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0 r City of Zephyrhills y: $PE t Mi,, U.MB�E ,5 5335 Eighth Street }� Zephyrhills, FL 33542 BAR-000219-2020 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 07/07/2020 Permit Type: Add/Alter (Residential) Pro a Street Address t. p rtyNumber 04 26 21 0070 00100 0320 36053 Stable Wilk Avenue Owner Information,:" Permit Information Contractor;lnforination Name: ANGELA&TYRONE EDWARDS& Permit Type:Add/Alter(Residential) Contractor: ARM ALUMINUMN KERRY Class of Work:Add/Alter Residential Address: 36053 Stable Wilk Ave Building Valuation:$2,400.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 c Phone: (813)545-3351 Mechanical Valuation:$0.00 A Plumbing Valuation:$0.00 Total Valuation:$2,400.00 ef Total Fees:$78.00 Amount Paid:$78.00 Date Paid:7/7/2020 11:30:23AM SCRN RM 16 X 26 FT W/SLAB Afpphcaii6n,F6es Building Permit Fee '$52.00 Building Plan Review Fee $26.00 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. 1 CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Estimate & Invoice A. R. M . Aluminum , In'c. , Custom Screen Enclosures 333 Falkenburg Rd. Suite#A-105 Tampa, Florida 33619 1 Phone: (813).684-8800 • Fax: (813)684-8667 Date 7c� !/ ' Riley(813)294-3346 • (813)681-1348 Sold to / VJ 9 +'J Date Promised Street -%�-o % .) l'} �5�'•.1't' (�Y �{1`1 .. ' Terms NA,i t 1 i LIT/4!`�! Legal: City State ZiD Lot Blk Home Phone Bus. Pho e - J - �, Job Address- PE SR VW AR OTHER �� Description COLORSCREEN: �V�, �llr G,{`>:_ j )� -7 '� Gray Charcoal) f; ,GOLD FRAME' _ (;; (� %;! j �7 ��`� Al, Bronze White ,r 1 16"KICKPLATE 1 Color CHAIR RAIL NUM_BEROFDOORS ,One Two Three l, 1 ALUMIIVUM ROOF: X _ � r Ft. Color (/Jj �g�'l ,;' J I GUTTER X =� :`� Ft. Color TYPEROOF Flat Hip Gable Mansard TOTAL 0 If ORDER $ DOWN �'�`_ PAYMENT $ , ti Warranty: !� �' BALANCE Ltao t% 1,1,�r ) .�,� r -`� DUE Acceptance:A.R.M.Aluminum Inc.,contractor,is hereby authorized to furnish all labor required to complete the work described at the job total indicated and I agree to pay for all extra work requested above and beyond the original written estimate.I also understand that the warranty does not apply to damage or failure due to hail,hurricanes,wind storms or other acts of God beyond our control. Signature: --- Accepted by owner or agent Date Approved by Cor}t�actor Date f Lie.# SCCO56764 ARMAluminum,lnc. ARM Aluminum inc 333 Falkenburg rd Tampa fl 33619 LIC # SCC056764 D Angelo Gardella Chris Gardella Riley Wagner 2�y ) W cGl v R q Sandra Lizette Ray NOTARY PUBLIC o STATE OF FLORIDA Comm#GG3445M ''ct 1A�e Expires 8/28/2023 I ' t 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department ( �{ Dat6 Received (� phone Contact for Permitting Owner's Name Owner Phone Number Owner's Address -716 ICE? .f-onr,ii8�e WQIt" paae Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address a� ��1 Q �y y JOB ADDRESS y�16®.5J � tA�irC �� AV4& -qZ (yIr�ry rdlyW LOTS#U�' c� u SUBDIVISION ( t7.t�� PARCEL ID#4 `-e"v- &ey -c� c `g (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH e INSTALL e REPAIR PROPOSED USE = SFR COMM OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL S= DESCRIPTION OF WORK SC,-11Zi Q��✓ BUILDING SIZE SO FOOTAGE HEIGHT I 3 F;j_o�6GILDING $ 2 �y� VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ l AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ � =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING Q SPECIALTY = OTHER - U �Q JtHJ FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY c SIGNATURE REGISTERED I Y/N FEE CURREN I YIN Address I License# sl ' ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y!N Address License# li.[!it[[i[ii[;iltiiiti[!lEi9[ilil![!!i!!i[i[! !iliit 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&1 dumpster;Site Work Permit for subdivisionsllarge 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,Slonnwater 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-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use In existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy'or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowners Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant Is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/WastewaterTreatment. - 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"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 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 INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING 1 0 ENCEMENT, FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR POW Subscribed and sworn to(or affirmed)before me this S bscu tjbed and bwo n�o(o affirmed befor rr�g this by [7_'f�G0 _ y 1 .r91tC etc' �Jr�L'GL'ni Who is/are personally known to me or has/have produced ho Ware rsonally Im rytg me or has/have produced as identification. 1412 U CQsyS4-es identification. Notary Public Notary Public Commission No. C mi ion Name of Notary typed,printed or stamped Name of No rpi{ed dr + LiNE BDS Commission#GG 276457 Expires December 12,2022 "oF f fended Tluu Troy Fain Insurance 800.385-7019 CERTIFICATE OF LIABILITY INSURANCE DATF_(MhVDDMyYj 1 0311 81202 0 THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BEMEEN THE ISSUING I NSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT, If the certificate holder Is an ADDITIONAL INSURED,the,pollcy(ies)must have ADDITIONAL INSURED proAsions oe be endorsed, If SUBROGATION IS WAIVED,subjoctto the terms and conditions of the policy,certain policlos may require an ondorsomeft A staternont on this certificate does not confor rights to the corlifIcato holder In flou of such ondorsemogs). PRODUCER VAVIIP'" ALLEI.WONSURANCFAGENCY,INC. ALLEMAN INSURANCE AGENCY,INC, 100r 4'%A .Evill 8*653-4525 811661.1316 P.O.Box 3066 ADfIA ss. IIALLEr.tAt4,OTAtAPAEIAY."RR.COKI BRANDON,PL 33609 W&UAZRjSjAFFORD(N0 COVeRAGE NAIC# INSUR6RA. ANIFR(I,AN RELIABLE INSURANCE CONIPA14-Y INSURED 4n3URER 13; A R M ALUMINUM,INC. INSUIR9R C: 333N.FALKENBURG ROAD 5TEA105 INGUM 0 TAMPA,FL 33610 INSURER E fNSUREri v COVERAGES CERTIFICATE NUMBEFI4 REVISION NUM13FR; THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NO"'ATH$TAND11413 ANY REQUIREMENT,T15RIA OR CONDITION OF ANY CONTRACT OP.OTHER WCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED IIEREIN IS SUBJECT TO ALL THE TERNIS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID-CLAIIAS. LNAR TYIIE OF INSU RANCE M 0 POLICYNUMBER LIMITS N 1 i�a (MwOR M juwap cohIMERCIAL OENtRAL UABILITY FACH=URRUNCE 1,000.000 CLAPA94AACE OCCUR anccu,r3nrtnl S 100,000 PACO Exp tt-Av we Mfsoa) S 6,000 A IGL=672 0312WD20 (1320,qO21 PERS0,01&ADV INJURY s 1.000,000 QV,NL.A00REQ.A7E LRAITAPPLIES PER: dENERALAGGRfiGATF S I v I P a L ic Y n'41"69i El LOC PRODUCTS-GOMN(OPAGG 1, 2400,000 M07HEA' $- AUTOMOBILE LIABILITY ROOPLY INJURY 4?4(Poift&�] OVdiED SCHEDULED 110aiLy INJURY(Pot a=dfim) AUTOIS ONLY Au I O's HIRFO NON-OWNED AUTOS ONLY AVT()S ONLY UMBRELLALIA6 OCCUR EACH OCCURRENCE". S ju EXCESSUAB 0L ?,IS4ttNbE AGGREGATE 5 H DED RFTEtITIONI WORKER$COMPENSATION AND EMPLOYERS LIASILM YIN jkftl(PROPT41FTOWP.4RYNE"XrcCUINE= OfFICEMIEMBER NIA dndauw�JnNfi) El MSEASE-EA EMPCMEE Ii, 6$'00wjbQ uIvim 0 4_5rRIPTIQN OF OPEUMIONS baltm Et.DISEASE-POLICY U1.0 S DESCRIPTION OF OPrRjkrION5 I LOCATIONS t WH4444 CERTIFICATE HOLDER CANCELLATION SHOULD ANYOF ME ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE.EXPJRAIJON DATE.THEREOF,NOTICE WILL BE DELIVERED IN CITY ZEP14YRILLS ACCORDANCE WITH THE POLICY PROVISIONS. 5335 81h STREET 4011JORUM0 REPRESENTA14YE ZEP14YRHILLS,FL 33542-4312 OtO 1988-2015 ACORD CORPORATION. All rights rosorvod. ACORD 25(2016103) The ACORO name and logo are registered marks of ACORD "F:� t. {•;: y�ii iij•irP tN' il�r, ,ji�v�II� {. r_•.':i� r�;, i}�! + "v:.:Tia'/-•':. '' —•aa.i',diFi'• , r. ,�J�F,,!' Ist�in i!f :}l4 rt t `Il,.a•fJ. i:lr ra ylS4; I�.JE:[.Q.h �� t. ii. ii'I4r} .n.:m I.R l ? }'�i511,ypfl;(i. Y0.lI_•. 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EC R A Product Approval Menu>Product or Application Search>:Appllcatlon Llst>Appllcat�NATIONAL ELECTRIC C®®E, >"fi„r FL21443- P11MD THE CITY OF ZEPHYRHIL�,S ,�;.,,�•-1 r.f�,.d.YE FL# ORDINANCES ;j'=i;r`;`:i2+{,� IN Revlslon -a �--fEIMY R d Application Type Code Version 2017 Application Status Approved JUIV REVIEW DATE 2 5 2020 CITY OF ZEPHYRHIL Comments Archived FLAN EXAMINER 1•"•I , Product Manufacturer Structall Building Systems, Inc. Address/Phone/Emall 350 Burbank Rd. Oldsmar, FL 34677 (813) 855-2627 Info@structall.com Authorized Signature Kenny Matuza Info@structall.com Technical Representative Ken Clay Address/Phone/Email 350 Burbank Road Oldsmar, FL 34677-4906 (800) 969-3706 kclay@structall.com Quality Assurance Representative Ken Clay Address/Phone/Emall 350 Burbank Road Oldsmar, FL 34677 (800) 969-3706 kclay@structall.com Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Lice Professional Engineer i� Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Do Kim Evaluation Report Florida License PE-49497 Quality Assurance Entity TI RADCO LLP dba RADCO A Twining Company Quality Assurance Contract Expiration Date 12/31/2022 Validated By lames L. Buckner, P.E. @ CBUCK Engineering lu Validation Checklist- Hardcopy Received Certificate of Independence FL21443 R1 COI certlflcate of Independence.pdf PLOT PLAIN ONLY SEC. 04 TWP. 26 S, RNG. 21 E. LOT 32, BLOCK 1 NOT A BOUNDARY SURVEY BEARING BASIS: SILVERADO RANCH SUBDIVISION NORTH BOUNDARY OF SE34 OF 05-26-21 BEING N 89'25'01" E PHASES 2, 3 & 4 THIS SURVEY IS SUBJECT TO ANY FACTS THAT PASCO COUNTY, FLORIDA. MAY BE DISCLOSED BY A FULL AND ACCURATE T� TITLE SEARCH. ALSO SUBJECT TO SETBACKS, ON LOT AREA CALCULATIONS N EASEMENTS AND RESTRICTIONS OF RECORD. LOT = 6576.90 Q. FT. UNDERGROUND FOOTER, STEM WALL, AND LIVING AREA = 1269 S0. FT. UNDERGROUND UTILITIES ARE NOT LOCATED OR ENTRY = 30 S0. FT. SHOWN. GARAGE = 4.14 SO. FT. COVERED LANAI N A SO. FT. II DO NOT SCALE THIS PRINT. DIMENSIONS AND — PATIO - NIA SQ. FT. " NOTES TAKE PREFERENCE. POOL AREA = N/A Q. FT. CONC. DRIVE = 329 Q. FT. ¢ DESCRIPTION NOT CONTAINING PLAT BOOK AND A/C & CONC PAD = 12 SQ. FT. PAGE INDICATES THAT PLAT IS IN PRIVATE SIDEWALK = 29 Q. FT. N PRELIMINARY STAGE AND IS SUBJECT TO IMPERVIOUS 32 % CHANGE AND/OR REVISION. = 2083 Q. FT. SOD = 4494 SO. FT. CERTAIN DATA SHOWN HEREON BASED ON OFF LOT AREA CALCULATIONS ENGINEERING PLANS PROVIDED BY CLIENT. RIGHT OF WAY = 947.72 Q. FT. STRUCTURE TIES SHOWN HEREON DENOTES DRIVE APRON = 233 SQ. FT. MEASUREMENT FROM FORM BOARDS/FOUNDATION PUBLIC SIDEWALK = 266 S0. FT. TO PROPERTY LINE. SOD = 449 SQ. FT. TOTALS / • = 10' UTILITY EASEMENT AREA = 7524.62 SQ. FT. DRIVEWAY = 5fi2 SQ. FT. PLAT SIDEWALK - 295 SQ. FT. ZEPHYRHILLS COLONY COMPANY / BOUNDARY SOD = 4943 $0. FT. (PLAT BOOK 1, PAGE 55) PRELIMINARY DRAWING: / TRACT H DRAINAGE AREA THIS PLAN IS FOR PERMITTING PURPOSES ONLY, NOT FOR CONSTRUCTION. VERIFY N 7 6.53'0" E Ian ALL DIMENSIONS BEFORE ANY CONSTRUCTION. .53 rips � ;N 86'14'32" E 56.15' LEGEND: J \. —PRM(P) l-�= PROPOSED DRAINAGE FLOW i (TyP) (00.00) = PROPOSED GRADE y w E-00.00 EXISTING GRADE Ja NOTES: PLAT LOT GRADING TYPE = A BOUNDARY , 'BIOGK 1 •3' En o PROPOSED PAD ELEVATION = 101.4' 01 FRONT SETBACK = 20' or 22' ,��r',,.'a.. U rn SIDE SETBACK = 7.5' "' 14.96' L REAR SETBACK = 15' s 611-4s'oTrq w a1 o� LOT 31 Z x P BLOCK 1 OPO o $ PRPLA14 U, r N 2386 Oc o i EIEV.•B. I N GARAGE C '* LOT 33 :E: RIGHT BLOCK 1 J =�1 12.83' 12.63' o � •A •. CL W• c f UE WICK A��N PROPOSED: DESCRIPTION: S `T ABA(60'0) (FACT L) LOWEST FLOOR ELEVATIONS: LOT 32, BLOCK 1, MAP OR PLAT ENTITLED "SILVERADO LIVING AREA: 102.10' RANCH SUBDIVISION PHASES 2, 3 & 4", AS RECORDED IN GARAGE AREA: N/A PLAT BOOK 73, PAGES 59 THROUGH 65, OF THE PUBLIC ELEVATIONS REFERENCED TO RECORDS OF PASCO COUNTY, FLORIDA. NORTH AMERICAN VERTICAL DATUM OF 1958. MEAN SEA CURVE I RADIUS ARC CHORD BEARING DELTA LEVEL= 00.00 FT. C91 665.00' 53.37 S3.36 5 81'4508 W 0435'S5" APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 120230 0455 D EFFECTIVE DATE: 09/30/1992 LEGEND: (C)- CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, q= CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB,JPINCHE6 CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF- CHAIN LINK FENCE, CONC- CONCRETE, COV.= COVERED. E/P= EDGE OF PAVEMENT, ESM'T= E F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK• FPP= FOUNDPIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM= PE REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR-SET 1/2", IRON ROD & CAP No. 4493, SN&D= SET NAIL & DISK, TBM= TEMPORARY BENCHMARK, U P= UTILITY POLE W F= WOOD FENCE, = RADIAL Drawn By. Square Feet: 6576.90 f LENNAR HOMES JOHN R.BEACH&ASSOCIATES,INC. SMs SURVEYORS AND MAPPERS Checked By. 911 WEST ST PETERSBURG DRIVE JRB ONE OLDSMAR. FLORIDA 34677 Scale: WAY (813) 854-1276 FAX (813) 855-8370 1"=30' NOT VALID WITHOUT THE SIGNATURE AND Date: OH DATE THE ORIGINAL RAISED SEAL OF A FLORIDA PLOT PLAN O6/07/2017 RTM FLORIDA BEACH SURVEYOR No. 2984 LEI#4493 LICENSED SURVEYOR AND MAPPER Revisions: SCREENED ENCLOSURE ENGINEERING DESIGN These Standard and Plans meet the 6"'Edition(2017)Florida Building Code AND SPECIFICATIONS FOR PERMIT APPROVAL *APPICABLE WIND SPEED ZONE: 140 mph JBM&R ENGINEERING, INC. RISK CATEGORY 1 CAN #7457 Aluminum frame of enclosure within 5'of a swimming pool waterline must be bonded per the protocol and PO Box 1566 Valrico,FI 33595-1566 specifications of the Electrical section of the Florida 813.741.2109(office)813.655.0061(fax) Building Code Ralph E. Remmert, P.E. 39610 120 120 105 for 1 0 105 1 110 120 ARM ALUMINUM nn • .T ,-� +,ere. __. 150 140 230130 I.. vale:-,are udm le 9esign 3-second gust - �/�� \Cj�,• �� vi1d sxeas in miles per heur (m/s) at 33 1.? JBM&R Engineering, Inc t JU It aeOVa pramd for i \r s �`�ure C cut- S 14a • r L POBox 1566 = �o. ': s �. ►in.�r 1rtar�alarties ett.ian ccmors a _- i."nal t.r.d. Valrieo, FI 33595-1566 O F U 3. Islands ad coestel.orras outride the _ ;`.v ^ 160 le31 fontow ate]: use the 3is: wind speed �: rr� 813-741-2109 ar t�. 2 cter of the enastet erws. 15 0� -v r iA��• `O�l�•('^ 4 Mo. uatiieout terrain, nsi•nw. xean M' '-` -- G� �.` prcewetartes, and speeiel wlsd redoes a,b �i,�� ..L� '`� ! ` sM11 Ise e.m tlned for unuswe:vied ccndi- ec1 '' '' tr, tt►y11 ■i15%trohiblll�e o/a ceemttce 1n n5r�yav Y t� — -- SSIONAS. nind ffffifls►1 t (ymUM t:ttermnce vrobadili;y .0.'SC333, 1� years). ( Ir nw as 170 170 o 0 ran rria PREPARED FOR: ARM ALUMINUM "N` E These Plane and Slandorde meet the 6th Edition �` ••• \� �,- a/the 2117 Florida balding Cade EXISTING RESIDENCE •' -- - ,' c No. •� = RALPH E.REMMERL P.E.39610 2X3 TOP PLATE (TYP) JBM&R ENGINEERING,INC. • T566 E OF P.LORID 133 • � �� VALRICO,FLORIDA 33595-1566 : : (813)598-4643 FAX(813)655-0061 Cal CN �,��` •.........• �,.�` x x x /O N A-L cV O 3' STRUCTALL ROOF rurrr))))))))��v``%. 16 FT. X26FT. 2X2 2X2 8'-0" 81-031 2X2 N N 16'-0)' x N ELEVATION �A PLAN -- © 2X2 2X3 TOP PLATE (TYP) 2X3 TOP PLATE (TYP) TYPICAL DOOR CONSTRUCTION OWNER TO DETERMINE LOCATION OF DOOR(S) x N x N Nfv cV N CV �j o LOT 32 BLOCK 1 2X2 2X2 2X2 2X2 2X2 2X2 SILVERADO RANCH ANGELA EDWARDS 36053 STABLE WILK AVE. 8'-0" 8'-o" 6'-6" 6'-6" 6'-6" 6'-6" ZEPHYRHILLS, FL 33541 1 6'-0" 26'-01) 04-26-21-0070-00100-0320 ELEVATION © ELEVATION RMI&8"ATM nnnnnn3 o nn 011 W d 6A0 FM PM h CQSIRICIIdI PR0P08WWV3 iR00MAD01110N ENGINEERING, INC. tmumia cans In uaE ISN90n A a IiD ►Amtm VAIIAFL✓ r MM-11momm mxpmm= o®cc.mm r•r oo nc C"• OYL® RWERIIIIIEA.P.E AN mu.mmna� :•�a`as Hr5 Q I® PL VIEW l 0 p slta190®slvq �R PREPARED FOR: � ARM ALUMINUM I� • .Y ''� I - w I .M1.�—"'�.,,�„• These Plansfthe 2057 Fl°n�d°Rulding Code Edition —1' X:2"OB (SIDE-_WALL) o z ° ' I I w 2x5 POST COLUMN z I I #10 S.M.S.X 1-74 [6N6. 4'`O.C. 2#10 S.M.S. FROM INSIDE FACE_OF I� (HOLLOW OR SNAP} ' m 1' X 2" DH IN70 SCREW SPLINE 2"X 2" 1/8" ANGLE W/ 1' X 2° DB(1'EMBEDMENT MIN.)`1 1-1/2"LONG #10 I #14 S,M.S. AND 1/4"0 X'2.1/4" RALPH E.REM ERT,P.E.39610 o ( ( ( S.M.S. 24" O.C.TYP. 2'2'.125'ANGLE EACH CAN#7457 SEE PLAN VIEW•BELOW I LONG CONCRETE ANCHOR SIDE OF COLUMN FASTENED dBM&R ENGINEERING,INC. ANCHORS TO FOUNDATION WITH (3) #1Gx3/4 SMS P.O.BOX 1566 SEE PLAN VIEW THIS SHEET 1' X 2" (DB) W/1-1/2" YALRICO,FLORIDA 33595-1566 ` c•+ ( LONG#10 S.M.S. 0 24' O.C..{TYP.} "''_:;;;;;?: (813)598-4643 FAX(813)655-0061 04 (ROOF BEARING WALL) OO 2" X 2" HOLLOW 2"x2".125" ANGLE EACH \\ '/ F:I \ /0. V \ R E .a a. •a IQ COLUMN FASTENED 91•' SIDE................ {7: d e: ' d _____ __..——— 1"x2"x.044'BASE CHANNEL Wllii{3) 14x3/4 SMS ,�„�� •• /�+r "' a•• - ..<• {SCREEN SURFACE) y EN a a c V FOUNDATION r 'i lit:;;tCS t s �� EXTERIOR CORNER DETAIL EXTERIOR CORNER DETAIL MIN s t =_ T e .-.(PARTIAL ELEVATION) N.T.S. °a(PLAN VIEW) N.T.S. eE OF •+2 X 3 X 0.045 PATIO`TOP RAIL 4 d �'4 4 " a d.e • ♦+, 4 — #10 TEK X;�" (Per Clip) �- p .L 0R\10'' t a°+JA 3 8"%4" "WEDGE ANCHOR" OR EXPANSI9Q}Jo��,NAL THRU ANGLE AND BASE CHANNEL INTO CONCE1 r38A81111"' OR FOOTERS WITH,BRICKPAVERS. i SIDE VIEW OF 2x5 CONNECTION DETAIL — per side X 2 4 #10 7EK ( p ) BOLT (3) tOx3/4 SMS OR{4} 8X9j16 SMS EACH THRU ""WEDGE ANCHOR"OR EXPANSION CONCRETE TO FASTEN 2X2X.125 ANGLE TO COLUMN O RU ANGLE AND RASE CHANNEL INTO CONCRETE SLAB OR FOOTERS WITH BRICK PAVERS. 2 X 3 X 0.045 PATIO UPRIGHT 4 d d 2"X3"TOP RAIL TO UPRIGHT CONNECTION DETAIL " T yy A. y ORE EXPANSION-BOLT •' .+" . N.T.S. 3 B"x4""WEDGE ANCHOR' 'a d' • X9 16 SMS EACH THRU ANGLE AND BASE CHANNEL INTO CONCRETE SLAB 3 10x3 4 SMS OR (4) �B / �;i':.�i; ?i:'s: ad..•() sl / r ::: ::.::::::. r TO FASTEN 2X2X.125 ANGLE TO COLUMN OR f00TER WITH BRICK PAYERS. s • . #� Q x POST C 2 - 7• SNAP _ •v, a a.. - MAX. HOLLOW OR bd " / TYP. d• l ) 6 MAX. O?sin?ii:.: Q :ii:§ 4•:i;sa•. �ii:@3^: •. :•ii::::ii.O O EACH, IYP. L E H.°ANGLE MID.) > 2"x2".125 A AS F lEN D SIDE OF COLU MN MN E O 0 WITH(3) 14x3j4 SMS ................ 4 'x.044" MI 4 3-1 • a "2 BASE CHANNEL 1 x E CHAN MIN `~ • ', .b••'d. �;;:t;Fs::'3-1/2'MI a .+ :•d •' e' 4.' _' '" •. .d�.. .Q v•, ° n i '• '•'.•• : 4 _ d n :�. • ° ;a• • EDGE OF SLAB • t 4. :+ : e, : 4•' 2x5x.090 1/4°x3" "QUIKSET", TAPCON °a +' 'Td, :a• a °• x HOLLOW OR SNAP + ; ; • EDGE 0 SLAB ( ) OR EXPANSION 'T-BOLT®24" D.C." °d d ",'. 2x3x.045 1/4"x3''QUIKSET', TAPCON '.e d •° ''' ° (HOLLOW OR SNAP) OR EXPANSION'T-BOLT 0 247 oxc* 3/8°x4""WEDGE ANCHOR" OR EXPANSION BOLT; PLAN VIEW OF 2x5 CONNECTION DETAIL -THRU ANGLE AND BASE CHANNEI INTO CONCRETE SLAB NTS OR FOOTERS WITH BRICK PAVERS. , . PLAN VIEW OF 2x3 CONNECTION DETAIL R.T3 IDl3C DETAILS SIDE VIEW OF 2x3 CONNECTION DETAIL RTs _._ _ �.: a �P�R� PROPOSEDSOa 7iROOMAMMON"CONNEMMDETA99 ENGINEERING, INC. -- rmomxxwn4s w, wrz mwox m « �wr rA�artd• IYYgam! ensrflm%MAew+w rAepRpmvmn WERwoMtP.E Misc Details I 0 o S�1111.�a�00 PREPARED FOR: _ ARM ALUMINUM #8 X 9/16" TEK (5 PER PAN) These Plans and Standards meet the 6th Edition LLJ a1 the 2017 Florid.B.Bdi.q Code - OPTIONAL ALUMINUM FLASHING IF NEEDED ckf TO PREVENT WATER INTRUSION AT CONNECTION SEALANT (TYP) RALPH E.REMMERT,P.E.39610 e'CONCRETE'''•.,";'..•':.�. CAN®7457 rn "HEADER" CHANNEL FASTENER SCHDULE TO HOST STRUCTURES JBM&R ENGINEERING,INC. 8 x 3 4 SMS THRU FLASING ~ •' CONCRETE/MASONARY HOST STRUCTURE P.O.BOx 15s6 jIOx2-SMS®8-O.c. # / " to % FASTEN RECEIVER CHANNEL WITH 1/4" x 1-1/2" DRIVE PIN VALRICO, FLORIDA 33595-1566 TFIRU PAN HEADER INTO WITH 3/4" NEO-CLAD WASHER � jjjj OR 1/4" x 2-1/4" "QUICKSET" INTO CONCRETE BLOCK WALL (813)598-4643 FAX(813)655-0061 FASCIA BOARD(TYP.)/ INTO PANEL AS NEEDED ��L, /j OR TIE BEAM ® 12" O.C. � L NTH 1 /U(LbING WOOD FRAME HOST STRUCTURE � '�jj COVERED 0 FASTEN RFRA FRAME @E8" O.C. MUST FASTEN ITO NTO2XPLYWOOD STUODS) ° o o ° 3. "THICK x•12 WIDE STANDARAD INTERLOCKING PAN> j STEEL PANEL HOST STRUCTURE FASTEN RECEIVER CHANNEL WITH MIN. 1/4"x THRU BOLTS WITH NUTS 11011IIT11,uiii �— #8 x 9/16 SMS THRU HEADER FLANGE AND WASHERS ® 10" O.C. `��`111011111 N p E 12TOO.0 ROUND THE TTOM OF PAN PER METER 5 PER N) `:S�� • , �0,, PAN ROOF TO WALL DETAIL �`` Q. ,� �•EN 50 � USE SAME FASTENING PROTOCOL FOR ROOF PANS AND COMPOSITE PANED RODE PAN DETAIL TO HEADER CHANNEL AS SHOWN WHEN OVERHANG IS ELEVATED ENOUGFIr O N.T.S. ABOVE HEADER CHANNEL TO ALLOW ACCESS WITH SCREW GUN OR DRILL #8 X 9/16" TEK SPACED ®8" O.C. (TOP & BOTTOM) ATE OF , •F�ORP•' �p o L NAL ` •,. .CONCRETE' ANGLE TO PLUMB ROOFiPANEL RECIEVER CHANNEL USE 3/4" X 3/4" X•,0.0625" "HEADER" CHANNEL FASTENER SCHDULE TO HOST STRUCTURES OR 1" X 1" X 0.0625" ALUMINUM ANGLE cn CONCRETE/MASONARY HOST STRUCTURE J 0 jjjj FASTEN RECEIVER CHANNEL WITH 1/4" x 1-1/2" DRIVE PIN j j OR 1/4" x 2-1/4" "QUICKSET" INTO CONCRETE BLOCK WALL OR 11E BEil" M ® 12" D.C. CANTERED FASCIA BOARD CONNECTIONS (n ANFl //�j WOOD FRAME HOST STRUCTURE N.LS. jj i�i! %IX - p FASTEN RECEIVER CHANNEL WITH #10 x 2" SMS INTO PLYWOOD � COVERED FRAME WALL ® B" O.C. (MUST FASTEN TO 2X STUDS) Q STEEL PANEL HOST STRUCTURE FASTEN RECEIVER CHANNEL WITH MIN. 1/4"x THRU BOLTS WITH NUTS;" AND WASHERS ® 10" O.C. FOAM COMPOSITE PANEL DETAIL ------ #8 x 9/16" SMS THRU HEADER CHANNEL��. INTO SUPERGUTTER - @ 8" O.C. STAGGERED �==a�_ SLOP IN #8 x 9/16" SMS THRU HEADER CHANNEL TOP FLANGE VA A CHOR PER DETAIL FOR PAN INTO FOAM COMPOSITE PANEL ® 8" O.C. R COMPOSITE PANEL (12" O.C. AROUND THE PERIMETER) USE (5) 1/4" X 4" BOLTS W/ CHOR PER DETAIL FOR PANWASHERS PER COLUMN/POST COMPOSITE PANEL#10>t2'sMs®a'o.c ° °3" THICKx12" WIDE_ STANDARAD INTERLOCKING PANSE (5) 1/4" X 4" BOLTS W/ -1" X 2" MAY BE ATTACHED TJTRU SUPFRL11TI R IINTTOFASCIA BOARD Inv.y " � � • • y SHERS PER COLUMN/POST FOR SCREEN USING (1) #8 x 9/16 SMS THRU HEADER BOTTOM #10 X 1 - 1/2" @ 6. FROM TOP AND FLANGE INTO COMPOSITE PANEL - ®8" O.C. 1" X 2" MAY BE ATTACHED BOTTOM AND 24" O.C. (12" O.C. AROUND THE PERIMETER) FOR SCREEN USING (1) 1/4" x"2" SCREW THRU BEAM AND GUTTER #10 X 1 - 1/2" ®6" FROM TOP AND BOTTOM AND 24" O.C. 8 O.C. SIDE NOTCH POST TO CARRIER BEAM CENTER NOTCH POST TO CARRIER BEAM FOAM COMPOSITE DETAIL ROOF DETAlB N.T.S. lag I Mx ° 12 a dSUED ipl PDaal A NISfAdCIION 8CFEENR0WAD0n=-PLM ENGINEERING, INC. R6oSx¢oarrys to °a[ I.?190N m m tx rcP PA&xf= Wt%FL3 O /EWFAswtMdtl W FMPMMM fAC.11TE R MWCP.E m — Ie° ROOF DETAILS 1-0 o S�Id.l.�d �00 PREPARED FOR: ARM ALUMINUM These Plans and Standards meet the 6th Edition d the 2017 I'Md°Budding Cade 5 — #10 X 4" S.M.S. WITH 3/4" NEOPRENE WASHERS PER 4 FT PANEL ACROSS FRONT & 24" O.C. ALONG SIDES , RALPH E.REMMERT,P.E.39610 CAN#7457 JBM&R ENGINEERING,INC. P.O.BOX 1566 VALRICO,FLORIDA 33595-1566 (813)598-4643 FAX(813)655-0061 I C I I ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ m ❑ ❑ m n n n❑ n n n n n I I]C]C❑C]C]C❑1]C] 7¢]I SEALANT — TYP ON ALL INSTALLATIONS ------------------------------ (5) #8 x 3/4" SMS WITH 3/4" DIAMETER NEOPRENE — CLAD STEEL WASHER INTO EDGE OR RIER BEAM, TOP PLATE, OR SUPER GUTTER AL l7 N.T.S. i MAINTAIN MINIMUM 1/2" CLEARANCE w 0 j 12" PANE j/ NOTE: MINIMUM SLOPE = 1/2" PER FT „ ROOF PAN DETAIL N.T.S. CONCRETE d. d° ° #8 x 9/16 SMS (5 PER PAN) FOAM COMPOSITE TO SCREEN WALL HEADER DETAIL O I #8 x 9/16 SMS FOR COMPOSITE— 8" O.C. @ BOTTOM `% IREM = jSTEE�j "HEADER" CHANNEL FASTENER SCHDULE TO HOST STRUCTURES ���`•�``Q� • '+'/���''% cf) FjANL CONCRETE/MASONARY HOST STRUCTURE � •• ••EN �' O jBUIL"DI FASTEN RECEIVER CHANNEL WITH 1/4" x 1-1/2" DRIVE PIN :Q�'•��G S ••••��,��' OR 1/4" x 2-1/4" "QUICKSET" INTO CONCRETE BLOCK WALL OR TIE BEAM @ 12" O.C. No. 3 61 Q WOOD FRAME HOST STRUCTURE > FASTEN RECEIVER CHANNEL WITH #10 x 2" SMS INTO PLYWOOD °* Cc_ COVERED FRAME WALL @ 8" O.C. (MUST FASTEN TO 2X STUDS) = T ;• �w� .R.• ••STEEL PANEL HOST STRUCTURE FASTEN RECEIVER CHANNEL WITH MIN. 1/4% THRU BOLTS WITH NUTS AND WASHERS @ 10" O.C. '�.,, N,An ti `�•,``,� ROOF PAN OR FOAM"COMPOSITE.PANEL DETAIL= N.T.S. ::.. HOOFDE7AR8 nn nnnn CJQWu � PR7P08FDSCRJEMRU❑II ADDITION-PLAN ENGINEERING, INC. almmrec lllLllllGS xa are IE\eYl In a ry PAI7urt®1 YYkgaa ae watsmsMyaawo lA7Cp/A11tH0>rl R*hERwmnr&P.E la ROOF DETAILS I� o.j 3GaON00 sa PREPARED FOR: ARM ALUMINUM 0 ``\`\\\\►Illlifl ,,,Q These Plans and Standards meet the 6lh Edition ] of the 2017 Florida Bulding Cade a a. 9610 RALPH E.REMMERT,P.E.39610 TYP. SMB ^* *' CAN N ERI 457 JBM&R ENGINEERING,INC. �� P.O.BOX 1566 SIZE VARIES a d �l3 TATE OF �•`�(/ (813)598-04643 FLORIDA FAX(813)615560061 < P.= ��I ° : COMPOSITE ROOF PANEL (5) GUTTER ATTAC f��pR1Q• ° BEAM 2/ #8 X 9 J'(' AL�C (TYP.) _' - — #10 X 4" SMS W/ NEO ,,,, 1 #12X3/4" SMS EACH SIDE a WASHER PER 4 FT PANEL © 8" O.C. STAGGERfffj' �' EENING (SEE ATTACHMENT SCHEDULE) 1 #10 X 2" SMS 1 PAN ROOF: (5) #8 X 9/16» >, ° TEK PER 1 FT OF PANEL .`' 1"X 2"OB 1.5 2.125 062 RECEIVING CHANNEL a - 1/4 CONCERET ANCHOR EXISTING CONCRETE TIE BEAM OR WOOD FRAMED WALL (BY OTHERS) == 0 2 X 0.050" STRAP @ EACH BEAM LOCATION ATTACHMENT SCHDULE BEAM MASONRY WALL WOOD FRAME WALL EXTRUDED SUPER GUTTER 1,5" X 2,125" X As BEAM SIZE #12 SMS CONCR ANCHORS 1/4" LAG SCREWS 0.082" RECEIVING EACH SIDE EACH SIDE EACH SIDE CHANNEL CARRIER BEAM 2"X4" PB 3 2 f 2 2"X4" SMB 3 2 4 2 #12 SMS @ 24" 2"X5" SMB 3 ;v 2 r: ;;' '2 O.C., TOP AND 2"X6" SMB 4 3 ;;_.:.' 3 NOTE: SMS TO BE PLACED A MINIMUM OF 0.5" BOTTOM WITHIN 3" 2"X7" SMB 5 3 :? 3 FROM EDGE AND A MINIMUM OF 0.75" O.C. OF END OF BEAM. ZA 2"X8" SMB � 4 4 UNLESS OTHERWISE SHOWN. 2"Xs"X.072" SMB 6 4 4 BEAM TO GUTTER/ SCREEN ROOM 2"X9"X.082" SMB 6 4 4 N.T.S. 2"X10" SMB N.T.S. 7 4 4 BM crolrgcrloes BEAM TO WALL a �,�P� PROPOSED SCREEN ROOMADDITION-�CONNECTION�� ENGINEERING, INC. imvmia lwnvxs «a nae iawex lrr a we rags wanraas ucraoslPulsuo rAXPA OMM RepItE Rlfinefj PE mew®® •iia as Nr9 � 0 3L3UONO0 PRFPARm FOR: 4" THICK CONCRETE SLAB (NOMINAL) AS FOLLOWS ARM AUIMINUM These Plans and Standards meet the 6th Edition of the 2017 Florida Budding Code • 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. • REINFORCEMENT: 6"X6" # 10/10 W.W.M. OR "FIBERMESH" RALPH E.CAN d 457 REMME 7457 .39610 JBM&R ENGINEERING.INC. P.O.BOX 1566 66 • VAPOR BARRIER. )598 4 FLORIDA3FAX (813) ,5- (813)598-4643 FAX(813)655-0061 • TERMITE PRETREAT IS REQUIRED ONLY IF RESIDENCE HAS BEEN BUILT FOR 3 YEARS OR MORE, AND THE PROPOSED CONCRETE SLAB WILL BE IN11.1 CONTACT WITH THE RESIDENCE. N RE �� • IF FILL MATERIAL IS NEEDED, IT SHALL BE FREE OF VEGETATION AND FOREIGN N ' MATERIAL. THE FILL SHALL BE COMPACTED TO ENSURE ADEQUATE SUPPORT �= OF THE FOUNDATION. E OF • �W CRACKS OR HAIRLINE STRESS CRACKS MAY STILL FORM !ON�A�`Ii.-��� `'���`, MONOLITHIC FOOTING REQUIREMENTS FOR SCREEN ENCLOSURES -_• j -_ _,FOOTING-SIZE REBAR (heig1fcX-4 dth)_ 7111Ell 0 �F�II— �ff_AllRrLL_A II-1T—III-11f-1TI—MITI—III-1Tl—I' 8%8" (U.O.N.) 1 :-.-:#5 (U.O.N) Q I I — I I I f=1 11=1 I�I I I—I I I I I�I I=1 �I_fl 1 I I=_ -J 1=1�111=1�ri —I I If—T—ll_I HJ.J_HJ-1 I—II I�J1—I11=11= II 1l—IUE�II—JII—JI�J=1I II- - MONOLITHIC FOOTING REQUIREMENTS FOR CARPORTS AND SOLID ROOFS—l�L— I=ILL—�=���—I ` rl TI1 1i1—III—�IIf—II(=1111T�I1111 111 FOOTING SIZE REBAR MAX. TRIBUTARY LOAD WIDTH ITT= =�i=111=W=lIi--111=1T1—II1--111=11�1�11=1�= `,,.. 711=FiN -- (width x height) (distance between supports) rI=III=1�='i• 8"x8" 1 — #5 UP TO 7'-9" 12%8" 1 — #5 FROM 7'-9" TO 12'-3" �} rr/ 12%8" (U.O.N.) 2—#5 (U.O.N.) GREATER THAN 12'-3" SPAN . _ CONaErE� PROPOSIEDSOMIENF NADOfNON-COf10NEMWrAl.B ENGINEERING, INC. aimam FM POM h(XNSlRLCIIaN Wi NR 1m�micc oanrrav Ra aa[ er I a I W Raibaw vAftnnm W*fftWPMW4WpL�FMPM®'s°ya�M R*hE R=nS4 P.E • mqw.�.a oases �-� conCracx m aYi p� IB �.ON�i1lL 1 L 1 U E�Om10� aliR Qa NT5 s