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Home My WebLink About23-7293U-ity--651- ep yr s 5335 Eighth Street Zephyrhills, FIL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BAR-007293-2023 Issue Date: 12/01/2023 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. Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PEPT OFFICE0 'I'll �,IIJJII l =11jl 1111,� AW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received hone Contact for Permitting I( S) 3 ) yof 35 &1 Owner's Name Daniel Price Owner Phone Number 813-401-7358 Owner's Address 5014 20th St, Zephyrhills, FL 33542 Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address I 5014 20th St., Zephyrhills, FL JOB ADDRESS LOT SUBDIVISION Summer Hill PARCEL ID# l :01:0:0-00000-0030 :2:::2:6:-:2::1 - (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR SIGN DEMOLISH R 8ADDIALT INSTALL REPAIR PROPOSED USE SFR COMM OTHER F_ TYPE OF CONSTRUCTION BLOCK FRAME F_X] STEEL DESCRIPTION OF WORK Screen Room '2— J BUILDING SIZE I 10.5x23 I SQ FOOTAGE 242 HEIGHT caa 1TVL1Ek4UxALxx# xx =BUILDING L 15,000 00__] VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ AMP SERVICE PROGRESS ENER Y W.R.E.C. =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION q f =GAS ROOFING SPECIALTY = OTHER 15 4 N1 FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO I BUILDER COMPANY Advance Aluminum and Screen, Inc. SIGNATURE REGISTERED L_Y_! N FEE CURREN E= , �?Nk Address t k-, License # ELECTRICIAN COMPANY SIGNATURE REGISTERED Y / N FEE CURREN L_y LN__j Address License # PLUMBER COMPANY SIGNATURE REGISTERED LYIN_j FEE CURREN Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN L_Y_/ N Address License # OTHER COMPANY SIGNATURE REGISTERED L_yj N _J FEE CURREN L_Y_LN_j Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & I dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction, Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AIC upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-002 i 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 Olean restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the Sewer 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, halh 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 Divislon--l-bensing 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 he responsible, If you, as the owner sign as the contractor, that may be an indication that he is not property 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 most 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 7113, Florida Statutes, as amended): If valuation of work is $2,500,00 or more, I certify that 1, 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 "oemeri'prior to commencement. CONTRACTORWOWNER'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 jaws 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 agarries include but are not limited to Department of Environmental Protection -Cypress Bayheads, Worland 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 foIlowing restrictions apply to the 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 Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume' will be submitted a, 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 We application, A permit issued Shall be construed to be a license to proceed with the work and not as authority to violate, cancel, after, 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 pions, 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 cusses for ninety (90) consecutive days, the job is considered abandoned, %�btry Public Commission ',ffi Commission No Namat pT_N0_(.jWped. printed or stamped BRENDA R, HATCHER My COMMISSION # HH 4116006 EXPIRES: October 27, 2027 0,11%,211MIS041 0 LEM=, Raine'pTNgisrij -typed, pn7r red 6r_s firnqsd___ BRENDA R. HATCHER MY COMMISSION # HH 4 116006 EXPIRES: October 27, 2427 SKETCH OF SURVEY TYPE OFSURVcpY SoUNOI?Ry Legal Description 42' LOT Lot 3, SUMMER HILL SUBDIVISION, 276, N,39'57'20-E 17401' m� FIT 1/z - FDI N,595255"E 714.00' P. LR, j 107 according to pla.t thereof as A - recorded in Plat Book 111, Pages 7/2' R An 14 38-39 of the Public Records of I 91 Q) Pasco County, Florida. A,�C ova 25,4' Property Address: r4) 501� 20th Street LOT 44-111111S, Florida 33542 O ENTRY IR L 23 26, ~AMEA L 0 C� 2-30 FD' 112- 1. R '41 w Q) S89 U, -4- Ip S89�55'20""W 113-22' P, 6; M NAIL & SOUTH AVENUE OISR 40 0 20 40 4214' M. JO' L`?/Vr" PER PLA T G"tAplflc SCALE (1z' Feet) 1 ME't, = 40 ft. qENF)y,jL/V0TE-3 [EGAt 27 U"IDERGROLIQF[ATURES SLICP AS IIOROLSVEI%E IFICROACK1ENTS 'r,',V-1A1A0A1S.EGEND LIATIC;vs OR L""TEE N`I�X`STENlr iVEWAI07 LOCATEDA$ A FARTOF THIS SURV, Y, — J; 77E5 ARE 70 i,IEFAOE OF THE IJqI AND AREND T TO 5-r- USED TO -NC AR CONCIT.,01-IS N. NORTY 0411 WENAT 8,4 SE40WREFER-INCE IVISD NAIL & DISC SEC SECTION DO NOT„ bjD5jN E, 4� 0 ViFRHA� G UVILZS$NO TED, C CALCU�DFO MR� NCw'e4111At FEZ TEb5PICIE FACU 'OPOP&WR' 4) AD R2SICFO-0 NTsXA I Y ONOV PROASR'ff CORN-8iS UALESS 0,-,ERyLSA ShODN, ONC COREIT 51C NES 7X 7RAAW-ORAER OW00ONS TAX9 AIS45URED UNLESS Or,.ER.//,FE 5,ovjv CIUCU1.1SO ORR p OFFICIAL RECORDS ROOK PLAT lyIYRIALI eDI,"CE SH, ow'v YEPEa" ARE REFERENCED TO INS 5 AE VOTED S" - ' -Iff CA711 CABLE FLEtlaIDNRI65p p S PLArSOOK Ui 4:-Z1OY&,SaSAT 71 SUR AE- TLD R O4FORA IS A 'a OSEQ CEO W-.TRc G,l A. CB CIORD F.0 POINTOF Cqi`X'ORE IIESI '�, 6/ Ni$ SURAFY5. REP ThEPARCES CH CHORD RCC� POINT OFCOIIIPOL'�, -DRE 'EA TER VE CURV,; 1E7 EPNERFOA. C "VE' E`iE Coll, CONNER POP PERMANENTCOVROLI POINT Sy"30 D DESCRIPTION OR oj�EC D, aRAWAGEZA T pl- FASE - i—K'ERL'vf it, GLz -1 SEMEA _V1179N PK POINT OFI`r_�RSFCTION O�5`VTRA 1, ANG150,I, PARKM-KAT.ONMAIL C�F iF"OFS F AWY V -sRFNOTDF1R4DkWA.1A E�EII EIEIIATiCly FOU CO1111CqETE POWTONi Vf� 1, 4TII�V R "ee TeP�C� �� X 0 S� EAST pp� CONC 94OC9;iN-' E bV17T PO�INE 00�.RCDARFA 6OUNDAI qES SLIR FPA 1�5T5ea? zDCECFP1VVdEN7 EDGEOFAIII-le pl O(YW"'L4 OHL ORIDEEVSOADEL-t'A 1EY TIA'A YFC DO jupsar-CAR L 31r VAR PUE SLED TR'- IIA VEER IOB Fow-GFREGIANIVC 1111C FENCE LZACENCISE N,' 7KiS SUR Li,D :N A CCCRVAVCE >LTI S 52/, 7,542 �QR A FER �15 Do 9, -114 1, 5 L mv7yHASE11e, V0C lkc. POINT S' C54J"E-wg'4zpr 0 OFERT'YCORII�' POINT 'IF REi ERSE CUR L-� 1�� 517E SSN,l ��-Af rlit DA 7F OF CFPTCX TOV �ASFW44Al DOR 11, F"'S'IF4 ev PRA, �Ysli POINTTANGE'aCy 'His SURIFYi., MORTGAGE 0� RR-`MAVC5P,1!R-OEE,� ONI, f RID IS FO IOUAD VKREfFNOF q EXa US; r� F" 7"S USE 3 Y T'JORF TO WHOM 17 IS CER OREC -t's $URVE-. AS No T ;p 1RONPIPE RAD RADIAL WOOD OZOK TO EF ASO '„^q GCnSTRUCODN PEpf'j'1TT',VG D ,ORANyor,S E hou R E WIT 7 1R, iRONROD RID F� WIL45POITIT LVOOC F6' ThE *VICIT, DO V�r-DF -,HE A TTESTING EARvaOF I, ARC LEND N R/R` IFOHT OF WA y t4) TNIS IS NOTANA!, TA/A(,'S/.T (AIC r/T, p SLIRIIF-NO HXVIA" 171 F 41,4S AV, IELDAIcASIARED S SOL7`1 QZ?17 WW-z 7 't-OF gy TIO 51-IRVO'CIR I',- MAWYENANCE ��, S� F"IEk' 1 7 %5-/ -,HESE LANE$ ,TA Y 8FSUZTCT TOO DEDICAT'ONR LAYTA TU11ER5S 7R;CTICNE We "VORT'Lim"ls4lc4m,'ER,-,CALOATUM19e8 Ira D. PhIc7,zs; RESERVA77ONS 4NIOM 07HERRECORDS, ENGJ5t6RA.,v SNOT I-OrIVON 'HE 1u T. 1929 NA77ONACGIFDOE,77CASRMA' DATUM I P�' '&to Title Agency, Inca, CP.S, Suns, fL00Q ZONE .17 American Title Insurpnoe, NA'D, 83 NORTHAAERIDANSDRIZONMI DATDAI iq&9 C,,njp9n7'- CapStOne .7yo m e SUBJFCT PROPERTY SHOWN HEREON APPEARS TO Be LOCATED IN FLOOD ZONE -x. FeR F.I.R.M. COMMUNITY aFinana:al AlUance, its Success, & PANEL NUMBER 12023540=, LAST VI DATE 2117,199, 8—SIOURVEYOR "KES NO GUARANTEES AS TO THE ACCURACY OF THE ABOVE NFORMATION, IT IS SUGGESTED THAT A FLOOD ZONE DETERMINATION NOTE, andlor assigns. BE VERIFIED FROM THE COUNTY IN WHICH THE SUBJECT PROPPRIV LIED THI, URVE�'SKE-,'CH IS COPYRIGHTED AIA TERIAL. 0 EASF.AVEN75OR RISHT�KAYOFRFDUAD OTHER T, OSEONRECORDFLAT �AV IN SHEET 1 Op I Dr— 81 PAI It j M-1- --- I -- 'I 2 TSYDIaTF � N REVISIONS Jrepa-d By 7192 WID SMAWBERRY RUN PHONE 407-365-3151 WDnTR GARDEN, FL 34787 407-336-3152 CEMMATE OF AUT!HO=A17ON LB7723 FAX I-88e-941-8789 �URVhYOR IFI N 'ERT C SC SUREE1,0D �' RT THCUNDERSIOASOREWSrERED ERFRYCE Yr THAT PYsDCCUMEVFL,s ODE, N A FOR 44 uy.ANU LAST DATE OF FIELD sumy; Z-22 -2013 -- SIGNATUREIRATE 2-25-2013 11 FOR F1 M PA TRICK K IRELAND, PmWstoneland SCrvs�,&'& jlapp& JV0 6g37 State OfFf,03 NOT V'LlDVI97HOUTIWSIGIV,4T4'RJFA,VDYHEOFIGI,VAtfmiSFDSEAk OFAFLORIVA4,TERSED 71 a BCIS Home Log In User Registration Not Topics Submit Surcharge Stars & Facts Publications Contact Us 8CI5 Site Map Links Search dProduct Approval bv, 4 USER: Public User r > > Application Detail FL # FL7561-R6 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@doki menginecring, net Authorized Signature Do Kim dk@dokimengineering.net Technical Representative Bruce Peacock Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 bpeacock@etitealuminum,com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Do Kim, RE, the Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 01/31/2025 Validated By James L. Buckner, P.E. @ CBUCK Engineering Validation Checklist - Hardcopy Received Certificate of Independence n n L Sg�pAf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 Product Approval Method Method 2 Option B Date Submitted 06/15/2022 Date Validated 06/15/2022 Date Pending FBC Approval 06/21/2022 Date Approved 08/09/2022 Date Revised 08/16/2023 mil FL# Model, Number or Name 7561,1 Aluminum/Aluminum Composite Panels Limits of Use Approved for use in HVHZ; Yes Approved for use outside li Yes Impact Resistant: No U� N 3"/4"/6"x0,024"x1l1b EPS Composite Panel, 3"/4"/6"x0,032x1lb FPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite Panel, 3'74'V6"x0,030"x2lb EPS Composite Panel, Installation Instructions LLZ5_§j_Rk._LLZU&FQ,C-LLijg inurn rp Stj It REYLPat Verified By: Do Kim, P.E. PE 49497 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: In HVHZ, not to be used in structures considered Evaluation Reports living areas per FBC Section 1616 unless impact protection is fL:/_5_61_F_t§_AL_FL_Z_56I Evaluation R Piailt_-2020 MC. provided, See installation drawing for nominal allowable Reyl,pdf design pressures and spans. Created by Independent Third Party: Yes CqDkd" ;: Z01AW- �toneRoad,_Mlaatawsmmpe_Fl._ManiC7-1824 Tie State of Florida is an AA/EEO employer, Copy Zight 2007-2013 _State of Florida ; 7 �rjvacy.Statement :: AccessibilityStatement:: B&N-ndsm-e--ent Under Florida law, email addresses are public rerords. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. -pursuant to Section 455,275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one, The emads provided may be used for official communication with the licensee, Ho"ver email addresses are public record. If you do not wish to supply a personal address, please Provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, KS., please click here , Product Approval Acceptsz M95 WORM X&THIM ELITE PANEL SPAN TABLES-- 1, Net allowable loods are permitted to be muWpffad by 1.67 to derive ultimate ab� in Ur' 4 tA, T MPIX A! 17,W4,13,, < 7) 912 7 9,Sv 11,4 ... . ......... GFNFRA1 NO'IFS 1, 0,11inposir c p�viels shall bt ;osistrticled using type 3003-11154 aluininum Ixmgs, t or 2 P0, adhcrc to alulmquin fticingsAnh Ashland (Aicinical 20201) ISO grip. Fabricauonto x by Lfiie panel pro ducts only in acc,oidance will-, lapprov,,d fabreanon mclhods, -B' lexiji nwng and aic, NFIR-50 I apeoved, Ildhe roufpancls mainuiin a t)L 1715 (inq,�Iass 1 3, Trrs spech`n-aior, has been desiiyed and ,hai be fsbricawd in a., cordonce wnh the iequiveintfnts of the Florid, Buildin,z Cu,tc -, Edilk'n (FBc),,:,eYa,0sj'e panels comr], yoith Chapti 7 Scc'iop 720, Chapter S Sec,ion S03, Class A interio- I-mish, and Chapter 26 Section 2603, All local building Qodt anseridrneiais shall be adhered to as Tequiied. 4, 1 be designers hall dinermine by acQepwd onginecring, pmeth e the allnwablc loids for Site spccifk W-adcondnions cInclu&llg keid combinatioEs) .isii, flic data from ffic load iablccs and pans in this appioval, .5, Defleclwn finul, and allowable spans have been flswd to meet 1:134 in; uding !he IMIZ. In HVHZ, this product sliall to used in sArkidures "nol to bc onsidcrcd Jwing arcas" pci Scctlon 1616uniesv impac, In acco7,hince to the f l V f V ;1equirements ais, n1cl, 6. S�af'cly factor of 2M ha, pep ued at de%elop pal ovrcable loads and spans Hoin teming i;l accordance to to Cjtfidelfiws f'or Aluminum Sliuc!urcs Pet, 1 and vonfinins 01, the FBC Chapter 16 and 20. 7. testing fias b c(,,jjducjcd ii, accordajice to AS FNI L72: StTenglh 'Icst of Pand's l3widing Cojtslructon, 8, ROcrunce test rcpc�s: I ili'l 1-05- 1988, IIF 11-062104, MA 1-06-2066, HF-H-06-2105, HUI 1-06-2067. HL 11-05- 1002, HIA I- fbv,2'[n7, iJF I'l-n5_1987, 14L 11-06-2069. HE 11-06-2070, HEA 1 1 2071 -()7j, 1 IF 11-05-1944, HF,'I 1 05-1991. HVT 06 1IL Fi-06-2073, HUN -06 2074. IIETI-05- l 994). 1 IF-71-05 1989. 1 IFT] -05-1993, 1 IETI-05- i 985, 1 IE 11-05-19951 1 iL I-o5 1990, 1 IFTI-05- 199T III -A 1-05-2037, 111-4 1-05-2029, HF'1-1-05-2039, M711 -05-200, 11171-05-204 1 , ITETI 05-2048, 1 [Ef I - 05 2036, 1 IF 1'1-0,5-203 1. HE H-05-2038, HE3I-02065, fif: 1 1-05-22040lit 11-05-2042 9, I-ine& interpoianon shall be allowed lop Figures Within liar tables shown, 10. Panels with ten beanls shall be consiclered equivalent to sinidar panels without !an bearns, Design professionals :nay aiclude DO KIM F, ASSCMATFS. LLC CONSULTING STRUCTURAL ENGINEERS P3 Box ill)339 T-D. FL 33679 Tei ReujDaka_ ;7 y Von 64 _1tjM T/11-rlY, b6 PP-5R1,77111- 'Sis"ert Aoq rw Mxxtt - A, Uvr AIF-G -a > 0 of >1 z to aza ?. S2 .2 -i5 W (n CL co Z a 00. - 0 tL 0 0� 0- 0 (> Z fku 8 0 _j to to W E 7x LU 0iL K:NG cl*CKEDBY DYK A-E AS 5 K 0ye, ID =.0,000-00 (), --A -DAIE2/,S/5X ,_-Et? P M 1 4 011* 4;DTH NI'LR' _jC<7 ui o 0,0 00 0 0 0 0 0 0 0 000 0 Zs -ps - OR z-,Rr !1 0 0 0 a '0 o 0 0 0 0 0 0 0 0 0 um K, T cad0 0 0 0 0 0 A "NbWUR LF RilC:JRD L '.ill i 0 2o c, Oi�c: f IONS Ot 0 36'��N i RON 1, 0 C S-PICR'ING STRUC'�� DE i"TA1, 00 D lei N) S It 00 {Sr' MAX �v, Si - JCS 7s N INI Do by D, -FL-1001 Drawing No. EPS ROOF PANE .I SPAN DESCRIPTION Kim SHEET 1OF I SCREENED ENCLOSURE ENGINEERING DESIGN AND SPECIFICATIONS FOR PERMIT APPROVAL ENGINEERING, INC. CAN #7457 rp PO Box 1566 Valrico, Fl 33595-1566 813.741 .21 09 (office) 813.655.0061 (fax) c' Ralph E. Remmert, RE. 39610 "75 CZ for ADVANCED ALUMINUM AND SCREEN INC. 1 All Aluminum shall be 6005-T5 with a minimum wall thickness of 0.046" Note: Kickplate thickness to be a minimum 0.024". 2) Aluminum shall have an E=10,000 ksi and Fy ® 35 ksi 3) Screws shall be self -tapping and conform to ASME B18.6.4 specifications. 4) Soil Bearing Capacity Min. 2,000 psf. 'ail.01 51 ff rf; POBox 1566 Valrico, F1 33595-1566 813-741-2109 Ralph Remmert NO, 3A610 2023.11.02 STATE OF 0 R D 08:39:42 -04'00' This item has been Electronically Signed and Seated by Ralph Remmert, Florida P.E. #39610 using a SHA-1 Authentication Code, Printed Copies of the Document are not considered Signed and Sealed and the SHA-1 Authentication Code must be verified on any electronic copies. These Standard and Plans meet the 7th Edition (2020) Florida Building Code Structural Members comply with the following loads. - Horizontal Pressure on Windward Surfaces: 27 lbs1ft2 Horizontal Pressure on Leeward Surfaces: 21 lbslft2 Vertical Pressure on Screen Surfaces: 8 1bs1ft2 Vertical Pressure on Solid Surfaces: 23 lbsl-ft2 Primary - 300 lb. Concentrated Load applied vertically downward along any I foot of any member not occurring simultaneously with wind loads Secondary - 200 lbs Concentrated Load applied vertically downward along any 1 foot of any member not occurring simultaneously with wind loads *APPICABLE WIND SPEED ZONE: 140 mph RISK CATEGORY I - SUNROOM CATEGORY I EXPOSURE B Aluminum frame of enclosure within 5'of a swimming pool waterline must bonded per the protocol and specifications of the Electrical section of E 2X3 TOP PLATE T P) 2X2 (A) L-T I I 1 7'-O"_____I ELEVATION (�) CLAN PRICE 5014 20TH ST. ZEPHYRHILLS, FL PLAN VIEWS 6'-,3 6'- 3 " 6'-3" _j 25'-0" ELEVATION 2X3 2X2 Ljj - L CK- IREDIARM IM* ADVANCED ALUMINUM AND SCREEN, INC. T— Pk— a�d St.,dd. —t the 7th Eft- d the 2020 RWldhq C.& RALPH E. REMMERT, P.E. 39610 CAN # 7457 ,BM&R ENGINEEFdNG, INC. P.O.BOX 1566 VALRICO, FLORDA 33595-1566 (813) 598-4643 FAX (813) 655-0061 0 2X2 Ralph I Remmert --V 2023.11.02 o 08.39-53 S-0" -04'00' TYPICAL DOOR CONSTRUCTION OWNER TO DETERMINE LOCATION OF DOOR(S) 3" INSULATED ROOF 2X3 TOP PLATE 2X3 TOP PLATE I 4% cl-I J_ >< x 2X2 7'-0" 5'-6" ELEVATION Pt ,-AN & ELEVATIONS NS 2 -*Q Lu W., p%%%% m ENGINEERING, INC. Ralph E Ral—ait, P.E. <I I- X 2- DB (SIDE WALL) #10 S.M.S. X 1-)¢- LONG 0 24- O.C. < #10 S.M.S. FROM INSIDE FACE OF I' X 2' DB INTO SCREW SPLINE OF X 2- DB (1- EMBEDMENT MIN.) SEE PLAN VIEW BELOW ANCHORS TO FOUNDATION SEE PLAN MEW 1HIS SHEET 4 4 4 4 FOUNDATION EXTERIOR CORNER DETAIL (PARTIAL ELEVATION) N.T.S. I � � A U.V'fJ r,AHU [Ur RAIL 4 — #10 TEK X J" (Per Clip) z 1-1/2" LONG #10 v 2- X 2- 1/8- ANGLE W1 S.M.S. @ 24' O.C. TYR, #14 S.M.S. AND 1/4"0 X 2 1/4- LONG CONCRETE ANCHOR M11— I' X 2- (DB) W/ 1-1/2- LONG #10 S.M.S. 0 24- D.C. (TYP.) 0 (ROOF BEARING WALL) 2' X 2' HOLLOW 1"x2'x.044" BASE CHANNEL 4 — #10 TEK X J" (2 per side) 2 X 3 X 0,045 PATIO UPRIGHT 2"X3" TOP RAIL TO UPRIGHT CONNECTION DETAIL N.T.S. 2.2'.125' ANGLE EACH SIDE OF COLUMN FASTENED WITH (3) 1100/4 SMS 2)/2' 1'.2'..044' BASE CHANNEL MIN 14 °4 3/8"x4' "WEDGE ANCHOR" OR EXPANSION PANON BOLT THRU ANGLE AND BASE CHANNEL INTO CONCRETE SLAB OR FOOTERS WITH BRICK PAVERS. KT--L EXTERIOR CORNER DETAIL (PLAN VIEW) N.T.S. PLAN VIEW OF 2x3 CONNECTION DETAIL W.T& 2x5 POST COLUMN (HOLLOW OR SNAP) 2'x2'.125' ANGLE EACH SIDE OF COLUMN FASTENED NTH (3) jI0x3/4 SMS r — ADVANCED ALUMINUM AND SCREEN, INC, T Th— Pie d St.�d�& ..t the 7th EdW. .f the 2020 Florida 80dhq Code RALPH E. REMMERT, P.E. 39610 CAN # 7457 JBM&R ENGINEERING, INC. Roeox 1566 VALMCO, FLORIDA 33595-1566 (813) 598-4643 FAX (813) 655-0061 Ralph Remmert 2023 11 02 4'�ssi 08:40:03 -04'00' as 4 '4 3/8"x4' 'WEDGE ANCHOR' OR EXPANSION BOLT THRU ANGLE AND BASE CHANNEL INTO CONCRETE SLAB 0 OR FOOTERS PATH BRICK PAVERS, UJ t LIJ ESIDE VIEW OF 2x5 CONNECTION DETAIL Z ms, Z 10.3/4 SAS OR (4) #8X9/13/8'x4' 'WEDGE ANCHOR' OR EXPANSION BOLT t 6 SMS EACH THRU ANGLE AND BASE CHANNEL INTO CONCRETE SLAB '��TO FASTEN 2X2X.125 ANGLE TO COLUMN OR FOOTERS WITH BRICK PAVERS. 4 am 2'x2'.125' ANGLE EACH SIDE OF COLUMN FASTENED WITH, (3) #I0x3/4 SMS PLAN VIEW OF 2x6 CONNECTION DETAIL KT.& MANSARD OR GABLE CONNECTION SPAONG BETWEEN SCREWS SHALL NOT BE LESS THAN SHOWN ON THE CHARTS OR DETULS. MINIMUM DISTANCE FROM SCREW TO EDGE OF MEMBERS SHALL NOT BE LESS THAN 0.5'. GUSSET THICKNESS MUST BE GREATER OR EQUAL TO THICKNESS CALLED OFF IN CHART OR SHOWN ON DETAIL. FASTENER FASTENER DISTANCE TOTAL i OF FASTENERS DISTANCE VEPTICAL HORIZONTAL FROM TOTAL TOTAL BEAM SITE TO COMPLETE e 'S' FROM SPODE SPACING SPACING EDGE i OF FASTENERS 2'X4' PB jLaXL— 13.00' -GO` 0: N A TOO` O-w 1 12 2'X4' ED 13.00' 4.00' 0-50, N/A too, 050- i TE `A4 §ig jLajnSMS -f,-3W— -4 DO— --CW° rN A A � ----lO6'— OW 1 12 2 —x5slm 32 1.50 1 —�W 051 1 a 2'Xg' ENE 32 - J12 SMS —0 73 0 TWO ---70.-0 2. n I ED R. R2 8 2,X7, m T3.W— TW TO 300 l.w 0.5e 2 8 14,00' 4.w 1.25' la 2'Xg' .072* SMO i-3w— i-00L 2 50' F IST 0.75' a 2'Xg' 082" M SMB� -9�s 60- 2SM 00 ST 1.25, 0.75' 3 10 kxI, �-,- 60 - 2 EMS 1 75. 3.0 1-25 — CONNECTING PURUN SEE PLAN VIEW FOR BEAM SIZE 0 0 0 SEE CHART FOR SPACING OF FASTENERS B ------ r—.125- THICK EXTERIOR GUSSET PLATE (SEE CHART f�i SIZE OF 1. CHART FOR HORIZONTAL SPACING OF FASTENERS GABLE CONNECTION CONNECTING PURUN 2'x2.5'x .125*x3" RECEIVING CHANNEL CUP ATTACHED TO HEADER AS SHOW OR USE 2"x2x.I25.2' ANGLE (4) J12x3/4' SCREWS THRU CUP INTO WALL HEADER 42 #12x3/4" EMS THRU CUP INTO BEAM (EACH SIDE) OR #12x3/4' SCREW THRU ANGLE INTO WALL HEADER #12x3/4' SCREW THRU ANGLE INTO BEAM (EACH SIDE 0 BEAM 0 SEE C144Rr %, -Dw PpR 0 Of, 0 0 FAsreNtRs 0 0 NOTCH BOTTOM OF BEAM AND OVERLAP POST OR NOTCH FRONT FACE OF POST TO SLIP IN BEAM. m 0 0 0 0 0 0 0 a 0 SEE CHART FOR= B SPACING Of F — .125' THICK EXTERIOR GUSSET PLATE (SEE 0 0 0 0 0 0 CCU SSEHARTTPLAFOR SIZE OF 2`X21Mr FE9EP --- TE. WA*-010x3le s mmmo AND (2)-f14x3/4- WS MM WJAN SEE CHART FOR HORIZONTAL SPACING Of FASTENERS MANSARD CONNECTION /-SFF GUSSFT OFTAll P1 AN VIFW r 2'.3'x.G45' WALL HEADER OR 1x2 SCREWED TO 2X2 AS COMPOSITE AT 18- D.C. BEAM —TQ-=lqLDLi&L SEE POST FASTENER SCHEDULE s 1 —1 PREPARED FOR: ADVANCED ALUMINUM UM AND SCREEN, INC. I T— Pf— and St-dods —t the 7ti, E&,icn .f 1" 2020 Flida BAg&,g Code RALPH E. REMMERL P,E, 39610 CAN # 7457 JBM&R ENGINEERING, INC. PG.aox 1566 VALRICO, FLORIDA 33595-1566 (813) 598-4643 FAX (813) 655-0061 (4) J100/4- SMS THRU -CUP- (2) #10.3/4- SMS EACH SIDE THRU 2" U-CHANNEL 'CUP' INTO POST (EACH SIDE) MAIN BEAM TO POST FASTENER SCHEDULE POST SIZE [ -FASTENERS REQUIRED —(4) 2 SMS S —E 2X3 ACH SIDE 2X4 :::(i �2SMS EACH SIDE 2X5-- --(8) #12 SMS EACH SIDE 2X6 (8) #12 SMS EACH SIDE 2X7 —il 01 2 SMS EACH SIDE 2X8 (12) 114 SMS EACH SIDE FALL SMS INDICATED ARE 3/4- LENGTH IN --*!ALm,'m,sT IKQJJjWtffftf&jW,0SE SMS IN % . ........ A Llg. i 411 ert ,tI 0:15 -04'00' 1/4- X 2- SCREWS 0 12- D.C. NUMBER OF FASTENERS FOR BEAM TO GUTTER CONNECTION - BEAM BEAM SIZE #10 X 3/4- TEK EACH SIDE SELF -MATING BEAM (2'x) 2"X3" PATIO OR SMB 4 2"X4" PATIO OR STAB 4 2'X5' PATIO OR SMB 5 2'X6' SMB 6 2"X7' SMB 7 2*X8' SMB 8 2'X9'SMB 9 2'XIC' SMB 10 NUMBER OF FASTENERS FOR RECIEMNG CHANNEL CLIP 2' X 2" X 0.080" ANGLE TO GUTTER METAL ANCHORS BEAM SIZE #10 X 3/4- TEK 2'X3' RATIO OR SMB 6 2"X4" RATIO OR SMB 8 2"X5" RATIO OR SMB I 8 2"X6" SMB 10 2'X7' SMB 12 2'X8' SMB 14 2"X9'SMB 16 2-3 m ALTERNATE SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER PREPARM FCR; ADVANCED ALUMINUM AND SCREEN, INC. T— PI. -d Sta da ds meet the 7th Edt— .f the 2020 Raid. 806,9 Code RALPH E. REMMERT, P.E. 39610 CAN # 7457 ,SM&R ENGINEERING, INC. P 03OX 1566 VALRICO, FLORIDA 33595-1566 (813) 598-4643 FAX (813) 655-0061 '- REM cIEN CC= % 01 11miY4i0 Ralph Remmert '151 2023.11.02 08:40:30 _04'00' SEE PLAN VIEW SEE GUSSET DETAIL PLAN FOR BEAM SIZE VIEW FOR BEAM EAM SIZE COMPOSITE ROOF PANEL (5) #10 X 4" SMS W/ NEO WASHER PER 4 FT PANEL Of PAN ROOF: (5) #8 X 9/16" L-4 TEK PER 1 FT OF PANEL NUMBER OF FASTENERS FOR RECIEANG CHANNEL CLIP BEAM TO BEAM CONNECTION BEAM SIZE METAL ANCHORS #10 X 3/4- TEK 2'X3' PATIO OR SMB 6 2"X4" PATIO OR SMB 8 2"X5" PATIO OR SMB 8 2"X6' SMB 10 2"X7" SMB 12 2'X8' SMB 14 2"X9'SMB 16 FLAT BEAM DETAIL TYP. SMB SIZE VARIES #12X3/4" SMS EACH SIDE — (SEE ATTACHMENT SCHEDULE) 1.5"X2.125"X,062" RECEIVING CHANNEL 1/4" CONCERET ANCHOR GUTTER ATTACHED TO BEAM 2/ #8 X 9/16" TEK SMB (TYP.) @ 8" O.C. STAGGERED SCREENING 49 \ #!Q_�' sms :> 2 X 0.050" STRAP @ EACH BEAM LOCATION---JL— EXTRUDED SUPER GU 4 4a 4 4 EXISTING CONCRETE TIE BEAM OR WOOD FRAMED WALL (BY OTHERS) I \--1.5" X 2.125" X 0.082" RECEIVING CARRIER BEAM CHANNEL #12 SMS @ 24" O,C., TOP AND NOTE: SMS TO BE PLACED A MINIMUM OF 0,5" BOTTOM bMTHIN 3" FROM EDGE AND A MINIMUM OF 0.75" O.C. OF END OF BEAM. 111PAI111 1011, ADVANCED ALUMINUM AND SCREEN, INC. I these Pars and Stanched. .-t the Ah E&N., .f the 2= fli& Bq&, Code RALPH E. REMMERT P.E. 39610 CAN 111 745-1 JBMS,R ENGINEERING, INC. P,O.BOX 1566 VALRICO, FLORIDA 33595-1566 (813) 598-4643 FAX (813) 655-0061 UNLESS OTHERWISE SHOWN. M BEAM TO GUTTER/ SCREEN ROOM (pretty rare) N.T.S. Ge 003RIMIRY010mm BEAM MASONRY WALL WOW FRAME WALL BEAM SIZE 112 SMS EACH SIDE CONCRETE ANCHORS EACH SIDE 1/4' LAG SCREWS EACH SIDE 2'X4' PB 3 2 2 2'X4" SMB 3 2 2 2'X5' SMB 3 2 2 2'X6" SMB 4 1 3 3 2'X7* SMB 5 3 3 2"X8' SMB 6 4 4 2'X9'X.072' SMB 6 4 4 2'X9'X.082' SMB 6 4 4 2 _IXIO- _SMB 7 4 4 BEAM CONNECTIONS PROPOSED SCREEN ROOM ADDITION - BEAM CONNECTION DETAILS 0 1 Ins Fm pow & WOW= fm RR BEAMS 1v Ralph Remmert 2023.11.02 08:40:40 -04'00' ENGINEERING, INC. Ralph E. Remmen, P E. I PI'111AR11 1111 #8 x 9/16" SMS THRU HEADER CHANNEL ADVANCED ALUMINUM INTO SUPERGUTTER - 0 8* O.C. STAGGERED AND SCREEN, INC. These Pl s and Standards meet the 7th ERion #8 x 9/16' SMS THRU HEADER CHANNEL TOP FLANGE #8 X 9/16" TEK (5 PER PAN) d the 2020 %id. 60ft9 Code INTO FOAM COMPOSITE PANEL 0 8' O.C. (12' O.C. AROUND THE PERIMETER) cn L-Li /// / WOOD RALPH E. ERT. P.E 39610 "# 7457 JBM&R CEANGINEERING, INC. F-- PO.Box 1566 u . . .' ❑ .' . . VALRIC0, FLORIDA 33595-1566 11OX2 MS 0 8" O.C.❑ . 13' THICK x 12" WIDE STANDARAD INTERLOCKING PAN = , I a . . . . . . 813) 598-4643 FAX (813) 655-0061 THIRD SUPERGUTTER INTO - - - - - - - - - - CL- FASCIA BOARD (TYP.) (f) 'CONCRETE 4 "HEADER" CHANNEL FASTENER SCHDULE TO HOST STRUCTURES 9/16 SMS THIRD HEADER BOTTOM I-- CONCRE jLtASONARY HOST STRUCTURE FLANGE INTO COMPOSITE PANEL - @ 8" O.C. cf) FASTEN RECEIVER CHANNEL WITH 1/4" x 1-1/2" DRIVE PIN 0j j j (12- O.C. AROUND THE PERIMETER) OR 1/4' x 2-1/4' "QUICKSET' INTO CONCRETE BLOCK WALL STEEL 1/4" x 2' SCREW THRU BEAM AND GUTTER (f) PANEL OR TIE BEAM 0 12" O.C. 8' O.C. =D o WOOD FRAME HOST STRUCTURE E FASTEN RECEIVER CHANNEL WITH #10 x 2' SMS INTO PLYWOOD FOAM COMPOSITE DETAIL < COVERED FRAME WALL 0 8" O-C, (MUST FASTEN TO 2X STUDS) N.T.S. > OPTIONAL ALUMINUM FLASHING IF NEEDED /—TO PREVENT WATER INTRUSION AT CONNECTION SEALANT (TYR) #1 x 1/4" SMS THRU FLASIN13 #IOx2' SMS 0 8" O.C. v INTO 3/4' NEO-CLAD WASHER TFRU PAN ' HEADER INTO / � ITPANEL AS NEEDED FASCIA BOARD �''� 3' THICK . 12' WIDE STANDARAD INTERLOCKING PAN ----------------- _ " #8 x 9/16 SMS THIRD HEADER FLANGE INTO BOTTOM OF PAN (5 PER PAN) 12" O.0 AROUND THE PERIMETER STEEL PANEL HOST STRUCTURE FASTEN RECEIVER CHANNEL WITH MIN, 1/4x THRU BOLTS IMTH NUTS AND WASHERS @ 10" O.C. PAN ROOF or FOAM COMPOSITE Td WALL DETAIL USE SAME FASTENING PROTOCOL FOR ROOF PANS AND COMPOSITE PANELS TO HEADER CHANNEL AS SHOWN MEN OVERHANG IS ELEVATED ENOUGH ., ABOVE HEADER CHANNEL TO ALLOW ACCESS WITH SCREW GUN OR DRILe. F-N ANGLE TO PLUMB ROOF PANEL RECIEVER CHANNEL USE 3/4- X 3/4- X 0M25- ROOF PAN DETAIL OR I" X 1" X 0.0625' ALUMINUM ANGLE e-11 Ralph N.T.S.-2 k. Remmert 2023.11,02 V CANTERED FASCIA BOARD CONNECTIONS ' 08:40:53 N.T.S. ,F" -04'00' Ralph Remmert - -- ---------------- - --- 2023.11.0 -v -Z COMPOSITE ROOF PANEL (5) VARIES ROOF PANEL V.,,E 2 08:41:06 q,J - 110 X 4- 9 �S W/ 0 GUTTER ATTACHED TO AS W/ N�EO , FT , 4 L BEAM 2/ #8 X 9/16- TEK WASHER PE t 4 PANEL 04100' ,Z,_ 0 8' O.C. STAGGERED IADVANCED ALUMINUM 'A"N"D SCREEN, INC. Th— P1. artd St.dds —t the 7th Edit., .1 ffe 2020 Fw & B.Mg Cads Pk-H E ' REMMEK RE, 39610 ' # 7457 CAN JBM&,R 'ENGINEERING, INC. P.O.Box IM6 PAN ROOF: (5) #8 (10) - r X 2- SCREWS ANCHOR PER DETAIL FOR PAN OR COMPOSITE LPANELVALRico, FLORDA 33595-1566 IALR I X 9/16- TEK PER 1 (8�13) 598-4643 FAX (813) 655-0061 FT OF PANELI m, USE (5) 1/4- X 4- BOLTS W/ WASHERS PER C 2 X 0.050' STRAP @— EACH BEAM LOCATION EXTRUDED SUPER W� POST TO BEAM CONNECTION DETAIL xT. POST - 1/4" BOLTS W/ WASHERS 2"X2'XI/8' ALUM. ANGLE W/ (2) 1/4' X 2 ALUM. BASE INSERT W/ (2) 1/4-0 X 2 1/4- 1/4- TAPCONS ON TWO SIDES OF POSTS TAPCONS INTO CONCRETE - OR OPTIONAL POSTS MAY BE CONNECTED TO WOOD MEMBER BY SUBSTITUTING (4) #10 SPAS X 3- LONG 4 4 < 4 4 4� Al \-- CONCRETE SLAB POST CONNECTIONS (CARPORTS 1 OPEN PATIOS} 1' X 2" MAY BE ATTACHED FOR SCREEN USING (1) #10 X 1 - 1/2' @ 6' FROM TOP AND Z SIDE NOTCH POST TO CARRIER BEAM '-'F, Ile -le 5 #10 X 4- S.M.S. NTH 3/4" NEOPRENE WASHERS PER 4 FT PANEL ACROSS FRONT & 24" O.C. ALONG SIDES c or 44 FOAM COMPOSITE TO SCREEN WALL HEADER DETAIL 0 N AA- (5) #8 x 3/4" SMS WITH 3/4" DIAMETER NEOPRENE CLAD STEEL WASHER INTO EDGE OR CARRIER BEAM, TOP PLATE, OR SUPER GUTTER 12' PANEL NOTE: MINIMUM SLOPE = 1/2" PER FT ROOF PAN DETAIL N.T.S. 0.135' PLATE OUT ON 45 ANGLE (9) JIB Sws. (MIN.) EYE —BOLT OR TURNBUCKLE FOR CABLE TENTION (STAINLESS STEEL) 5/16- EYE BOLT WELDED CLOSED WTH DOUBLE NUTS. DOUBLE COMPRESSION SLEEVES PERIMETER FRAMING MEMBER 1/9- STAINLESS STEEL CABLE DOUBLE COMPRESSION SLEEVES 3' A.S.T-M. A-36 STEEL THIS CUP MAY ALSO BE USED ON SIDE OF CUP NTH 2--3/ X 3' CONCRETE SLAB. MAINTAIN 2" MIN. EDGE DISTANCE. SLEEVE ANCHORS To CONCRETE DECK. DETAIL (ALTERNATIVE 1) CIO I —0 LATERAL WALL BRACING NOTES: EACH WALL NOT LATERALLY SUPPORTED BY HOST STRUCTURE MUST BE CABLED — EACH CAM PAIRS GOOD FOR UP 227 FT2 OF WALL AREA OF MIND EXPOSURE. PROVIDED ONE SET OF CABLES ON LATERALLY SUPPORTED WALLS PROJECTING MORE THAN 16 FEET. WHERE INBOARD WALL END CONNECTS TO A HOST STRUCTURE FASTEN ONE HALF PAR CABLES (ONE CABLE} AT THE OUTBOARD END TOP) OF THAT SAME WALL THE CABLE MUST PULL FROM THE TOP OF THE WALL (EAW) TOWARDS THE HOUSE. IT IS NOT NECESSARY TO PROVIDE A CABLE TO PULL SAVE AWAY FROM THE HOUSE. 1/8- STAINLESS STEEL CABLE NCED ALUMINUM� AND SCREEN, INC. Tl— PITs and rm , th,7U Editi. TYPICAL WALL ELEVATION 4" THICK CONCRETE SLAB (NOMINAL) AS FOLLOWS) 0 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS, 0 REINFORCEMENT: 6"X60" # 10/10 W.W.M. OR "FIBERMESH" 0 VAPOR BARRIER. TERMITE PRETREAT IS REQUIRED ONLY IF RESIDENCE HAS BEEN BUILT FOR 3 YEARS OR MORE, AND THE PROPOSSED CONCRETE SLAB WILL BE IN CONTACT WITH THE RESIDENCE. IF FILL MATERIAL IS NEEDED, IT SHALL BE FREE OF VEGETATION AND FOREIGN MATERIAL. THE FILL SHALL BE COMPACTED TO ENSURE ADEQUATE SUPPORT OF THE FOUNDATION. I PREPARM FOR: ADVANCED ALUMNLJM AND SCREEN, !�i� INC. T Puns w St.dw& e the 7th Edftin of tM 2020 Flid. Bd&g Code RALPH F REMMERT, P.E. 39610 CAN # 7457 JBM&R ENGINEERING, 14C. P.O.Box 1566 VALRICO, FLORIDA 33595-1566 (813) 598-4643 FAX (813) 655-0061 Ralph Remmert V 2023.11.02 08:41:29 A_I -04'00' SAW CUT CONCRETE 1/4" THICKNESS OF SLAB FOR CONTROL JOINTS (MAX 12 FT. DISTANCE BETWEEN CUTS.) CRACKS OR HAIRLINE STRESS CRACKS MAY STILL FORM ...... MONOLITHIC FOOTING REQUIREMENTS FOR SCREEN ENCLOSURES FOOTING SIZE REBAR (height x width) 8%8" (U.O.N,) 1 — #5 (U,O.N) MONOLITHIC FOOTING REQUIREMENTS FOR CARPORTS AND SOLID ROOFS FOOTING SIZE REBAR MAX, TRIBUTARY LOAD WIDTH (width x height) (distance between supports) 8"x8" 1 — #5 UP TO 7'— 9 12"x8" 1 — #5 FROM 7'-9" TO 12'-3" 12"x8" (U.O.N.) 2—#5 (U,O.N.) GREATER THAN 12'-3" SPAN PROPOSED SCREEN ROOM ADDITION -CONCRETE DETAILS ' PLI A`Ihs�FOI &'� l') ENGINEERING, INC. R./ph E R&,t, P E