.C. COLUMN BEAM 910(3'4 #12 X 3;4 PATTERN-NOT PRIMARY CONNECTION ' PER SIDE PER SIDE NUMBER OF.SCREWS „ ANGLE X2"X.093 EA SIDE 2 4 2 X 4 5 6 X . 1"_- O.B. 2R 10 X 3/4 EA SIDE SMS 2X5 6 7 SEE "SCREW REQUIREMENTS" U4 X3"TAPCONEA SIDE I 2 X 6 7 7 FOR NUMBER OF SCREWS, 0 ® e SECONDARY CONECTION-SEE 2 X 7 8 8 g "COLUMN BASE CHART" 2 X 8 9 9 EDGE DISTANCE AND C.TO C. SPACING J'?fi/rd A6M 2 X 9 10 ' 9 2 X 5 2X5 6 6 AND p sT FOOTING - a '� 8 i1\ 2X8 9 9 1111111! 2X9 10 9 t•�`'�Q ••. BEAM TO COLUMN 2 A 6 2 X 6 7 i �1 e�� �P .• •• ��i� LOCCATE /,N RNGLE f 2 X 7 8 8 •V1 '•�� - 24"U.C-MAX SPACING —J 2 X 8 9 9 ,s N �i: CONNECTION 2X9 10 9 :* BEAM TO- COLUMN 2X10 10 III 10 = _ 2X7 2X8 8 9 S DES ► - 31 CHAIR RAIL TO COE:[JMN 2 X 9 10 9 1 r�A I RICHARD WASILEWSKI !RATE 2 x IU I I 10 1 1520 CHATEAUWo0D7 DR. DD �i�SS/�� �9 CLEARWATER, FL 33764 �S�og �LVL=rl�iOb /�R PURLIN TO BEAM _ j R FLORIDA LECENSE 1558E SCREW EDG1 C.TO C. _ yyly 727-53J-8104 OFFICE 58Q=441 CE `; SIZE DISTANCE. SPACING ��JIJJ f�` 727=53i-3111 FAX . I FE►'.'.F.' s #10 3!8" "• 3/4': REV 11-2-09 SEALED FOR UC RAL #12 1f2" 1" a ,r SCREW PATTERN: 2 x7 HORIZ ROWS:_ a ROWS: 7 NO. /2 - r ' . .- 1 VERT ROWS: 2. ROWS: .� NO. /Z -— ® ® ® „ '® ® ® ®; LENGTH=2 2" X HEIGHT TOTAL: 80. ( 'to FOR EACH SPLICE PLATE) -- ` " & TWO SPLICE PLATES REQUIRED AT EACH SPLICE a SCREW PATTERN: HORIZ ROWS: ROWS: NO. BEAM SPLICE DETAILS VERT ROWS: ROWS: NO. (INTERNAL OR EXTERNAL) TOTAL: ( FOR EACH SPLICE PLATE) TWO SPLICE PLATES REQUIRED AT EACH SPLICE FASTENER SPLICE PLATE MIN. SCREWS/ SCHEDULE THICKNESS EA. HALF OF EA. DOOR EACH SIDE SIDE OF 2"X 118"STRAP BEAM SIZE SPLICE PLATE M MD BEAM�� 2#10X3"LAG SCREWS @EACH RAFTER 2 X 2 EXTRUSION HINGE LOCATION IDWAY BETWEEN BEAMS (S.M.B.) #12 #14 STHRp GHWS RAP'4"IN O ASCIA #10x2"SMS@12"O/C 2X2EXTRUSION 2X44 1/4" f 14 12 # G UGH RAFTERfrRUSS HINGE LOCATION X$ 1/4" 16 14 TAM @ 24"O/C I 2 2 6 I 1X2O.B.OR2X2PATIOBEAM ee 2 X 6 1/4' 18 16 OPT ONAL } FASCIA AND SUB-FASCIA - JIE.00ATION— MATH BEAM • SUPER G TI-MR L 1 f A" 24 20 2"X 2"X.093 ANGLE / 1.DOOR TO BE ATTACHED TO STP,#C•IURE WITH MIN TWO HINGES 4#10 X 3/4"INrd BEAM 2"X2 ANGLE 2 X 9 114" 26 22 2#10 X 3"SCREWS SEE"SCREW REQUIREMENT" 2.EACH HINGE TO BE ATTACHEGTO S1R WI JRE MINIMUM MIN 4#12 3/4" SMS E a THROUGH ANGLE FOR BEAM SIZE 3.EACH HINGE TOE ATTACHED Tb DOOR WITH AND 2 M 3#12 X 314"SMS 2 X 9 X .31 114" 32 24 AND INTO O GU1TER / AND NUMBER OF SCREWS 4.BOTTOM HINGE TO BE MOUNTED BETWEEN 10 AND 20 INCHES TOP OF DP OF DOOR _� PER SIDE.DATA ON"BEAM TO COLUMN"SHEET • 5.TOP HINGE TO BE MOUNTED BETWEEN 10 AND 20 INCHES FROM TOP OF DOOR' ,I EACH SIDE 6.IF DOOR LOCATION IS ADJACENT TO UPRIGHT A 1"X 2"X.044"MAY BE,FASTENED TO 211 10 1/4" All 28 UPRIGHT WITH#12 X 1"SMS AT I2"O/C AND WITH3"FROM END OF UPRIGHT. a� i _-(1.1 '�3� �$:?I°t$.���nB.6. :.•.. SUPER GUTTER CONNECTION TYPICAL SCREEN DOOR CONNECTION DETAIL NOTES: 1. SPLICE DETAIL SHOWN MAY BEROTATED MANSARD APPLICATIONS t;UI1Hu, 2. MAINTAI1I MIN. 1/2" FROM SPLICE PLATE PERIMETER TO CENTER LINE OF SCREWS .�'�c3�:P��c a 3.ALL SPLICE PLATES ARE ALUMINUM ALLOY Q. No 1I56\ 6061 T-6 XIREQUIRED THICKNESS (SEE TABLE)4. SPACE ALL SCREWS (3/4" MIN. LENGTH) ro 'I EQUALLY AROUND PERIMETER(STAGGERED IF NECESSARY) rt frIIIS I RICHARD YIASILEW51(f 5. SPACE#14_ 1"MIN.# 12 @ 3/4" IV IN AND#10# 5/8" MIN ♦ As 1520 cTER. FL O�DR. �l�9Sicvr vo R�tN CIEARWATER. FL 3 64 6. CUT TOP OF SMB_TO FIT TIGHT ALONG VERT JOINT. REV i -8-i2 �o�s�p�1 , �oRIDA ACC 1 as Jj 727-531-8104 OFFICE - 5D-4341 PHWaHt .LS_. �.. .' . REV 2**6-11 ]»� 727-531-3111 FAX 7. DRAWINGS ARE N.T.S. REV 3=1-10 ti Fcr REV 8=9-2008 SEALED FOR UCTURAL STRUCTURAL ITEMS SIZE TH'KN'S SMB-H-S ROOF BEAMS Z XS X O t'p 2, aLl END POST 2X_ X0,�0 _ FRONT POST Z XSX Oho H EAVE BEAMS 2-A3 X O 5FS� PURLINS z XZ X O SFS' Al HOST CHAIR RAILS ZXZ.X O�S j/ 1 9'-6"- � I �9-6 I BASE PLATE /X X O'fO _ �xz. I I x p I J H CARRIER BEAM 2.x 8 X O c Z ___ d x = x I I X .J d �✓ ti I EXISTING PATIO I ti N. �+ 1 xi I I lxv W POST 3X 3 X O93 f/ ------- -- -- -- -- /XZ- PANS CrOMPOSrL 3XqB XOZ k ZXy fQo ------ -- -- �GtjG ZOOD OIL CBvAL zA___ ____ _________ - - ,2- 75 / I w o MATERIALS ALUM ALLOY 6005-T5 w 3X3 NOTES 1.WORK THIS SHEET WITH ALL OTHER SHEETS IN THIS SET 2 G C-B• X8 G$ i W \ ; W NOTIFY ENGINEER OF ANY CONFLICTS W It Z,XJ e�-� \ ZX2- , I 2.ENCLOSURE TYPES a X k � a Cp14 ssT4 FLAT ROOF MIN SLOPE 114"l FT N GABLE I L [ SCREEN MANSARD HIP ENDS _ I J MANSARD HEIGHT:3-FEET UNLESS NOTED GABLE-GABEL ENDS 9'-6" PLAN = 9'-6" $.rea GABLE-HIP ENDS Sca6ar✓30`GABLE HEIGHT. Contractor: O�p1� Job Name:HARNESH x a �,\.G \�Q\ 0� MARVIC ALUMINUM Address:6569 SIVERADO RANCH 16'KP. 1 xZ C,OD�NPR-s-(`( ♦ Ci /Coun ZEPHYRHILLS � \' ••• C EN cP•�� — 42' \N P'� 0 5 �� State:FL Zip:33540 ELEVATION Thi nit a andard RICHARD WASILEWSKI,P.E. �'y3 • is ibPAL9job. 1520 Chateauwood Dr DOORS MAY BE RELOCAZ A. � Clearwater,FL 33764 PROVIDED POST SPACING I A �� CHANGED •. .... ``�� FLORIDA LICENSE 15586 FIELD VERIFY ALL DIMENSIONS �� Q 727-531104 Office WIND BRACING TO BE LOCATED IN ` 727-580-1341 Cell FIRST OR SECOND BAY sL led for Structural 727.5313111 Fax cI' I l3 1 DvSIGN DATA FIN GR FIN GR PAVERS Y _ 4#10-5/8"SMS FLORIDA BUILDING CODE 2017 SIXTH EDITION f EACH SIDE- D c 8 L� PLATE CONNECTION WIND SPEED V /__1 0 6#5 BA 0 3"C ° _° 6x6x101D WWF CLEAR) 1#5 BAR(3"CLEAR) -2X2 WIND BRACE SURFACE ROUGHNESS FOOTING WITHOUT PAVERS i - FOOTING WITH PAVERS > / F OR p FIN GB- FIN GR. PAVERS U // 2X2 J`ii PURL INS r? RISK CATEGORY CONNECTION PLATE a - LENGTH=8" H \ d WIND EXPOSURE CATEGORY o n -EAVE BEAM THICKNESS=1/8" Q \ MAIN(SEE LV 1#5 BAR i#5 BAR P, \\ DETAIL) BEAM m INTERNAL PRESSURE COEFF. NA w (3"CLEAR) w i (3"CLEAR) WTh1D BRACE CONNECTION \ RIBBON FOOTING RIBBON FOOTING WITH PAVER (ROOF SYSTEM) TYPE OF STRUCTURE OPEN NOTES pa DEFLECTION SUPPORTS L/60 ALL OTHER L/120 FOOTING&SLAB .045 RECEIVING CHANNEL 2#10 SMS TOP&BOTTOM TO WEND BRACE GENERAL+ L NOTES o FOOTING&SLAB ALREADY EXISTS u T=THICKNESS I IN 4#10 SMS TO EAVE BEAM -- ! I SCREEN 18/14 ', FOOTING&SLAB ARE PROPOSED D=DEPTH= _5 _IN P`JRLE I&POST SPACING VARIES {2 ALUMINUM EXCURSION ALLOY=6005-TS ._.- Q' F 3 THE SECTION MODULES SHALL BE AS SHOWN ON THE PLAN ❑ PAVERS EXIST W=WIDTH= 8 __ID 4 SCREWS:ALLOY 2024-T4 OR STAL LESS STEEL 5 BOLTS:ALLOY 2024-T4,GALVANIZED OR STAINLESS STEEL o PAVERS ARE PROPOSED r, CONTRACTOR TO 6 ANCHOR BOLTS:GALVANIZED OR STAINLESS STEEL VERIFY EXISTING CONDITIONS-NOTIFY 7 CONCRETE:COMPRESSIVE STRENGTH 3000 PSI AT 28D 0 FOOTING DEPTH EQUALS SLAB T HICKNESS-EM- TI IG ENGINEER IF DIFFERENT S REII3FORCING STEEL:GRADE 60 AYS CORNER POST jjU-COLUMNS 9 SOIL BEARING PRESSURE:1500 PSF(ASSUMED)CONTRACTOR TO ❑ FOOTING DEPTH EQUALS SLAB THICKNESS PROPOSED VERIFY 10 CONCRETE ANCHORS:TAPCON SLEEVE ANCHORS OR EQUAL(2" NOTES: 2X2 WIND BRACE EMBEDM'T INTO CONCRETE 1.THE FOUNDATION'S SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 11 CABLES:1/8"S.S WITH CORBER ANCHOR&9#10 SMS 1500 PSF.BEARING CAPACITY OF SOIL SHALL BE VERIFIED PRIOR TO PLACING THE SLAB EAVE BEAM 45 DEGREES- 12 CONTRACTOR SHALL INSPECT THE EXISTING STRUCTURE TO BY TEST OR A SOIL TESTING LAB THE ADEQUACY OF iTIE STRUCTURE TO SUPPORT THE 2.TEE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS ROOTS AND COMPACTED -, • _ / SCREEN VERIFY? OF T.E NEW STRUCTURE LT'MER ALL CONDITIONS. PRIOR TO PLACEMENT OF CONCRETE W TD BRAC:E CONINECTION I �\_ I =' ) 1 1 �R 3-NO FOOTING OTHER'CHAN 3-1/2"(4 NOMINAL)SLAB 75 REQUIRED EXCEPT WHEN ROOF SYSTEM) .J 18,14 T+ Si-f EXISTING WOO)) EMBERS SHALL 3E 2"THICK AND IN GOOD ADDRESSI'ivG EROSION UNT I iT FROJECTIONFROM THE HOST STRUCTURE EXCEEDS 11$"ROUND SS CABLES(1750 LBS AT; CONDITION.CONTRACTOR TO RETAIL I AN ENGIi�BEI TO PERFORM 20'-0".THEN A FOOTING IS REQUIRED.ALL SLABS SHALL BE 3-112"(4 NOMINAL)THICK- CORNERS NOT ATTACHED TO BLDG: A FIELD INSPECTION IF THE CONTRACTOR BELIEVES THE 4.MONOLITHIC SLABS AND: OOTINGS SHALL BE MINIMUM 3000 PSI CONCRETE WITH CONDITIONS WARRANT. 6X6-10X10 WELDED WIRE MESH-A76 lV OPrdeW C�I?NER r A Tfl P TAT I I3I�ACINO 5.IF LOCAL BUILDING CODES REQUIRE A MINIMUMFOOTING,NOTIFY ENGINEER 1/87"X 7"ANGEL NOTE-WALL BRACING 9#10 SMS 1/8"CABLE- TURNBUCKLE 5"X 1 1/2"X 1/8" CORNER CABLES SHALL BE EAVE BEAM CABLE TURNBUCKLE - / ALUM STRAP PLATE USED ON ALL WALLS NOT CORNER -- DIRECTLY FASTENED.TO POST - ALUMANGLE3X3X ° -45 3"X 4"SLEEVE ANCHOR 45 .I25 X 5" TEEHNODUSE. CABLE SHALL R DEGREES i 3"EMBEDMENT OaQ) 45 DEGREE CABLE TRINIBLE AND WASHER DEGREE SLIDE LEG UNDER SLAB AT TO` I s . 1T+ — °` N •s°• �G E N - �i� 318"EhE$OLT W1T1I 4; O .:, —� 't a. e. - _ _� i 6:. , e a $ IC4CC •S � BOUBLE NUTS ' �- --• ': 5"X 1 1/2"X 1/8" � "' f <� -• - 5/16"ANCHOR B C LT �T ",IaI'ACHED S CABLE CONNEeTION ALUM STRAP PLATE CONCRETE (EXPANSION BOLT) 5++ Im : • AT CORNER: 5/16"ANCHOR BOLT MONO-FOOTING (2"EMBED.) �.A; S.r T (EXPANSION BO}T) (2"EMBED.) A 1RICHARD WASILE MI R. JOB p CABLE CONNECTION CABLE CONNECTION E • 520 CHATEAUW00D D _�° CABLE CONNECTION — sTA N CLEARWATER, M33764 ADDR g S/cllEr2f�Pd AT FOUNDATION -AT FOUNDATION AT SLAB �i'S �� FI 0RIDA F 15586 ^00&4 �C3c. 'P 27-531-8104 OFFICE 580-4341 CITY: 727-531-3111 FAX STATI�yRR�i s___ TOP CA Era E BEAM PURI..'N IU IOPCAP EaVE BEAM SECURE'ri?B[:AMWIi'il. 1" X 2" OPEN BACK SECTION (SLOPED} RECE[VING CI o45 LANNCI.. X. LEGS ATTACHED TO 2" X 2"X .045 4#10x3:4"TO TOP CAP WITH #I0 X ? SMS @24" O/`' PUP.L.IN-2X3X..U50 3#lO X 3 4"EA SIDE 1'O PLIRI.IN - OR CONTINUOUS.SNAP, OR INTERIOR CONNECTION 4-710X2"SMS i 2" X 3" X .045:SPECIAL .' L y INTO SCREW BOSSES.OR { EXTERIOR CONNCCTION - ATTACH I" X 2" OB RECEIVING CHANNEL CLOT TOP CAP 3"X.045X2"LEGS SECURE TO COL.UMN WITH RECEIVING CHANNEL TO POST Vijl i.i f �, 4i110X 3:4"SMS BEAM 3"X.045 X2"LEGS 2-# 10 X 2" SMS- -...-3#10 X 3:4"PURLIN 2I+10 X I"BEAM r / EACH SIDE 2#10X I"EA SIDE OF POST ® g - PURLIN ` WEER SCREW WITH ZAZA045 " sEE BEAnn 4# to xr'srts �. - ® --3" X .045 X 2" LEGS RECEIVING CHANNEL f 9 TO COLUMN CONNECTION THROUGH 1X2 INTO END POST rr ' THIS SHEET SCREW BOSS `i 4# 10 X 3/4 SMS REC. CHAN- TO TOP CAP�� @ PURLIN TO COLUMN 4# 10 X 3/4" SMS REC. CHAN. TO BEANL--EACH SIDE CAVE BEAM TO COLUMN CHAIR RAIL SEE COVER f .':..: :.:...'•�� �� SHEET FOR SIZE SECONDARY CONNECTION ;,.. COLUMN BASE CHART INTERIOR CONNECTION �:, -:= • 4#lOX I lit"SMS f' .'. ..: $ .:: INTO SCREW BOSSES,OR COLUMN ANGLE 1/4X3" TAPCONS #10 X 3/4" SMS i�•�:•":-•��:-'�':�� : I EXTERIOR CONNECTION (EA SIDE (EA SIDE * (EA SIDE RECEIVING CHANNEL CLIP �, '- 1 -045 X 2"LEGS - 2 X 4 2"X2"X.093 1 2 f, '. . 3"DEPTH-3"CHAIR RAIL u " r L 2 X 5✓ 2X3 x..093 ? 2 f 2"DEPTH-2 CHAIR RAIL ,r " G#1OX 1"TOTAL p 2 X 6 2X4 X-0933 2 J f;•';:; ;'. `-:.:. i� 2 COLUMN 2 X 7,8,9 2"X5"X.093 2 3 2 EA.LEG CHANNEL _--_-J J 'USE 1/4"XS" TAPCONS WHEN PAVERS ARE USED /6 &,rc-(o-o) SCREW REQi R!��;ANTS DENOTES SCREWSCURc; V/,rH T,e,M S'721�S -#6 X ✓L z S S142 COLUMN BEAM 910(3.14 #12 X 314 PATTERN-NOT RIMARY CONNECTION PER SIDE PER SIDE 15 SDI ?C2"O-B. NGLE Z"X2"X.093 EA SIDE 2 X 2X4# 5 6 NUMBER OF•SCREWS #lox 314 EA SIDE SMS 2 X 5 6 7 SEE "SCREW REQUIREMENTS" 4 X 3"TAPCON EA SIDE SECONDARY CONECTION-SEE 2X7 8 8 FOR NUMBER OF SCREWS,"COLUMN BASE CHART" 2X8 9 9 EDGE DISTANCE AND C.TO C. 2X9 109FOOTINGd .409 J7OSg' 2X5 V 2X ✓ 6 � s4,�� SPACING 2X7 8 8G �.�2X8 9 , 9 �` �• O 1 +6 z X9 ►o : `,rr; .*=BEAM TO COLUMN /n"1 APCUNS / 2 X`t, 2 X 6 % = 7 '* • &24"O. . AX SOM POSE 2 X 8 9 9 • : •��CONNECTION K 2a"U.C.MAX SPACING "�• T OF .•�U. BEAM TO COLUMN _ z x IO 1; 90 • •.'� ��`;`'� CHAIR RAIL TO COLUMN 2X7 2 x s 8 9 THIS DESI `1 � , 2 x 9 10 9 THIS JOB. I Y13�A RICHARD WASILEWfSKI �JOB NAM V PURLIN TO BEAM 2X ►0 II 10 STANDARD 1520 CHAIEAUW00D DR. ADDRE S•.S-f_E_R'00 lq CLEARWATER, FL 33]64 nuurct FLORIDA LECENSE 15586 SCREW EDGE C. fU C. 727-53]-8104 OFFICE 580=4341 CCL CITY: L' PM1'I�ylc4S SIZE DISTANCE.. SPACING 727-531-3111 FAX RESTATE: TIP V 11-2-09 SEALED FOR S TURAL #12 1;'2". : I" ETII 1T7 SCREW PATTERN: 2.X HORIZ ROWS: Z ROWS: S NO. /2 .. iI ] VERT - ROWS: Z ROWS: S NO. /z ® - ® ® ® 1„ TOTAL: lO`f. 3 2 ® ® (D ®; - LENGTH-2 i X HEIGHT ( FOR EACH SPLICE PLATE) t7 4�- 1 TWO SPLICE PLATES REQUIRED AT EACH SPLICE] .. SCREW PATTERN: HORIZ ROWS:-- ROWS: NO. BEAM SPLICE DETAILS INTERNAL OR EXTERNAL VERT ROWS: ROWS: NO. ( ) TOTAL: (-- FOR EACH SPLICE PLATE) TWO SPLICE PLATES REQUIRED AT EACH SPLICE FASTENER SPLICE PLATE MIN. SCREWS/ SCHEDULE THICKNESS j EA. HALF OF EA. EACH SIDE SIDE OF DOOR 2"X 118"STRAP BEAM SIZE SPLICE PLATE py g NBEAMS 2#lox 3"LAG SCREWS @EACH RAFTER 2 X 2 EXTRUSION HINGE LOCATION (S.M.B.) #12 #14 THROU HTHI/4"X2"LAG #10X2"SMS@12"O/C 2X2 EXTRUSION j THROUGH STRAP INTO FASCIA 2 X 4 1/4" 14 J 12 # G °UCH RAFT@ 24"OSS 2X5 ✓ 1/4" 16 14 TArL @ 24"O/C 1 - HINGE LOCATION i 1X2O.B.OR2X2PATIOBEAM e" r (I OPTIONAL I A FASCL?AND SUB-FASCIA I HINrE LOCATION E 21���7� 1.f4" 18 16 � �1 2 X ! 1/4" 20 18 MA1N_nE4M —f -f SERC:_—IER — --A L 114" 24 20 2"X 2"X.093 ANGLE 2"X 2"ANGLE 1.DOORTO BE ATTACHED TO STRp-TURF WITH MIN TWO HINGES 4#.10 X 3/4"INTQ BE.M 2_EACH}uNGE TO BE ATTACHED•tO STRUCr ORE w1 Ti i MIN 4#12 X 3/4"SMS 2 X 1/4" I 26 22 2#10 X3"SCREWS SEE"SCREW REQUIREMENT" THROUGH ANGLE FOR BEA&SIZE 3.EACH HINGE TOE ATTACHED 7:0 DOOR EENWITH10 M AU 3#12 X 3/4"SMS 2 X A X .310: ` 1/4" 32 24 AND INTO GUTTER AND NUMUER OF SCREWS 4.BOTTOM HINGE TO BE MOUNTED BETWEEN AND 20 INCHES FROMTOP OF DOOR EACH SIDE PER SIDE.DATA ON"SEAM TO COLUMN"SHEET 5.TOP HINGE TO BE MOUNTED BETWEEN 10 AND 20 INCH'S FROM TOP OF DOOR p 6.IF DOOR LOCATION IS ADJACENT TO UPRIGHT A 1"X 2"X.044"MAY BE FASTENED TO 2 X 10 1/4" - 40 28 UPRIGHT WITH#12 X 1"SMS AT 12°O/C AND WITH 3"FROM END OF UPRIGHT. SUPER GUTTER CONNECTION TYPICAL SCREEN DOOR CONNECTION DETAIL_ NOTES: - 1. SPLICE DETAIL SHOWN MAY BE= ROTATED �e���,0�W r►'��i��i MANSARD APPLICATIONS `��.�p.A G •. ��F�ew . �ww 2. MAINTAIN MIN. 1/2" FROM SPLICE PLATE ti� 1 F•••:ems wo PERIMETER TO CENTER LINE OF"=SCREWS 3. ALL SPLICE PLATES ARE ALU EI UM ALLOY • • 6061 T-6 X REQURED THICKNESS (SEE TABLE) �!��:•• �r F :,c�` 4. SPACE ALL SCREWS (3/4 MIN. LENGTH) EQUALLY AROUND PERIMETER(STAGGERED IF NECESSARY) THIS } �s WgB p t RICHARD WASILEM.� JJ NAA4 *,Eo M 5. SPACE#14 1 MIN. # 12 @ 3/4 MIN AND#10# 5/8 MIN STANDARD J ► '� 1520 CHATEAUWW6 DR. 1ps�p��L1/LC/�/�Op p 6. CUT TOP OF SMB TO FIT TIGHT ALONG VERT JOINT. 1-8104ATER. S 3'1 s4 ADDREESSSS - REV 1�8-12 '� FLORIDA LECENSE 1' REV 2+ 6-11 \ 727-531-8104 OFFICE - $6D-4341 TY:. 7. DRAWINGS ARE N.T.S. REV 3-41-10 V 727-531-3111 FAX STATE: f , F�- REV 8-9-2008 SEALED FOR SRICTURAL - 3#8 X'314"SM$WITH 1/2"WASHER � E EACH PANEL(TOP&BOTTOM)WITH SEALANT. .063"EXTRUDED OR BREAK FORD COM POSITE ROOF PANES H AI)E12 INTALL(4)SCREWS WITH 11.12"FENDER wASHER PE t PANEL SPACEAT 12"OIC 1#IQ�2"SItdS OR - { 114X2'114" STOOD E. LENGTH=1f i12" SCREWS,@ 12"O/C1 —_ ..• E BM Q S ur RESIDENCE . C I k BEAM FASCIA(UST) ' '—I'UI IN f TRUSS flR 4 R, ~ . I 1 =.e• T I(3)3f4°• S PRRPANEL p MAINPEAM cocTrOITOEDEBMOk " I#:125 REC.E -SC REQUIRE S. CA R 1f: -TIM- 14'.. MS. 6' ()IC- _ SEE TABLE-BEM TO,COLUMN CCNNrCTIoNSj 11.2 BEAMSPACiNG WITH2#1 SMS 0 Ffi s3`'F35.,t]i i } 3 11:,i.i..'7 .[i ir2D I° OR 2-318"T t E BOLTS .. . 3 12"WEDG BO T -3112"EMBED =°cOMPOSITE ROOF TO POOL ENCLOSURE kND HOST V • I •• CONNECTIONREQU NT'S CO4BCTORTO CONC.WALL CONNECTOR TO WOOD GA1� .$I 9ssseo�y R MALL :. . : >. ♦♦s� Rfl WASH so,, CARRIER BEAM TO EIEBMEIaT S₹ BL01) P t }3E SI2E CONNECTOR 2"TA'CON. , ': EMBEDMENT _ FR TALL OR e♦♦G�• ��C E Ij/U� S1vI8 EA SIDE 3R POWER BOLT 2:If2' :: C U WALL TIEB. �' :• �' F •.S . IQ_RQID NQ. EQ -=r - * • 0 155• 86 .� 4#12 4=3l$"TAPCON 3=114"LAG. . 24 �I 5 #12 4 318":.TAPCQI�I: 3 .1I "LAG:: t,.. :O• ATE OF -�: - 2X6 5 I2 4-318"TAPC€fI�I 3=1f "1.Afir i��, O•P•.•;��/,�� 2X7 5#.12 4=318'TAl'e© . �. 3-114"LAG [,� ♦ s#l�t.� 2X$✓ 6#14 4 S1�6"DO_. y.,.`Bt3LT 4-3lSO u: ''' n, v Cl11r I3f11 �� �iSGfi[4€25 :1!!{, - { 6#14 4=5/16 P0 ER BOLT 4-3f& .AG a 2X3 .:. :.......: : . ? L' ? :�.� G 1I RBO T 4-31W .AG POWER SLvr2RDo 5#14 4-5/16".,. 2XI0 A �3 ". �} 2 2:X2 0,15 A1TGEE(EACI SE3E CDF BEAM)OR _ _3 Ag-�s., 1. r-- . :. - ` ' „fiOTAL�,E�TGIi`T::IS 1.1,ESS THA�'BEAM DEPT'�L