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Home My WebLink About20-939 : o City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL.33542 BAR-000939-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 11/12/2020 Permit Type: Add/Alter (Residential) Property Number Street Address 3119 Nubbin Ridge Lane Owner Information Permit Information Contractor Information Name: MICHAEL&PAMELA HILL Permit Type:Add/Alter(Residential) Co ctor:ARM ALUMINUMN Class of Work:Add/Alter Residential Address: 3119 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.Iroject 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. CONTRACTOR SIGNATURE PE IT.OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION . 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-OU2o City of Zephyrhills Permit Application Fax-813-780-U021 Building Department Date Receivec phone Contact for Permitting Ira a aaaaaaa a a a a a Owner's Name /N y/L Owner Phone umber Owner's Address 3/�9 /�uQl��11//� )7� �N' Owner Phone mber Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 91117 /VffdeIN />>O!'C L/V zEoy2/'L L1 LOT# ZQD SUBDIVISION //400 PARCEL ID# Zy-16—Z/ -0/10 00000 2100 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER 1V /j/ TYPE OF CONSTRUCTION = BLOCK /Q FRAME = STEEL „ = DESCRIPTION OF WORK SC(Z'��N 061" /�O�✓� .1-449 c BUILDING SIZE 1 1.2 X Z s SCI FOOTAGE 3d HEIGHT —! / -If-Ck-WiT€clfE'E-E-�aTc'sl[-Ci-i">f =BUILDING $ Z' y 00 •w VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE ��7j PROGRESS ENERGY Q �W..{R..E..C. I 91Tq ", F_' =PLUMBING $ �� lbk =MECHANICAL $ VALUATION OF MECHANICAL INSTALLA =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NOD BUILDER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN I Y/N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N I FEE CURREN I Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address i �f^ License# OTHER COMPANY /"H��N�n� ANC SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address 3.V);/A_ J,t;A'/1VWUG , ft.0 s) License# I Xcr- O.S-67{,� a- IaallaaaI'I E a a 3 a as 1 I as Blai■Iaia a.aaa as fltaaaa aaaiitilia lto a EstillRESIDENTIA 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 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 dale.Required onsile,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. 11*4 Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required.(A/C upgrades over$7500) •• Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNfLACENI ED CONTRACTORS AND CONTRACTOR rRESPONSIBILITIES: 9 the owner has hired a contractor or contractors to undertake work, they may be required to be licensed In accordance with state and local regulations. if the contractor is not licensed as required by taw, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply f6tthe intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) sign portions of the "contractor Block" of this.application for which they will be responsible. If you, as the Owner sign as the cc rifroctor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. C:ON$TRUCTION LIEN LAW.(Chapter 713,Fiorl.Idar Statutes,as amended): If valuation of work is$2,500.00 or more, 1 certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that t have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commericementr 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. 1 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 ideritify what actions I must take to be in compliance. If l am the AGENT FOR TIE OIitTN&R, 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 P/4YING 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:ltJRAT{F.5.11?'.03} {-- OWNER OR AGENT CONTRACTOR�� Subscribed andbswom to{or affirmed}before me this Subscribed and or affirm ed,}.bCC99 efo e this Y Y Who istare personally known to me or has/have produced who islar personalty own to me or hasihave produced as identification. as Identification. r Notary Public Notary Public Commission No. Com ssi n N . Name of Notary typed,printed or stamped Name of Notary typed,�pripikt►� :z; :•_ Commission#GG 27fi457 Expires December 12,2022 ='' flcsded Ttw Troy Fain Insurance Sbd 385 7019 ALL WORK SHALL COMPLY WITH PREVAILING CORE; FLORIDA BUILDING CODE, R�VI�� NATiONAi_ELECTRIC CODE, DA7- AND THE CITY OF ZEPHYRHILLS � � SCREENED ENCLOSURE ENGINEERING DEAR These Standard and Plans meet the N I A�/i1NER 1� S 6(h 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 1 9( fficVaie)8 3. 55.00 1 (fax) 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 11U 195 - for 136 ley 1 e ARM ALUMINUM j 119 12e• aata 15fi us, 1) All Aluminum shall be 6005-T5 with a minimum wall thickness of 0.046" 15e 240 ' 2) Aluminum shall have an E=10,000 ksi and Fy = 35 ksiI- 3 Screws shall be self-tapping and conform to ASME B18.6.4 specifications. PP 9 p 1 4) Soil Bearing Capacity Min. 2,000 psf. ttttt3uttltllll,r,,,a, 130 a;,} ` % ..... �`� Motor: r� ......... ,i I— �^C i� 1. hl.:.are ullmdo aeslS6r 3•secona Oust '►+ t wEN �• � �i %41W swear in Kites per Nor (0J5) at B3 -� JBM&R Engineering, Inc : G -. \ It (MIN) 2Cavoarana far Up—c cet- � � •� 1 POBox 1 566 = No 09 0 *= Z. uMar teterfalatiac betaten tcatcxs 140 d Iw pemlilwl. "r'�" e _ 169 Valrico, FI 33595-1566 = _ �. Iel.Mt ena%natter ortvs outside thr �- ;` �' ` lnt contosr ►�uul: use,tM 1*31 wins speed '' __ r-.�I/ M , 813-741-2109 OF cmtowr of the twatil area. r 4. Nauatiia terrain, fJwl�, xac.. __ _•.� ��t� �`/,,V• !�` �� I u rantarles, and Special adtd reClays , a-* y'� ••�' .: sMll tx esndred for nnrnsw: AM and!- "J •' G� `J %Sent. S�O A I A` v ♦� S. M!M speeds correspuo toarw—i•wr.ty sue, ,,''fffillllnlul►attt,`, a 15S txobablllty of e>tctetbfce In 5G years 160 rnt. -(annual.Etceemnce rrobmuty .0.30333, !Itt a SM ytera). S wa �' 170 170 j a �' PFVAW FOR: ARM ALUMINUM EXISTING y\ d'th.2011 Rid.Bl&q CW. Thew Plm and Stm&rds meet ft Oth Edift 2X3 TOP PLATE (TYP) J EN RESIDENCE No. 3 RALPH E.MMERT,P.E.39610 CM f 7457 JBM&R ENGINEERING,INC. P.0,80X 1566 04 N OF Z VALRiCO,FLOPJDA 33595-1566 1 (813)-'Q"43 FAX(813)655-0061 j x x x c1sl lo� 3" STRUCTUALL ROOF . ....... 2X2 2X2 12 FT. X 25 FT. 2X2 61-000 60-09' CA cV X X 04 CV 12'—011 PLAN rA-) 2X2 ELEVATION �c/ 2X3 TOP PLATE (TYP) 2X3 TOP PLATE (TYP) TYPICAL DOOR CONSTRUCTION OWNER TO DETERMINE LOCATION OF DOOR(S) 0 x x x x 04 C14 04 C14 C-4 10 x x x 2X2 2X2 2X2 LOT 290 HIDDEN RIVER 2 2X2 2X2 MICHAEL HILL. 89-39 80-311 -311 3119 NUBBIN RIDGE LN. 240-911 ZEPHYRHILLS, FL 33540 61-001 V-019 24-26-21-0110-00000-2900 12'-0" ELEVATION ELEVATION I I WMENR"AMMON ENGINEERING,INC. w a a w Ramfm wmaaoae IWF-iulxwtpe OT-- T— FOP- ARM ALUMINUM 1*-X Z_QR-(SIDE,WALL) lb—Pfae.and Stmdord,m.t the 6th Eltlon —Jr L#10 S"X I NGbO 24 O.C. of the 2017 FlMdo Oul(rmg Code 2 010 S.M.S.FRI )M INME FACE OF I-X f DO INTO SUM SUW OF 11"X 2'DO Q-EMBEDMENT LATH.) 1-112'LONG#10 x 2"�1/rAQE W/ �/4 I SEE PLAN WW nftCN SJJ.&0 24!O.Q TYP.-- SM.&AND IX' O X 2 1/4' ORS 70,F WNDA71ON rNG CON ANCHOR :exf.12ar AWE EACH RALPH E MiTERT,RE M-10 .4 WE OF CAN#7457 - ,iv" I -,SEE PLM,Vmw THIS am 0 t' 11 x 21(Dij W/i-qe COLL4M JBM&R 0.48 GOIN x -B FW/4 XEERNG,INC. LONG 1pq�zma 0 ZC ma vmmco PJM6 Tl ' (ROOF BEAVM WALL) 5 0,61 4 2'X,2'HOl[Lft fxr.12V ANGIE EACH k ..........�* �*... ...... ..... ....... SVE OF CMM F 1*3dr)LOW BASE CHANNEL ............ (3)JIW/4 VA FUL :,x,...: .......... INDAMON t:,K.ttzRIGR C�ORNER DETAIL .................... ..`'...... ER DETAIL Ew N.T.S. EXTERIOR CORN O. MAN V% NT& A X 0 0% PATIO TOP-'R -----1 2 X 3 AIL 4 OF A 4 — �10 TEK X (Per Clip) 4.*., R.19 ,zz 4 L 3/frx4'MGE ANCHOR'OR ........... .... . ..... .... 1M ANGLE AND BASE cNANNM INTO CONCRETE SLAB OR FWM WIN BRIM PAVERs., SIDE VIEW OF 2X5 CONNECTION DETAIL I.......................... ata 4 7-"#10 TEK X (2 per side) 3/rx4!'HEDGE ANCHOR*OR EVANVON BOLT (3)#100/4 SMS OR(4)PM/16 SO FACH 2 7M ANGLE AM BASE CHANNEL INTO CONCIEM SLAB X 3 X 0.045 PATIO UPRIGHT 70 FASTEN 2=125 ANGLE TO COLM OR FOOTERS VM BRICK PAVERS 4. 2"X3"TOP RAIL TO UPRIGHT,CONNECTION DETAIL '... .:.. A KJA "VOLE MOW OR EV.MOON BMT ------------------ (3)FW/4 SMS OR(4)001/116 SMS EACH CIANGLE AND BAW cHANa IN7o coNORM SLAB A M FASTEN nmt25 ANGIE m CMM OR FWTER VM 11M PAYERS POSTMN(HM,,)W OR'SNAP d. 4-o A., A .......... ir r3e.12r ANGIE EACH',� ME OF CMIM FASM" (TVP.) 11111H(3)0100/4 ws:q -4 -'K 4' -ee 4 2 4 A .......... (HOLLOWOR 9W) IANT*QUKSW.TAM 2xUM (HMO OR SNAP) OR 1 01 mr.TAP= OR IDPARSON'T-BMT 0 24' ke OR EVAN I'T-MT 0 24! ANCHOR"OR EWANSION BOLT iv- 7M ANCIE AM BASE CHANNEL IN70 CONCRETE&A PLAN VIEW OF 2x5 CONNECTION DETAIL OR POWERS WIN BRICK PAVERS PLAN VIEW OF 2x3 CONNECTION DETAIL IRA SIDE- VIEW OF iO CONNECTION DETAIL MW DETALB PfmpomecmmftooMADWM-COM*�arMmrAU op 7.-a-a-x-t= V*kQJl0= A*Fb= ENGINEERING,INC. WERwvjKpA 0 w PREPARED Fm r / #8 X 9/16- lEK(5 PER PAN) ARM ALUMINUM Thee°Plm°and Stmd d.meet th.gth E&tl. W of the T017 Florid°Bolding CoM OPTIONAL ALUMINUM FLASHING IF NEEDED TO PREVENT WATER INTRUSION AT CONNECTION '•••.• RAIPH E.REMMERT,P.E.39610 SEALANT(TYP) N .,�,. �•"�:. .' CAN/7457 -HEM- CHANNEL FASTENER SC HDULE TID HOST c7lztlrn RES ,IBM&R ENGINEERING,INC. ■ H `•• •. �! '"•• CONCRETE ASONARY HOST STRUCTURE P.O.BOX 1566 #8 x 3/4 SMS THRU FLANNG N , VALRICO,FLORIDA 33595-1566 PHW)F, JIWITH f OR VE -RE2-1744■CkHIUIG(SET' INTb CONCRETE 2- �OCK�WIINLL A9011 PJONO(flP.)/ INTO PANEL NEEDED = j j •+•• OR BEAM 10/12■ O.C. (B13)596-4643 FAX(613)655-0061 N WOW FRAME HOST STRUCTURE FASTEN COVERED FRAME WALL0 8 D.C. MUST FASTEN ITC 2X NTO STUD Y THICK x 12' WIDE STANDOM INTERLOCHONG PAN. > SMEL PANEL HOST STRUCTURE FASTEN RECEIVER CHANNEL WITH MIN. 1/4-x THRU BOLTS WITH NUTS r!8 x 9/16 SMS THRU HEADER FLANGE AND WASHERS 0 10' O.C. INTO BOTTOM OF PAN 5 PER PAN) 12' O.0 AROUND THE PERIMETER PAN ROOF TO WAIL DETAIL � USE SAME FASTENING PROTOCOL FOR ROOF PANS AND COMPOSITE PANELS o`\\\\1t911111111///�� ROOF PAN DETAIL TO HEADER CHANNEL AS SHOWN WHEN OVERHANG IS ELEVATED ENOU %%" QN RE IaTa ABOVE HEADER CHANNEL TO ALLOW ACCESS WITH SCREW GUN OR DEII` .•,.•.E •,�, #8 x 9/16- TEK.SPACED 0 8- O.C. (TOP &BOTTOM) = No. _ • W j __ — - - '-- - - �� - �� OF •�, ORVO AN TQ"PLO B ROOF PALL RECIIVER CHANNEL N balatle •'` ; - '�p /OMAL�`\_`�� USE 3/4 X 3�4' X 0.0625 /.-'' ~ •' •� -HEADER CHANNEL FASTENER SCHOULE TO HOST STRUCTURES ��wlnln11111\\\\\\ OR 1' X 1' X 0.0626' ALUMINUM ANGLE/!� 1n % CR1alm/MA MARY HOST STRUCTURE f FASTEN RECEIVER CHANNEL WITH 1/4' x 1-1/2' DRIVE PIN CANTERED FASCIA BOARD CONNECTIONS ;•i N OR 1/4- x 2-1/4- -QUICKSET' INTb CONCRETE BLOCK WALL OR TIE BEAM 012' O.C. WOOD FRAME HOST STRUCTURE '# =O / FASTEN RECEIVER CHANNEL WITH #10 x 2* SMS INTO PLYWOJ COVERED FRAME WAIL 0 8. D.C. MUST FASTEN TO 2X STUDS) ! > STEEL PANEL HOST STRUCTURE h FASTEN RECEIVER CHANNEL WITH MIN. 1/4% THRU BOLTS WITH NUTS AND WASHERS 0 10' O.C. F' FOAM COMPOSITE PANEL DETAIL 47 #8 x 9/16" SMS THRU HEADER CHANNEL _ - ------------- INTO SUPERGUTIER — 0 8.O.C. STAGGERED #8 x 9/16- SMS THRU HEADER CHANNEL TOP FLANGE . CHOR PER DETAIL FOR PAN INTO FOAM COMPOSITE PANEL 0 8 O.C. �. w� ROW PM K COMPOSITE PANEL (12. O.C. AROUND THE PERIMETER) r- "`:T USE(5) 1/4-X 4' BOLTS W/ . . . . . . . CHOR PER'DETAIL FOR PAN WASHERS PER COLUMN/POST COMPOSITE PANEL �� • ° ° �3' THICK x 12' WIDE STANDARAD INTERLOCIONG PANe, USE (5) 1/4- X 4- BOLTS W/ 1' x 2-MAYBE ATTACHED FAXIIA B �IT�o ° ° " " " " Yy(�Y, �x 9/16 SMS 1HRU HEADER BOTTOM, WASHERS PER COLUMN/POST FOR SCREEN USING ■1) #10 X i — 1/2 0 6 .FROM TOP AND FLANGE INTO COMPOSITE PANEL— 0 8 O.C. 1' X 2' MAY BE ATTACHED BOTTOM AND Zr O.C. (12' O.C. AROUND THE PERIMETER) FOR SCREEN USING(1) 0 SCREW THRU BEAM AND GUTTER #10 X 1 — 1/2. 0 6' FROM TOP AND BOTTOM AND 24'O.C. SIDE NOTCH POST TO CARRIER BEAM C CENTER NOTCH POST TO CARRIER BEAM FOAM COMPOSITE DETAIL ROOFOETALS '- IiTS 0 t19ID wR R3iI.tOtiWAml OO PROPOBFDBCRPE4ROOMARION-RAN ENGINEERING, INC. . a�� a Ra rlI■I a IP Paam wa_Fime A61r/1msIMAm"w lupmR�m • o ■ „�•,'Rae OYL■ RaphE lbmNeTL P.E F >w Q now e � I; I 0 PFUAR W Fm ARM ALUMINUM i These Hans and Stmdarde meet the 6th Edam of the 2017 P.1da Bu9dN,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.RUMMT,P.E.39610 CAN 17457 XM&R ENGINEERING,INC. P.O.BOX 1566 VALRICO,FLORIDA 33595-1566 (813)598-4643 FAX(813)655-0061 � ooli�oonoLio o n n n u n n n n n n 17C7[7C7 C7[ 1 7[7 MM71 SEALANT - TYP ON ALL INSTALLATIONS ------------------------------ N. (5) #8 x 3/4" SMS WITH 3/4" DIAMETER NEOPRENE - CLAD STEEL WASHER INTO EDGE OR CARRIER BEAM, TOP PLATE, OR SUPER GUTTER N.T.S. W / MAINTAIN MINIMUM 1/2" CLEARANCE ;K / 1 " PANEL NOTE: MINIMUM SLOPE = 1/2" PER FT U ROOF PAN DETAIL o o a n o a o 0 0 0 N.T.S .a '. ~ -.CONCRETE :. (/) a • #8 x 9/16 SMS (5 PER PAN) I— '• ''' '•'•.I FOAM COMPOSITE TO SCREEN WALL HEADER DETAIL (n I #8 x 9/16 SMS FOR COMPOSITE - 8" O.C. O BOTTOM "HEADER' CHANNEL FASTENER SCHDUL TO HOST STRUCTURES ``````144�LL1LL,,,F„A7''. � REAL (/) /PAN CONCRETE/MASONARY HOST STRUCTURE .� Q .. UIL1)I FASTEN RECEIVER CHANNEL WITH 1/4" x 1-1/2" DRIVE PIN �' ��GENS'•''•• ,; OR 1/4" x 2-1/4" "QUICKSET' INTO CONCRETE BLOCK WALL OR TIE BEAM ® 12" O.C. ; � No.Q WOOD FRAME HOST STRUCTURE 3 FASTEN RECEIVER CHANNEL WITH #10 x 2" SMS INTO PLYWOOD COVERED FRAME WALL ® 8" O.C. (MUST FASTEN TO 2X STUDS) T F :• W STEEL PANEL HOST STRUCTURE 0�� ••R,QQ:•��` FASTEN RECEIVER CHANNEL WITH MIN. 1/4"x THRU BOLTS WITH NUTS AND WASHERS ® 10" O.C. ` TONAL ROOF PAN OR2 =CO.MP.O.SITEiP'ANEL DETAIL ] N.T.S - ,_• s:- x1 ROOF DUALS 00 R"HAlf. l "M01AD�10N'F`"" ENGINEERING,INC. ti S f a , PEER= WftFL� .. .� r-r�� " •�w i AnphERrmwt,P.E �; I, a °'%%%% RE Ilq ARM FM ' ARM ALUMINUM Those Wane and Stmda de meet the 6th Eff. �• of the 2017 Florida Buld'mg Coda d. ° ' A�E OF r Uj= p d• ••. RAIPH E REMMMT.P.E.39610 TYP. SMB . ,� •F�O R�QP: CAN 17457 66 SIZE VARIES a ° " "'�SS E� �,`` (813) LRICO.FLORIDA OF (8 3) 1 5 0061 fill NAL1�� . • � COMPOSITE ROOF PANEL (5) GUTTER ATTACHED TO a BEAM 2 9 " °. a — #10X4" SMSW/ NEO / #8 X /16 TEK SMB (TYP:) ® 8" O.C. STAGGERED #12X3/4 SMS EACH SIDE I ;o �-- p WASHER PER 4 FT PANEL SCREENING (SEE ATTACHMENT SCHEDU�LE);t; a a. #10 X 2" SMS ' 1 j( Jy ° 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 0 1/4 CONCERET ANCHOR EXISTING CONCRETE TIE BEAM OR r_. � '} "M1� {; 0 WOOD FRAMED WALL (BY OTHERS) s � s t. 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 BEAM SIZE #12 SMS CONCRETE ANCHORS lle LAG SCREWS 0.082" RECEIVING EACH SIDE fie' EAGH SIDE EACH SIDE CARRIER BEAM CHANNEL 2'X4' PB 3 f,j 2 2 2'X4' SMB 3 2 '` 2 #12 SMS ® 24" c r �'� 27X5' SMB 3 '� , j , 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'X8' SMB 6 4 4 UNLESS OTHERWISE SHOWN.- 2'X9"XO72' SMB 6 4 4 BEAM TO GUTTER/ SCREEN ROOM 2"Xg'X.082" SMB 6 4 4 N.T.S. 2'X10' SMB 7 4 4 BFAM t�crlCes lag Qm a Q BEAM TO WALL =MENMW +-FMC°"+E-Ct*NWTAU ENGINEERING, INC. t-- p&�L701 RRRt ti ■ a w PAtlsidw wiaatam wsnnsRpO�� FMM MMM er— aoNoe e� py R RaphEl�,YnOmf,P.E 0 a PRLPARM F01E 4" THICK CON-CRETEV SLAB.,_..(NOMI_N-AL) JAS FOLLOWS ARM ALUMINUM Them Rma and Standards meet the 6th Edism of the 2017 R.W.8.1din9 Cade • 2500 -PSI COMPRESSIVE STRENGTH AT 28 DAYS. • -,REINFORCEMENT: 6"X6" # 10/10 W.W.M. OR "FIBERMESH" �~ � 'e• RALPH E RBAOT,P.E.39610 ti CAN,7457 JBM&R ENGINEERING,INC. VAPOR BARRIER. VALRI566 Co FL RIDA13 595-1566 (B13)598- 3 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 IN N RE CONTACT WITH THE RESIDENCE. Y •�-�CEN• . �p��; • IF FILL MATERIAL IS NEEDED, IT SHALL BE FREE OF VEGETATION,.ANIJ FOREIGN MATERIAL. THE FILL SHALL BE COMPACTED TO ENSURE ADEQUATE SUPPORT °�►o :• I�rE OF OF THE FOUNDATION. .� CRACKS OR HAIRLINE STRESS CRACKS-MAY STILL FORM x ' ` "'SLOPE" CONCRETE }MIN. 2% AWAY FROM STRUCTURE MONOLITHIC FOOTING REQUIREMENTS FOR SCREEN ENCLOSURES FOOTING SIZE REBAR (height x width) a 8"x8" (U.O.N.) 1 — #5 (U.O.N) IF MONOLITHIC FOOTING REQUIREMENTS FOR CARPORTS AND SOLID ROOFS FOOTING SIZE REBAR MAX. TRIBUTARY LOAD WIDTH (width x height) (distance between supports) T IF 8"x8" 1. — #5 UP TO 7'-9" 12"x8" 1 - #5 FROM 7'-9" TO 12'-3" 12"xB" (U.O.N.) 2—#5 (U.O.N.) GREATER THAN 12'-3" SPAN _ CONCRETE e9C��u11 o G� PROPOSl�Bc—iR00MA0W*N' �EwrAIB ENGINEERING,INC. wtttttatttttr� a t� � r a. w PAtrf= %VftFLSM iWERrmwCAE Rr• r"r�� canrxcrc " fw aw■ IM . ^ , � m�mnIcs � Submit Surcharge � smb,&Fact-, � Publications � Contact Us aCIsSit.Map L dbfluida Rio -USER;Public User Product Approval = ~~~%~ Product Ap ^ ^ae�ou�u��"«p,mau""o"�o n'# FL21443'R1 MW Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer stmctaU Building systems, Inc xuunss/phona/smn|| 3sn Burbank Rd. Oldsmar, rLa4a77 (813) 855'2627 |n[o@stru'to||.cum Authorized Signature xennyMo,uzo |nfo@structa||.com Technical Representative Ken Clay auuresx/phone/smn|| asu Burbank Road Oldsmar, rLs4o77-4yoa (800) 969-3706 kdny@structa||.com Quality Assurance Representative Ken Clay Address/Phone/Email ssu Burbank Road Oldsmar, rLs4a77 (800) 969'3706 ` kc|ny@structn||.com Category Roofing Subcategory Products Introduced nso Result or New Technology Compliance Method Evaluation Report from a Florida Reg|atced'Arch|tectornLice Professional Engineer [J Evaluation Report na,ucupvncce|veu Florida Engineer o,Architect Name who developed the Do Kim Evaluation Report Florida License pe-49+97 Quality Assurance Entity TzmxocoLLpubouxocoA Twining Company Quality Assurance contn,ctsxp|n,t|un Date 12/31/2022 vnxuntcu By James L. Buckner, P.E. @ caucKeno|neennu W_j vnkdnMun Checklist- Mondcopy Received Certificate orIndependence p-godxauo^pdf Referenced Standard and Year(of Standard)