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HomeMy WebLinkAbout20-940 , e City of Zephyrhills IIIIIIIIIII101ER,MIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BAR-000940-2020 Phone: (813)780-0020 Fax: (813)780-0021 1 Issue Date: 11/12/2020 r Permit Type: Add/Alter (Residential) Property Number Street Address 3152 Nubbin Ridge Lane Owner Inforration Permit Information Contractor Information Name: ROGER&ARLENE SCOTT Permit Type:Add/Alter(Residential) Contractor:ARM ALUMINUMN Class of Work:Add/Alter Residential Address: 3152 Nubbin Ridge Ln Building Valuation:$2,400.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: Mechanical Valuation: 0.00 Plumbing Valuation:$0.00 Total Valuation:$2,400.00 Total Fees:$78.00 Amount Paid:$78.00 Date Paid:11/12/2020 10:12:48AM P.rroject Description CONSTRUCT SCRN RM W/SLAB Application Fees Building Plan Review Fee $26.00 Building Permit Fee $52.00 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. -Y64IZ5� y1Q9L4y 96r. CONTRACTOR SIGNATURE PE r IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-OU2U City of Zephyrhills Permit Application t ax f313-7uo-�ozl Building Department G Sri Date Received (0>4) Z p Phone Contact for Permitting /j3 t I<l a 9.11 FTTrTT-'E'f"IF r a#r*[i a s a a IL Owner's Name I C 01::V /J C C) ?-T Owner Phone Number Owner's Address 3 � M tI c 61 )Al al L N. Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number �! Fee Simple Titleholder Address JOB ADDRESS 3f�Z Lh ` � Y�• LOT# SUBDIVISION t't100C?V �lVC�1 �- PARCEL ID# ZV-26-21-0/10- 00000- Z710 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR B ADDIALT 0 SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM OTHER M� F TYPE OF CONSTRUCTION Q BLOCK = FRAME STEEL DESCRIPTION OF WORK S Clt t-t� ICf fie- /Y�OA r7✓4Q BUILDt SIZE r X "Zr SCI FOOTAGE � HEIGHT BUILDING $ Z q two VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL �7 AMP SERVICE PROGRESS ENERGY Q W.R.E.C. 6X' =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS 0 ROOFING = SPECIALTY 0 OTHER { FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Y/N�— Address License# ELECTRICIAN Fi� COMPANY I SIGNATURE REGISTERED Y/N FEE CURREN Y/N License# Address PLUMBER COMPANY SIGNATURE REGISTERED _Y/N FEE CURREN Y/N Address I License# MECHANICAL COMPANY I � SIGNATURE REGISTERED YIN FEE CURREN Y I N Address License# OTHER � i—� COMPANY r,1`_.— SIGNATURE REGISTERED YIN FEE CURREN Address ��%J+ n�� ?r 'Z� License# Y""" �>taaaatt;tia�ara�assalta�aa�sa�ara���aatr�rl«ortajaletasatzxaat:rt>r>r�.xaratffl,s�I 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 wI Slit Fence installed, Sanitary Facilities&1 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,Stomrwater Plans wJ 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. Dlrections: 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(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(PlottSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 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. CONSTRUCTION LIEN LAW.(Chapter 773, 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 outer than the"owner", i certify that 1 have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to cammencemant, CONTRACTOR'SJOWNEWS 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 deveiopment. 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. 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 commending 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 YOUR NOTICE OF COMMENCEMENT FLORIDA JURAT(t=.S.117.43) ���%�2/ �"CdU���✓"`-' OWNER OR AGENT CONTRACTO Subscribed and swom to(or.affirmed)before me this Subscribed and swo to o nned)before rye this by by . - (ail A Who is/are personally known to me or has/have produced Who-' /are personally known to me or has/have produced as identification. - Z)16 L4 ram C t Le I Se_ as identification. Notary Public Notary Public Commission No. Co ssla No UELINE BGGES Name of Notary typed,printed or stamped Name ff b *w tgmWWW#fP '* Expires December 12, 022 Bonded Th Troy Faintnsuranca844.3857419 ''rFOF P4�•• N Y AS BUILT SURVEY(FINAU SEC. 24 , TY.P. 26 S, RNG. 2 E. WITH SELECTIVE SPOT ELEVATIONS BEARING BASIS; LOT 271 WEST BOUNDARY OF SUBJECT PLAT BEING N 00-23'02` E H DDEti RIVER PHASE 2 PASCO COUNT`, FLOROA, TraS SJR*�`EY IS SJBj__CT 70 ANY FACTS THAT MAY BE D'SCI-OSEO BY A FULL ANO ACZURATi TITLE SE ARC* ALSO SVBJEC7 TO SETBACKS, LEGEND: EAS-MEN-S AND OF RECORD. E-00.0'= EytSP.NG GRADE n UNDERCROUND FGOTER, STEM WALL. AND UNOEP,QROUYD U-11LITtES AfE NOT LOCATED OR SHONN PREPARED FOR AND CER T IF:ED TO: CAtATLANTIC71TLE INC. u� DD NOT SCALE THS PRINT. DIMENS+Orts Attic NORTH AMERICAN 7:TLE INSURANCE COMPANYNOTES-ARE PRErERENCE EAGLE HOME MOR-GAGE.LLC STRUCTURE TIES SHONN HEREON DENOTES ROGER_ESCOTT MEASJR%MEN7 FP,OV FORM SC•ARDS/FOUNDATION ARLENESCO- "0 PROPERTY LINE PJRIOSE OF SURVL�: TO 09TAaN Hi.R:ZON7AL AMD/OR LERT:CAL DIMENSIONAL DATA :0 S-OK CONSTRUC7.10;, t,MPROVEL!EN S 4r 0 10' PUS--IC U+:,'-Y EASEVENT i I >i LJ 772 51 I t !d I �� Z 2,or sNab SP4'24'30' • t f� sptcM' a. yes•, el Z § u i =3vC. .- ]r COLUkv ONE S_O 1 1 gi = cam, ES'.O k_ _E M WI 1 4 COhC. (W I U c 5$ tr I 21, � p 2C Y S\' Itjr •� BO'49'�g $y 5"A/c _-v) 1iG. f' I L07 270 - PLAT BOUND•A- w 7 i ( DESCRIPTION, LOT 271, MAP OR PLAT ENTITLED '""DEN RIVER PHASE 2', :_OWEST FLOOR ELEVATIONS: AS RECORDED :N PLAT BOOK 79, PAGES 102 THROUGH 110, LhANG AREA: 73.93' OF THE P.:BLiC RECORDS OF PASCO COUNTY, FLORIDA. GARAGE AREA: 73.44' ELEVATIONS REFERENCED +'0 I'VR+E RADNS ARE I 5H579 I SEAR!t.'G I O:LTA NATIONAL GEODETIC 'ERT.CAL F C 1 940.GD 1 B9 7LI' 1 9a 7'- •:G753.09-.E 05'3i 41' T C 1 C165 !105E 00' d:64' E..E2' S L;'??'S7'14 03'34'S+' t (P&V) :)A UV, Oc 1929. MEAN SEA C:B3 19.00D' •55.75' 155.7E' N 0722'5T E 10SM'SA'.._ lRhM; L°V£L= 00.00 FT. APPARENT FLOOD :AZARD ZONE: "X" COMMUNITY PANEL NO. 12.01C 0458 F EFFECTIVE DATE: 9/26/2014 Square Tee!: 65-1.92 4 .ENNAR MOMES ..EGENC. (C)- :4LCOLATE0 DATA, (D)- DEED DATA, (M)- MEASURED DA-A, (P)= PLAT DATA,(j- CE.4�SRONE, A/C= AIR CONDITIONER, ALF= ALUM NUM FENCE. APU- Ao-ARENT OH:�CAL US-.g•'E= BASE FLOOD ELEVATION,C/C= COY. COAC.,C/S= CONCRETE SLAB,CCR.. CORNER,CL7-CHAIN LINK FENCE. CONC= CONCRETE COt= C�-VER'c0,E/P. ED>E OF PAVEMENT,F/C=FENCE CORNER, FCM= FOUND CONCRETE MONUMENT,FiP- FOUND IRON PIPE, FIR- --CUND IRON ROD, FN&Da r0UNO NAR. &D!Stt, '-PIP= FOUND PINCHED IRON oIPE, LIAS.- MASONRY,NCF= NO CORNER FOUND OR SET. OR- VFICIAL RECORD BOOK,06. BLAT BCC'!,PC0- PERt2A>tEN- _Z%" a_POINT.PRL+= PERMANENT REFERENCE MONUMENT,R/W= RiGiaT OF WAY,R- RAOIUS, StR= SET 1/2"IRON POI,& CAo No. 4493, Sari&D= SET NAIL &DISK Nc 4493, S/W=SIDEEWALN TV= irMPORARY BENCHMARK, l'r= VINYL FENCE, W F= WOOD FENCE, W!7Q W-MESS D*c++n HEREBY CERTIFY AT THIS SURVEY WAS MADE UNDER Mr JOfiN R.BEACH&ASSOCIATES.'ES,INC. SMS RESPONSIBLE CHARGEVD MEETS THE APPLICABLE STANDARDS OF c SURVEYORS AND MAPPERS BRACTICE:OR SURVEYS AS SET FORTH BY THE FLORIDA BOARD 0, GnecAtc By. -AN SURVEYORS IN Ch AFTER 5J--7 351 HROUGH 5l-17.053. 7 t4ES'. $T.pETEP,SBURG OR+•lA JR9 � ONE OLOSMAR,FLORIDA 34877 '•LO tDA SIRAT!VE 000E, PURSUAI'IT TC SECT!ON -72.027 ?'AY (8)3)854-1276 FAX(813)655-8370 5 rL ATE S/ NOT VALID 1Y:HOUT ORIGINAL SIGNATjRE IDaka. AND THE SEAL OF A FLORIDA UCENSEO I FINAL 5/8/20 OWS St E OAT $✓RVEYOP, AND MA.-ER I OMN R. CH Re,••s:.•'s. rORv BARD TIC IN 2/2/20 RTY, FOUNOAii0t7 TIE rN 2/27/20 RTv %. ORIOA REG. , D SURJEYOR No.29B4 LB14493 JEFF M. HARTL YEY PROF-cSSIONAt ROR & MAPPER Na-7123 / IRISH �BCIS Home Log In User Registration H.tmpl- � sub.x s"nxm° � stats*pacts � Publication!-. � c"mo" u" aCIsSlteMap L Flodd db a Product Approval USER:Public User Product App_rovalMenu^Product or Application Search^Aa�e�uu��"«pro=�nu°�u slo- n-# RI1443-R1 xppUcauonTvpe Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer structaU Building systems, Inc. Address/phone/small aso Burbank Rd. Oldsmar, rLs4a77 (azs) oss'zazr |nfo@stru,tn||.com Authorized Signature ncnnyMntuzn |n[o@ytrudaU.00m 7ecxn|o,| Representative Ken Clay *uurcsu phone/smaU sso Burbank Road Oldsmar, pLa*a77'*yua (800) 969'3706 kduy@suocto||.cum Quality Assurance Representative Ken c|nv xuuness/phone/sma|| sso Burbank Road Oldsmar, rLs«a77 (800) 969'3706 ` kdoy@structn||.co,n coteo»n/ nuunno subcou,oun/ Products Introduced asn Result or New Technology Compliance Method Evaluation Report from n Florida Registered Architect orn Lice Professional Engineer [] Evaluation Report nanucupvnecc|veu Florida Engineer ur Architect Name who developed the Do Kim Evaluation Report Florida License ps'49+97 Quality Assurance Entity TzoAocoLLpuunRAocoA Twining Company Quality Assurance Contract Expiration Date 12/31/2022 vo||uateu By lames L. Buckner, P.E. @ caucnEnn|nec,|no 6D xu||dnUun Checklist- Mnrdcopv Received Certificate orIndependence FL21443 R1 COI certificate of otzdxace.udf Referenced Standard and Year(of Standard) 1t SCREENED'ENCLOSURE ENGINEERING DESIGN These Standard and Plans meet the AND SPECIFICATIONS FOR PERMIT APPROVAL 6th Edition(2017)Florida Building Code *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 120 105 11U for 130 ley 1 e - 119 1z© ARM ALUMINUM 1) All Aluminum shall be 6005-T5 with a minimum wall thickness of 0.046 Ise 140 2) Aluminum shall have an E=10,000 ksi and Fy = 35 ksi ise .n h 3 Screws shall be self-tapping and confor taA M� B18.6.4 specifications. 4) Soil Bearing Capacity Min. 2,000 %ps,� �MIV1E 130 ..G�NSE• �_. 1. Man are ullmdc #s1II1 3•se<aretl dust 'M - •• Vita wea: in miles per Nor (a/A) at 33 JBM&R Engineering, Inc It rsm, Bey.R+r a our ta•,Q.<<.t_ •� 1 o POBoX 1566 W 2. uhsar trterpolation betaen tca eurs 140 Valrico, FI 33595-1566 2_ s. folands and coastal arm outside the I 16® 4- 1 813-741-2109 %*.o••'• SAP �•' C�= mlast «,tom oral: os+r thw laa: .+i,d n,..d — '�' i etvlr wAn of the e .t aa. -- 'a •• •'��,.� 4. vowtain tarr io, acra.a, xaaa 15 __ ,���i �•••• •�•••' •�` ````��� `shall d tu Promontories, d esnned for msielrfndtc tabendl- Rtl ALL WORK SyALL`+OI'�PL „11111Illttttt s. gird +feeds CWT-sow to ap:rnrimroy ' WIY VAILII�� ass%Ixob011lty of exceedmce lit w ywrr 160 CODES FLORIDA BUILDIN C (canual Ixceed,nce IRaboUllty.O.X-333, S NATIONAL ELECTRIC COD 14" -"oo r••r•l. 1 RCM V AND THE CITY OF�.EPHYR 'ILLS REVIEW DATE NOV 0 2 2020 170 170 ORDINANCES CITY OF ZEPHYRHI PLAN EXAMINER a 0 PRfPARM FOIL' ♦�� `" 11��1l,I� � ARM ALUMINUM ` EXISTING ` `C N C �� Thm Plea and Stondmde meet the 6U Eaton ` a!Me 2017 Florida 6ul& Code 2X3 TOP PLATE (TYP) RESIDENCE `��'•�,��EN N . 3 RALPH IL REMMERT,P.E.39610 CAN 17457 • ` JBNdR ENGINEERING,INC. ' � • OF P.0.80X 1566 ' N N jV VALRICO,FLO6DA 33595-1566 X X X ��••• P•;' : (813)598-4643 FAX(813)655-0061 cV ` .. ORS..••• ��. 3" STRUCTUALL ROOF .,ss10 NA�E�,,.,'` A 12 FT. X 25 FT. © 2X2 2X2 2X2 6'-0" 6'-009 N N A PLAN © 2x2 ELEVATION 2X3 TOP PLATE (TYP) 2X3 TOP PLATE (TYP) TYPICAL DOOR CONSTRUCTION CV 17 I`7 04 OWNER TO DETERMINE LOCATION OF DOOR(S) N N N N 04 C4 LOT 271 x C,4 x 2X2 2X2 2X2 HIDDEN RIVER 2 ROGER SCOTT 2X2 2X2 3152 NUBBIN RIDGE LN. 8'-339 8'-3" 8'-3" �' ZEPHYRHILLS, FL 33540 24-26-21-0110-00000-2710 24'-991 1 2'-0" ELEVATION ELEVATION KMABNA710N8PKIP0BMWRM CJQIJUU ° W on= A �anuml 'R0a"ADD1�'' ENGINEERING, INC. to1� r a AA ramxm wmaad ,ML,Aaa pm� �Zfflm wm, fthERM1104P.E �� a' 0NL 1 , I' 0 a PREPARED FOR: ARM ALUMINUM rl` I 1'X 2'DB(SIRE WALL)'-'y y� I" rn.r of the2017 FlaSt.ddda Bulaq Coda EdOm po S.M.S.x 1 7f uoNc o•i4 O.C. �5 POSE R:oLLILN I 2 010 SY.S.FROM INSIDE FACES OF I `_z (HQLOW oR SNAP) Y:- ;r` 1'X 2'DB INM SCREW SPLINE OF 1-1/2'LONG/10 Y x:1/r ANGLE W/ 1'X 2'DB(1'EUBm110iT YIN.) ® I #14 SM.S AND 1'4'e X 2 1 4 I I U.S.O 24 O.C.TV. // /V RAIPH E.REMMERL P.E 39610 SEE PLAN VIEW BELOW,. I LONG CCNCRElE.11NCHOR Yx2'.125'ANGLE EACH CAN/7457 I I ANCHORS 70 FOUNDATION` SDE OF CMIAN FASTENED JBM&R ENGINEERING,INC. SEE PLAN NEW THIS SHEET 1'X 2'(DB)W/1-1/2' "(3)/IOx3/4 SMS t�ttuttt��4i.0!9W(r 5_66 x I I LONG/10 S M S O 24 O C (TYP.) •»»>............. ���(e �A1�co� ^Ji5 60061 . . (ROOF BEARING WALL) 00 Y x 2'HOLLOW 2'xf.125'ANGLE C E ; . EA11 •\ �l SIX OF COLLIW F S• a ' • —SQtmi SURF—————— i'x2'x044'BASE CHANNEL :st•:9A Y;:a:;:;,: :i::i (3)fI . 396 FoulDAnal EXTERIOR CORNER DETAIL MN .? <.<;•••• _ c ., EXTERIOR CORNER DETAIL (PAR7IAL S"A710N) N.T.S. b, .° (PLAN VIEW) N.T.S. d •; '.'• ^�•= rA ' 2 X 3 X 10:045 PATIO 'TOP RAIL d a • i4 :r• : ' ;` GIP'•' 4 — �10 Tr=fC X �' (Per Clip) fill - ... .. ..:*;.• •: ";•,d:•,'•:�'. •+:% , '. �''����x �l_ E�G`��` "^w '.. 3/8'x4'MERGE ANCHOR'OR EXPANSION BOLT 7HRU ANGLE AND BASE CHANNEL NM CONCREE SLAB OR FOOTERS WITH BRICK PAVERS. SIDE VIEW OF 2x5 CONNECTION DETAIL :...............:...................... 4 — #10 lEK X ' (2 per side) _ OR EXPANSION BMT (3)/ICx3/4 SUS OR(4)PM/18 SMS EACH 7M ANGLE MD BASE CHAW4L IRM CONCRETE SM TO FASTEN 2=125 ANGLE TD COLUYN OR FOOTERS WITH BRICK PAVERS. 2 X 3 X 0.045 PATIO UPRIGHT ,• . 2"X3"TOP RAIL TO UPRIGHT CONNECTION DETAIL ..' ' ILLS F. «<>'.:n: 3 x4'IIEDGE ANCHOR'OR EXPANSION BOLT •. D �' A E •'d •:' .�:. :' Ox3 4 SMS OR 4 e TM ANGLE AND BASE CHANNEL DIM OONQiEIE (3)fI / ()�h sus EACH SLAB d :ri %':i:•;a;;;#.:<:% 9 .,f TO FASTEN 2=125 ANGLE TO COLWN OR FOM MATH BITCH PAVERS '� HOl1AM1 OR SNAP'--' •' w .. . ( ) i - d • TYP. 2'x2'.1z5'ANGLE EACH :::•...-:::.:::::::::. ....... .::.:::.:::.. O SDE OF CpUW FASTQFD _ mPa O .......-:::::-:::.... ::: :•:• ::::::•:::;: :...................:::. :<•: MA1H Ox3 4 SMS O (�/I / .......................... .............................. i'x2'xON4'BASE CHANNFl ........................... .: r• 'd 3-1/2' • •' ;. n� �• MI. a YN v r • a. :•e• a• •' ' :••: °y f ` WX09 OR SNAP) 1/4x3"CUIKSE'.TAPCW • : OR D PAN90N'T-BOLT O 24 ae.' .. • 1/4W'QJIMP.TAPCON •° (HOLLOW OR SNAP) OR DFAN90N'T-BOLT O 24 as 3/$'x4'HEDGE ANCHOR'OR ET�ANSION BOLT PLAN VIEW OF 2x5 CONNECTION DETAIL 7HRU ANQE'AND BASE CHANNEL NM OONCREIE SLAB OR FOOTERS TMTH BRICK PAVERS PLAN VIEW OF 2x3 CONNECTION DETAIL _.,. an xm M®6 DErAU SIDE VIEW OF 2x3 CONNECTION DETAIL.-` A nn Ku 0 WOFMRW. PRoPosm 'RDDMAwmoN-om&wRMDerAu ENGINEERING, INC. _-- ^""' nee• n R a w P.Qaxtm wmamm /mrrimsRwerMa rAlcpWxmam I; / hEkvnnallCP.E �� Hrs OP vo, p urn � -- -- — — PREPARED TOIL ARM ALUMINUM /6 X 9j16' TEX(5 PER PAN) It ines of Me 2 EdiUm 017 Florida Bu1dn Code • W OPTIONAL ALUMINUM FLASHING IF NEEDED TO PREVENT WATER INTRUSION AT CONNECTION � •. ■ ■ a ■ ■ ■ a ■ ■ ■ ,•� - _ ::+,'. .`,• 4 '+..:. n■■ ■ ■■n gAtp}I E RE MERT.174 P.E.39610 • CAN/T457 •�'.OQ16EE''i.!.": •••-•• •••,....� r.cteurn cn11NtIF TO HOST STRUCTURES JBM&R ENGINEERING.INC. SEALANT(TYP) _ EA ,, . P.O.BOX 1566 +''' CaRCRETE ASM ARY Host STRUCTURE ■ VAU IC0,FLORIDA 33595-1566 #8 x 3/4' SMS THRU FLASHNG y F11 �RECETVER CUANN_EL�iN 1H%4 x 1-1 2 EVE PIN (613)598-4643 FAX(813)655-0061 ^� WITH 3/4'NEO-CLAD WASHER to OR 1 4'x 2-1/4'�OUI IN CON BLOCK WALL INTO PANEL.AS NEEDED OR E BEAU 012 O.C. A!W lOd110(iTP. = W=FRAME HMT STRUCTURE to FAsTEN YWOOD COVERED FFRAME CHANNEL O-Q TH IMUST FAQ INTO 2X ) •n 3" THICK x 12' WIDE STANDARAD INTERLOCKING PAN }Q sTm PANEL HOST STRUCTURE ■ FASTEN RECEIVER CHANNEL WITH MIN. i j4'x THRU BOLTS WITH NUTS AND WASHERS 0 10' O.C. �8 x 9//16 SMS THRU HEADER FLANGE INTO Bb1TOM OF PAN (5 PER PAN) ��Ilununugf tY O.0 AROUND THE PERIMETER PAN ROOF TO WAL dETA1L USE SAME FASTENING PROTOCOL FOR ROOF PANS AND COMP05IlE PAN �• _ . , w! '�.,,r TO HEADER CHANNEL AS SHOWN WHEN OVERHANG IS ELEVATED EIIOU �r '•E • •• �'�i ABOVE HEADER CHANNEL TO ALLOW ACCESS WITH SCREW GUN OR ROOF PAN DETAIL Ku No. 1 "= �18=X.9/16' TEK SPACED 0 BeD.C. TOP do BOTTOM) fk c�c E OF s ORO .'�,.. � ■ ■ ■ a ■ vane ■ '�� ' ••��`', o v a o ■ � a a a a a a a �� •. �•• �',..�••. ` �SJ�_. !�!fllllllllllll ANGLE 11ayPLU B ROOF PAi�1.RECEEVER FIANNi1 ', 'HEADER' CH NNEL FACER SCHOUIE TO HOST STRUCNSES �,- USE 3j4 X 3�4'X 0.0525 N C@1CRETE/NASONARY HOST STRUCTURE S OR Y X 1' X 0.0625' ALUMINUM ANGLE'; _/ FASTEN RECEIVER CHANNEL YATN i j4' x i-1 2`DRIVE PIN ,�j GR tj4' x 2-1/4 •WICKSEt• tNTiOo CON BLOCK WALL OR TIE ;012 O.0 En ;;D FRAME;;STRUCTURE >i SMS INTO PLYWOOD CANTERED FASCIA BOARD CONNECTIONS t /i FASTEN RECEIVER CHANNa WITH �10 X 2' J`,) ILTs COVERED FRAME WALL 0 Be O.0 (MUST FASTEN TO 2X STUDS) STEEL PANF7..HOST STRUCTURE FASTEN RECEiV>:R CHANNEL WITH MIN. 1/4'x THRU BOLTS MATH NUTS;` AND WASHERS 0 10" O.00.} !y�= L ' FDAm P1111POStTE F ANO- DEIML j #6 x 9/Ir SMS THRU HEADER CHANNEL INTO SUPERGlT1ER - 0 Be O.C.STAGGERED CHOR PER DETAIL FOR PAN » ��BB x 9/16'SMS 1HRU HEADER CHANNEL TOP FLANGE � --..,•.�-r,._ ���tl� �ry;=�='` COMP061'*E PANEL II FOAM COMPOSITE PANEL 0 8'Q.C. RooF pAt� � USE-(5)1/4 X 4'BOLTS Wj (12' O.C. AROUND THE PERIMETER) CHOR PER DETAIL FOR PAN WASHERS PER COLUMN/POST a a n a a a ■ COMPOSITE PANEL 1' X 2' MAY BE ATTACHED � ,ys• oG x 12' WIDE STANDARAD INTERLOCKING PAN4 USE(5) 1 f4 X 4' BOLTS Wj FOR SCREEN USING 1) • • • a ,, a . u . -- - . - - WASHERS PER COLUMN/POST � � #id X 1 -1/2" 0 6�FROM TOP AND KIM /B x 9j16 SMS THRU HEADER BOTTOM 1' X 2'MAY BE ATTACHED BOTTOM AND 24'O.C. FLANGE INTO COMPOSITE PANEL- 0 Be O.C. FOR SCREEN USING(1) (12' O.C. AROUND THE PERIMETER) /t0 X t - i j2' O Be FROM TOP AND BOTTOM AND 24' D.C. SIDE NOTCH POST TO CARRIER BEAM �/4•�2' SCREW THRU BEAM AND GUTTER O -O C.1 CENTER NOTCH POST TO CARRIER BEAM ROOFDETAMB FOAM COMPOSITE DETAIL KTs ppnpmmg glRp011ADDtIgN-Ktl ENGINEERING,INC. o ssmtat TRW smMmum PAOaR� oh—ft " Nmrrrrsl/>x�r° FUCRWl�g11 F-R&WWtP.E �M111ar � Mfa � .tMY a � � ■w■w NJ��• .SisP o . a PREPARED FM- ARM ALUMINUM Thee.Plane and Standards meet the Gth Edition of the g017 Florida Buldhg Code 5 — #10 X 4" S.M.S. WITH 3/4' NEOPRENE WASHERS PER 4 FT PANEL ACROSS FRONT do 24" O.C. ALONG SIDES RAIPH E REMMERT,RE 39810 CAN'/7457 .BM&R ENGNEERING,INC. P.O.BOX 1566 VALRICO,FLORIDA 33595-1566 (813)59EI-4643 FAX(813)655-0061 l c 1 0 [1 0 0 0 EE 0 0 11 u n n n u n n n n n 17[7[][7C 7[71 7[7 3M71 ------------ SEALANT — TYP ON ALL INSTALLATIONS (5) #8 x 3/4' SMS WITH 3/4" DIAMETER NEOPRENE — CLAD STEEL WASHER INTO EDGE OR CARRIER BEAM, TOP PLATE, OR SUPER GUTTER?f N.T.S MAINTAIN MINIMUM 1/2" CLEARANCE W O j 12' PANE Elf ,I NOTE: MINIMUM SLOPE = 1/2" PER FT U // ROOF PAN DETAIL o n o a o 0 0 o a o • •. ..• N.T.S. a', ,�• a c o n o c o n o • : .:.CONCRETE '..,::.. ' I #8 x 9/16 SMS (5 PER PAN) FOAM COMPOSITE TO SCREEN WALL HEADER DETAIL V) #8 x 9/16 SMS FOR COMPOSITE — 80 O.C. O BOTTOM O= "HEADER" CHANNEL FASTENER SCHDULE TO HOST STRUCTURES �,�.J%""111118111".,, CONCRETE/MASONARY HOST STRUCTURE REM (n PAN Q1� M Oj UILUI FASTEN RECEIVER CHANNEL WITH 1/4' x 1-1/2" DRIVE PIN �.�``��Q�-',:' .GENS.' _ �jj OR 1/4 x 2 1/4 QUICKSET' INTO CONCRETE BLOCK WALL OR TIE BEAM ® 12 O.C. �':• F Q WOOD FRAME HOST STRUCTURE No.396 0 > FASTEN RECEIVER CHANNEL WITH #10 x 2" SMS INTO PLYWOOD COVERED FRAME WALL ® 8" O.C. (MUST FASTEN TO 2X STUDS) cc •- S STEEL PANEL HOST STRUCTURE -0 •' T Q` ' FASTEN RECEIVER CHANNEL WITH MIN. 1/4"x THRU BOLTS WITH NUTS AND WASHERS ® 10" O.C. %,t� • ..R,�'' N.�`�� ROOF PAN Oil--,FOAM=COMPOSITE-PANEL ED TAIL N.T.S. -�-�; �-=:2� ROOFD6rAu WM RD MW&CMMW I PROF08ED EX77EHJ ROONAODDIDN-PIAN ENGINEERING, INC. tttlwttw tt� . ttttt� ■ a w Paam Drniliw= wrtessP■w■o A ammigm eseeel p � ``„TtHuuupr�,r PFEPARED� `,��� �, ��GENS'• �,�� ARM ALUMINUM ` �=• � Them Hme and 6tmdande mat the 6N Editor . 39 of the 7017 Florida Bu➢Smq Code A. a V d• TE OF LJJRALPH E REMMERT.P.E 39610 �� CAN/7457 ,, i�,O••• �` JBM&R ENGINEERING,INC. TYP. SMB .F P.O.BOX 1566 SIZE VARIES a '% ••O••• ••' VALRICO.FLORIDA 33595-1566 < Orw,`A 1 `�;```,o (813)598-4643 FAX(813)655-0061 COMPOSITE ROOF PANEL (5) GUTTER ATTACHED YC7 ' a a BEAM 2/ #8 X 9/16" TEK SMB (TYP.) — #10X4" SMSW/ NEO#12X3/4" SMS EACH SIDE:; `: a WASHER PER 4 FT PANEL 08" O.C. STAGGERED SCREENING (SEE ATTACHMENT SCHEb.ULE)°., 4: #10 X 2" SMS PAN ROOF: (5) #8 X 9/16" 1.5" 2.125"X.062" a TEK PER 1 FT OF PANEL ? 1"X 2"OB RECEIVING CHANNEL 1/4" CONCERET ANCHOR EXISTING CONCRETE TIE BEAM OR WOOD FRAMED WALL (BY OTHERS) r ATTACHMENT SCHDULE- 2 X 0.050" STRAP ® EACH BEAM LOCATION -� BEAM MASONRY WALL WOOD FRAME WALL EXTRUDED SUPER GUTTER 1.5" X 2.125" X BEAM SIZE #12 SMS CONCRETE ANCHORS 1/4' iAG SCREWS 0.082" RECEIVING EACH SIDE EACH SIDE EACH SIDE CARRIER BEAM CHANNEL Q � 2 X4 PB 3 ,'2 .0;, 2 2•x4' sM6. 3 K`:i z #12 SMS. ® 24" 2'X5' SMB 3 _ 2 „'=-': 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. 2'x6• sMB 6 4 4 UNLESS OTHERWISE SHOWN. 2'X9'X.072' SMB 6 4 4 BEAM TO GUTTER/ SCREEN ROOM 2'X9'X.062' SMB 6 4 4 N.T.S. 2'X10' SMB 7 4 4 • BeAMcaNrccrlDlde • BEAM TO WALL PmPoea�s�m '°""°°"a-s""G°" c"°"°ET"�a U. ; ENGINEERING, INC. to to a w �awvurs taecuam6 wrreaRlL &XRAOE6Wf /3phElbrtmirtPE ;T,e e o �� Ora PfUAM FOP. - . 4" THICK CONCRETE SLAB (NOMINk)_-A& FQ.LLOWS ARM ALUMINUM These Pima and Slmdmda meet lho filh Editlm of fhe 2017 FI.W Boddie,Code • 2500 P_SLiCOMPRESSIVE STRENGTH AT 28 DAYS. .> • REINFORCEMENT: 6"X6" # 10/10 W.W.M. OR "FIBERMESH" t" ,, RALPH E CREABAN 07457.E 396f0 sM&R ENGINEERING,INC. P.O.BOX 1566 VAPOR BARRIER. VAuaGG,F 15- (813)598-4643 FAX(813)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 IN ,I °?%A RE CONTACT WITH THE RESIDENCE. ;� .•• '�cE• F '-- rn V • IF FILL MATERIAL IS NEEDED, IT SHALL BE FREE OF VEGETATION AND FOREIGN NO' -_ MATERIAL. THE FILL SHALL BE COMPACTED TO ENSURE ADEQUATE SUPPORT =� OF THE FOUNDATION. � =,moo � OF CRACKS OR HAIRLINE STRESS CRACKS MAY STILL FORM SLOPE CONCRETE MIN. 2% AWAY FROM STRUCTURE - MONOUTHIC FOOTING REQUIREMENTS FOR SCREEN ENCLOSURES FOOTING SIZE REBAR (height x width) 0 8'x8' (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' 120x8" 1 — #5 FROM 7'-9' TO 12'-3" 12"x8" (U.O.N.) 2—#5 (U.O.N.) GREATER THAN 12'-3' SPAN CONCIRM • dQH G3 0 69®�RRIf t�WlLml IA IA iR0p1ADDR10N'00N"�1E0�"'� ENGINEERING, INC. ■ a Aw MAW wcaa>® AHdrRmsAf6AdU10 �A>f9�f p�ERrrndrCPE —ion cauczcr a� �. f.. AS BUILT SURVEY(FlNAU SEC. 24 , T+HP. 26 S, RNG. 2� E. WITH SELECTIVE SPOT ELEVATIONS BEARING BASIS: LOT 271 WEST BOUNDARY OF SUBJECT PUT BEING N 00'23'02'E H DDEN RIVER PHASE 2 PASCO COUNT`', EiARiDA. j THIS SJR',r.Y IS SJBJc'CT 70 ANY FAC15 7MAT A�+t MAY BE D!SC!•OSEO BY A full ANO ACCURATE TITLE SEARC,h ALSO SUBJECT TO SET3ACKS. LEGEND: BASEMEN.-S AND RESTRIC-.0NS OF RECORD. E-t?.0•- EXISTING GRADE n UNDERGRCUND FGOTER, STEM WALL, AND UNDEPO.ROUND UTI(TIES AF.E NOT;.00AiED OR SHO;F'N PREPARED FOR AND CER T IF:ED TO: CAS.AT:ANTi6TITLE INC. Tit DO NCi SCALE iHS PRINT. DIMENSIONS AND NOTES'AXE PREFERENCE NORTH AMERICAN TITLE INSURANCE COMPANY EAGLE HOME MORTGAGE.LLC v' STRUCTURE TIES SHORN LIMON DENOTES ROGER_ESCOTT AIEA5JREVIENi FROv FORM"0 PROPERTY LINE 90AROS/fOJNCAT10N ARIENE 5007. PJRPOSE OF SURVEY': TO OBTAIN HDR:ZON-,AL AND/OR V'ERT:CAL DIMENSIONAL-A--A :C SNOW CONSTRUCTION MPROVEMEN S PC(P}p l• _. 10' PJB'J= UT:.1-Y EASEVEA•T ! 1 t .I :.0 772zu + I z! HEED �,1 ��� -•" .�C:�::..V.,�^ ,Tj, '• ~` 6 _ ... Z• > ( u ! =ONCE - 3 7•C'K'YN ONE ST". N .' �► (1 ::.9• 4Esca-N_E C ..TOTS• � r � �W� z ► 65= P 21a �.� 51.AD - l r' _ •'w. s0.49T6 W - kc ;Y s./C ! C. Ia t • 'i !a 7,73• LOT 270 . PLAT EOUNOt.R" w ,t DESCRIPTION: LOT 271, MAP OR PLAT ENTI wJ ""IDDIEN RIVER PHASE 2", FLOOR E_EVATION.S: AS RECORDED iN PLAT BOOK 79, PAGES 102 THROUGH 110, LWING AREA: 73.93' Or THE ?,;BLIC RECORDS OF PASCO COUNTY, FLORIDA. GARAGE AREA: 73.44' ELEVATtONS REFERENCED TO =vRr RAolus A.L :43R] =_'.AQ!x TIC V_RTCAL 9+0 OD 1 ae�' !8'.:5 •02'S3',9 OS'2i 4;• ' C ,355+' 4.-s2' 5 OF 22:7.8 OY345= I (P;cv) DA t1N O 1929E MEAN SEA F-es 194000 5976• 11.75' 1 N PT22'57 E I o734.54• (Phu;I LEVEL= 00.00 FT. APPARENT FLOOD _42ARD ZONE: "XI' COMMUNITY PANEL ^40. 12.01C 0459 F EFFECTNE DATE: 9/26/2014 y Square -ee'.: 65-1,924 7PAR HOLIES EGENC (C)= _-ALCU,.ATED DATA, ;D)= DEED DATA,((e)= MEASURED DA_A. 1P}= PLAT DATA.Grp CENTERUNE. A/C= AIR CONDITIONER. ALF. ALUM NU-4 FENCE. APU- AP=;RENT 04Y-z:CAL QSE. 9^E- SASE FLOOD ELEVATION,C/C- COV. CONC..C/S- CONCRETE SLAB.COR.,= CORNER,CL=4 CHAIN LINK FENCE, CDNC= CONCRETE, CCt. C+VEREO•E/P- EDSC OF PAVEMENT,F/C-FENCE CORNER. FCM= FOUND CONCRETE MONUMENT,FIP- FOUND IRON PIPE,FIR- =OUND MCI—,ROD, F•+&0- F3UNO NAIL &u!SII. 'PIP. -CUI(D PINC4ED IRON PIPE, LIA$.= MASONRY.NCF= NO CORNER FOUND OR SET, OR- VFICIAL RECORD BOOK,De. P_AT BCO< PCPs PERI2ANEN.CDN':4?Pau-,PRM- PERMANENT REFERENCE MONUMENT,R/W= MUFT OF WAY,R- RADIUS, SIR- SET 1/2-IRON ROD&CAP tic. 4493.SN&D= 5E i NAIL &DISK Na 4g93. S/W'= SIDEWALK. TBLI= TEMPORARI'BENCHMARK, V r= NNri FENCE. W F= H'000 FENCE, W.i= 1HTNESS D'G,.By: ' HEREBY CERTIFY `nAT THIS SURVEY WAS MADE UNDER MY JOHN R.BEACH&ASSOCIATES,INC. SMS RESFONSIBLE (.MARC--" AND MEETS THE APPLICABLE STANDARDS OF SURVEYCf7S AND MAPPERS Cre4uea By. PRACTICE FOR SURVEYS AS SET FORTH BY THE FLORIDA SOARO OF L i WEST ST.PETEP.SBURO DRIVE JRS .AND SURVEYORS IN ChAPTER 5J--7 051 THROUGH Si-,7.,53, ONE OLDSMAR,FLORIDA 3t677 Aio��L PURSUANT IC SECT!ON A72.C27 I,AY (913)854-1276 FAX(813) 855-8370 Scale' r10T VALID %Y,HOUT ORIGINAL SIGNATJRE IDate. AND THE SEAL OF A FLORIDA LICENSED I FINAL 5/6/20 OWE Sit E RAT SURVEYOR AND MAPPER I OHN R. CH Re.•z:.�s. *FORM BOARD TIE IN 2/2:/2O R1v FOUNDATION THE:N 2/27/20 RTM FLORIDA REG. D SURVEYOR No.2984 tB 4t53 JEFF M. HARTL PROFESSIONAL C RVEYOR & MAPPER N.,7123 [.i'!hl`'fiR.=�."u'r�-y,l'•1g+C:a;`'••",'�aF�"� .�1[.'l,:.r , C'r�`;"T'iJ Ffi"$"eS'a.n�� i,+I r't`�(:i''r 4'i'=.1:':r uar rV.'d (:`y:=•s• -F'i.`'7TC5?¢?.,; 7T::,T•Tur�7,7.,.t1132r�;.Ts,�?l::[ c d•It,. lr?'o- >ni'S�•`.�_ f- ,r�-:. ,'`-`:R. 4r(!'. _.t.. ':,...rl,c :.a.y.. 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J Y" "�'i1i '�"{Y� �f9u��eo�dt�F�wa�rti�i�lUs„��c...sfi:: BCIS Home I Log In User Registration HotToplcs I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I L Florida ��i� :'vai)Product Approval 1w� ';�,'- USER; Public User L,.:• Product Approval Menu>Product or Appllcatlon Search>Application List>Application Detail y �' i :ifv w•t;u,_�f r�: FL21443-RI t, Application Type Revision Code Version 2017 Application Status Approved Comments Archived l 1 Product Manufacturer Structall Building Systems, Inc. Address/Phone/Email 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/Email 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 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 James L. Buckner, P.E. @ CBUCK Engineering «t Validation Checklist- Hardcopy Received Certificate of Independence FL21443 R1 COI certificate of independence.pdf Referenced Standard and Year(of Standard)