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HomeMy WebLinkAbout228 Krider RdT17:407i,ibyb,S1 ,►'.� JUL-6-2006 06:27 �R M:SENEZ ALUMINUMORLAN 14073230858 pc 307CiTYOrSAMFORD PCkMrr APPLICATIO RECEIVED Permit 0 ; 2 i Date: cis, �. ZIJI /1[!. _ JULrc�r c Job Address; :77a h L 1 ��C' S tA-y t -'a,2 A }--( 7 '7 �i '` v 2006 Description of Work:Y` v c O 4 .�, c� a ne �Tn_ s OV -4 • ai-L'd Historic District: Zooing: Value of Work: S 01 oto • 00 Permit Types 8ut1tiiag—X- Maettieal Mechanical Plumbing Fire: Sprinkier/Alarm Pool Electrical' New Service - # of AMPS - Addition/Aluration Change of Service TemporaryPok Mechanical: Residential Non -Residential Replacement Now (Duct Layout & EnerV Cela Roquimo Plumbing/ New Commercial: 0 of putts 0 of Water & Sower Lines S of Gas Lima PlumbireVow, Residential: 0 of waw Closets Plumbing Repair - Residential or Comsnetoia) Occupancy Type: i eswential X_ Commercial Indust ial Total Square Footage: lSz2 b 4t Construction Type: 1"�h St) 8 of Stories: '7L X of Dwelling Units: Flood Zoaa: (IFMA form required for atter than X) Parcel w: 017-90-31 -5 10- 0460-(440'n (Attach Proof of Ownership & Legal Deaerlptloo) Owners Name .& Addrets: r an a (!.t4 Contractor Namt & Addtcss: rhene & Fac t -X 1 — Contact Persen: hmr-hy DcSILT_P4ewe: 3• as114 Sending Compeer. Address: Mortgage L4m$er: Address: Areblteet/Englneer. Phone. Address: Fes• In �pplieadon is hereby made to obtain a permit is do die work Ind insoUstions as indicated. I eertiy that no work or Ittstalletion bas commenced prior to the isauanee of •permit and than as west aNl M perforated to recce ttaadarda of a[I laws regulating oonsutsction in 166 jurl&diaioa. 1 understand drat a mperam permit meet be secured for ELECTRICAL WORK, P WiMIiRIQ. SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, rad ' AIR CONDITION 61t3. a%.,. OWNER'S AFFIDAVIT: 19914fy Utas all of the fon:going iofor ation is sommte asd Ther all work will be done in compliance whit all applicable laws regulating construction and ZOahfg, WARNING TO OWNS& 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 LENDI6R OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In odditloa to the requirement& or" pewit. then may be additional restrictions applicable to this property that this —tY. and dare tory be additional pemtits rmired from other governmental muities such as water naoagemanu dizi r Attets— owbv��y—..rG.. wfkPf Ow req ride Lien in the public records of cies,•or fedens sgsneip. t� b b� � I � PfIDt DnineteT ge Signature of Notary -State or Florida ate 1111 tgniture of Notary•Sata of FW -da �IV! I - •• RHolley R Mosley My Commiaabn DD191455 ': My Commission DDI 91455 edA tis Pets row July 08, 2007 {art or � C oscmr/Agent is w FIC II c 6�� July 08. 2887 Produced ID Produced ID f4a APPLICATION APPROVED BY: Bldg �' ��tilitits: FD: :: �,. .• y! (Initial te) tL e l' . (Initial a Date) (Initial & Date) (Initial & Date) Special Condwom: A-41-00 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/pls/web/re_web.seminole_county_tltle?parcel=O72O315 I OOBBO6AR... 7/5/2006 JIM DAVID JOHNSON, CFA. ASA PROPERTY APPRAISER ' o n F, SEMINOLECOUNTY FL 4J. p. 1101E. FIRST ST SANFORD ,FL32771-1468 BLDG AA BLDG BB BLDG CC 407-665-7505- KRID�R 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 07-20-31-510-OBBO-6ARO Number of Buildings: 1 Owner: MATHIAS NANCY L Depreciated Bldg Value: $126,080 Mailing Address: 228 KRIDER RD Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $0 Property Address: 228 KRIDER RD SANFORD 32771 Land Value Ag: $0 Subdivision Name: CASTILLE TOWNHOMES CONDOMINIUM Just/Market Value: $126,080 Tax District: S1-SANFORD Assessed Value (SOH): $57,967 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 04 -CONDOMINIUM Taxable Value: $32,967 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $1,054 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $624 WARRANTY DEED 11/1999 03761 1521 $57,900 Improved Yes Save Our Homes (SOH) Savings: $430 WARRANTY DEED 01/1976 01098 0548 $26,000 Improved Yes 2005 Taxable Value: $31,279 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND Land Assess Land Unit Land PLATS: Pick... Frontage Depth Method Units Price Value LEG UNIT 6AR BLDG BB CASTILLE LOT 0 0 1.000 10 TOWNHOMES CONDOMINIUM PB 20 PGS 14&15 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross SF Living SF Ext Wall Bid Value Est. Cost Num Bit SF New 1 CONDOS 1973 10 743 2,284 1,801 CB/STUCCO $126.080 $126,080 FINISH Appendage / Sgft GARAGE FINISHED / 483 Appendage / Sgft UPPER STORY FINISHED / 1058 NOTE: Appendage Codes included in Living Area Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "' /f you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://www.scpafl.org/pls/web/re_web.seminole_county_tltle?parcel=O72O315 I OOBBO6AR... 7/5/2006 May 04 06 ,08:5!pa Ed 5enez Hluminum l: ititi•r•r�uutftF P.1 POWER OF ATTORNEY D10MMLRr w w vr dAaL- I hereby name and appoint --AnffA4�n-� X1.1 �, i!' In fact to act for me and apply to the Building Department for a-&:;(4 X I For work to be performed- at a location described as: Section Township Range 1 Lot Block Subdivision permit (Owner of Property and Address) and to Sign my name and do all things necessary to this appointment. Type or Pnu�,A�,m¢ of Ragistcr, r Conuactor and Contractor's License Number Signature of Register or Cczl4ii'cd Conhaetor T I_ The for oing instrument was aclmowlcdged before me this � day of cul`-�-of20 rl 13y lljww� Who is personally known to me/who produced ! As identification and who did not tak B oath State of Florida Madatts R MCOW MV CmmWsW DDM466 EXOM July 06.2007 Seat i --am W -7m a. CASTILLE ,TOWNHOMES CONDOMINIUM �i1af.,�T,Oy t,oT s, er.c...* Tra W.> -r ]].]ox e - C, 2sx>T Os »uaaa WrT> i Gua 1 A. ¢.sc0¢v.o lu Rrr Doo�c, P>qH 11 duo 1 , Pu.r,c ¢.coae. Oc '.�.u,ue.a COJU+v., Gr.oa,a� TpgaTu.a W,Tu D LLou ancW ��Ja Es>au>ut Fea I.paOM ♦ua igaF•.> OJK ua E'>eT 6 FaaT OF TL. W.rT •].]O G.aT Oc E 10 7J ! 1rN5q aua G uoua.<ruoWa Earau�ut coa I.yaalti aua Eq OJaa �. •.t>I a Tt.a Wart lt.D, G.at Oa .,a 1..0, Du. aJKT 'Tb 6 LLoua.erw.J• F_uuwT T lurya.M Gue q>.. u >-Woa Oc aauo uq T"��R^' �r'au oJaa TLa F_rt D FaaT Oc T . Wrrr �I. •O Gert Oc �.,a LOT 7 Duo �uaJ1CT To IG- . E_ruaut sea luycaa> aue eya. Galea D< 6 uy Fl..owcT.i O.ruaa. OJ.a �Oa i -»T 1 Oc TLs. WaKuil.e, iwt O� �_ra Lot 10. Qa►r�T Ov »uoaa Uinta 1 awu2 D> Qacosvaa lu vr_T 600c r,, 9sgaa �1 Duo 12, PJOr�C 4>eeaa> Oe �iu�uOra C'.ovu+.,� G�oa_�aa. PT Qf fA.✓.,.q pn wN.V•ufi E►VMAN•.+M ��/ /� r - i e t3 I � I I ��•1 I r�C,Oeda OaeJaraY •C' •r.e' CoyG. ' I i I O.T I o.T y • I m 266' i0., I I I 1qT t6]' :t F. F. E,�y. 34.62 H N ° L_O'Y fl, IF f ib 1_F i -O I i '-e 4-A! I a I I O j YI t• 4L �. .�j � I COLIC. ��JiwaY rT I �• r T.Y r Is• so � • r ,.•• ,. '�' Y I Y O'T' to I h r l.0'Y 8 !o• u I � A J d 2 ,.a! d cO s• 5ia.v.ra ' •In' Ao --� 3 wl Ias.vt W' 2/kJ��_MauT CERTIFICATE OF CLERK HERE OY CERTIFY, Tnol l h— •.olnin•d te• for•yo Mq plat I' end fnd t�dt it [Olnplie• in rwm MId all1�• npdir•m•nle of Copier 71.139, FIpICo��St orl�u•eyoM ro• fi1l•C� f——d on Aare � 74 •I M_ L^n'iile Mo. 17Z_ 7C>r•. FwTF wT J kn' In and far Seln lnal• County, Fla. Cu¢Jr 'aATs uo ;Z—IW Do— I Aac >uq 1540.00, 11'to, ow Ip'L 95.29' drCA TEo [ I T 90.0; Ot' t5'45• B.A.2T' i'1. to PLAT BOOK PAGE �T SHEET NO, I OF 2 ,, ORIJGWDYvU TUaT COU TITUT L—Too Co>•uoJ Eu MeuTa aeei LaTTa•eio C — E. 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TNla.GcaOM TUG IOwTIG IGaTIOUt LOGaT1OUt E,.—TL.ry LIJ iT ao Cuu0u E..aWUTL DluiU 110LL-.a aLL0 '.]Iia o< Tua r.._.-,oN E lMa.rq LIw.1-�•►o Qo.e MOLL Euw�auTm auo oa iaCU Uu1T IUr] CO oe.11J 1JM. y Lq- 76 • a�T> W H cn NMamas W 228 Krider Rd Sanford, FL Ed Senez Aluminum 720 N. Volusia Ave Orange City, FL Layout: M.W.S. (627/06) (2x2) Edge 16" Blocl 4'6" x 12'6" Screen Room 1/4" = 2' • Build R Screen to Inside • • Existing 16' Kneewall with Handrail • HOST STRUCTURE 3' Pro -Pen Roof 7' 13'6" Top View N N N so" 00 7'8@' r. 12'6" e00 1x2 (2x2) Edge 16" Blocl 4'6" x 12'6" Screen Room 1/4" = 2' • Build R Screen to Inside • • Existing 16' Kneewall with Handrail • HOST STRUCTURE 3' Pro -Pen Roof 7' 13'6" Top View N N N so" N 7'8@' 12'6" �Q Nut � W Z � NW CK li. Z d � V i� F Materials Bronze 1x2-3@24' 2x2-3@24' 1 -19/14 -Screen R FM wM W MM SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A INTERIOR BEAM (SEE TABLES 3A.1.3) ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1A) SCALE: N.T.S. HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL PLANS REVIEWED CITY OF SANFORD TYPICAL CABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 cwff aw m-arvmQ mrcow LTmr �; /[ of PAX 60D(04M SO M OI MM% PLUM Taff"o L (,foWaft ma pow -m ma wrTo w,wrmW� W wNw OR W PART wrrmff 7m wmnm Pff&0 10M OF 1AWIi = E lENN TT. P.E 4 '1 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) Pte. / EIGHT (h) 1 x Y il._ "11 MIN. 344 SLAB ON GRADE PIES OR RAISED FOOTING FOR FOOTINGS SEE DETAILS TYPICAL ACRYLIC OR VINYL ROOM SCREEN. PAGE 3&,7.38.39) Wl SOLID ROOF TYP. FRONT VIEW FRAMING (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1' x r PLATE TO BOTTOM OF WALL BEAM) l -W LOAD WIDTH SIZE BEAM AND UPRIGHTS (SEE TABLES) NO MAXIMUM (ELEVATION SLAB OR GRADE) ALTERNATE CONNECTION 0 FASCIA ALLOWED (SEE SECTION? FOR DETAILS) RE W P = PROJECTION FROM BLDG. LW = LOAD WIDTH NOTES: 1.. ANCHOR 1' x r OPEN BACK EXTRUSION Wl 114' x 2.114' CONCRETE FASTENER MAX. OF 70 O.C. AND Wl IN 8' EACH SIDE OF UPRIGHT ANCHOR 1• x 2' TO WOOD WALL Wl #10 x 2 -lir S.M.S. Wl WASHERS OR #10'x 24ir WASHER INTERNALLY SCREW 7-W O.C.- ANCHOR BEAM AND OR W1 ANCHOR CUPS AND HEADED08 SCREWS W/ WASHERS ! EACH POINT OAF MN CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P12 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A-1-3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100-123 130 lAj 160 #8 1 #10 #12 1 912 TYPICAL _SCREEN ROOM SCALE 3118• =1'-0' PLANS REVIEwtu re Lawnce E. Bennet#, P.E. FI.#1ttt�t Cid OF SAFORD P+0. Iooc 114f0. Ioutn or►rtpK Raba+ TMFAM o"� 7W PAM Q coPml�a�w 3A,Z NvrToo IwWMWoRawFMTWMMTn+IWMMpo&ag=oPIAWM=LaB*NT.PE SECTION 3A EDGE BEAM 1' x 2' OPEN BACK ATTACHED TO FRONT POST Wl 010 x 1-lW S.M.S. MAX. 0• FROM EACH END OF POST AND 24.O.C. FRONT WALLGIRT SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: '2) #10 x 1-1/Y S.M.S. HROUGH SPLINE GROOVES 1' x 2' OPEN BACK ATTACHED . TO FRONT POST Wl #10 x 1-112' S.M.S. MAX. S' FROM EACH END OF POST AND 24.O.C. TIDE WALLHEADER =ACHEDTO 1' x Y OPEN LACK W1 MIN. (2) #10 x 1-112' i.M.S. IDE WALL GIRT ATTACHED T ' x r OPEN BACK W/ MIN. (3) 10 x 1412' S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO ^9NCRETE W/ 114' x X1/4' DNCRETE / MASONRY NCHORS M V FROM EACH DST AND Zir O.C. MAX. AND FALLS MIN. 1' FROM EDGE OF ONCRETE ICAL & ALTERNATE CORNER DET SCALE: r = PiXHs REVIEW CITY OF SANE Lawrence E. Bennett. P.E. FL # 16644 0 MQf TD lE N W Wi1018 OR W PARE Wflfi01R "m WN"o PFAIYB = OF U%%M CE E BW Wff. PE SCREEN ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: (4)1/4' x 4' LAO BOLTS W/ 144 FENDER WASHERS PER 4'-0' PANES ACROS$ THE FRONT AND 24.O.C. ALONG SIDES r x 20 OR 20 x 3' HOLLOW GIRT AND KICK PLATE r x r HOLLOW RAIL SECTION 3A RISER PANELS ATTACHED CHAPTER 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1Ir S.M.S. IN SCREW BOSSES rxr.rx3'OR3'xr ' HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/r S.M.S. IN SCREW BOSSES POST ATTACHED TO BOTTOM W/ MIN. (3) 010 x 1-1/r S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAL SCALE: W =1'-0" 1' x r OPEN BACK BOTTOM RAIL 1/4' x 21/4' MASONRY ANCHOR Q 8' FROM EACH POST AND 24' O.C. (MAX.) PLANS REVIEWED CITY OF SANFORD Lawrence E. Bennett, P.E. FL # 16644 mLwxo-mr#uamwffvaweu Tmr P.0. BOD amm omm DAYWR% FLum 1BmNONB (o7pq/4 mm po mmm 0 ODPMR1 "U" NOT 7O M POWRODUOID W WFIOLB Co IN W1RT yy1T110UTTNE W W179d PHiW8810N OP UWYRBiCB E BBiNE1T, PE • SECTION 3A ALTERNATE CONNECTION DETAIL 1' x 2' WITH (3) 010 x 1 -lir S.M.S. INTO SCREW BOSS (Z) #'LO x 111r SSCREEWIt S BOSS ANCHOR 1' x r PLATE TO CONCRETE Wl 114' x 211? CONCRETE ANCHORS WITHIN Li' OF EACH SIDE OF EACH POST AND W O.C. MAX. . MW. 34W SLAB 2500 PSI CONC.8x8-10x10WWJA OR FIBER MESH VAPOR BARRIER UNDER �o%&lo%ewvm ANCHOR 1' x r CHANNEL TO CONCRETE WITH 114' x 2-114ECONCRETE ANCHORS WITHIN LI' OF EACH SIDE OF EACH POST AT 24' O.C. MAX. OR THROUGH ANGLE AT 24.O.C. MAX. MIN. 344 SLAB 2500 PSI CONC. 6x8.10x10 W W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCREEN ACRYLIC & VINYL ROOMS BEAM/HEADER ANGLE CUPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1R' S.M.S. INTO SCREW BOSS 1' x r EXTRUSION 1-1/r MIN. IN CONCRETE HEADER BEAM (4) #10 x 11r S.M.S. EACH SIDE OF POST HeAR OR GUSSET PLATE rxrORrxTORrS.M.B. POST MIN. (4) #10 x 1/r S.M.S. EACH POST 1' x r EXTRUSION 14fLI• MIN. IN CONCRETE SCALE r s T-0' PLANS REV'EWED rly-i OF SANFOR© Lswrwm E. Be rwt P.E. FL # 166" cmmwp�.m ygcmmwaQNSIL w P.O. Bd(j90�Ifl11 4 Rif on p"74r4M MOd h 3A-4 0 ooI+oR70of oM=NW=&oawMffvY1 aff7W*WM cPWMR=xM#ffM.P.E. SECTION 3A UNIFORM LOAD smillsommills SCREEN. ACRYLIC & VINYL ROOMS SINGLE SPAN CANTILEVER UNIFORM LOAD . 2S_ UNIFORM LOAD 1 11 j B 1 OR SINGLE S UNIFORM LOAD UNIFORM LOAD 3 SPAN A B C u 4 SPAN N_ 1)1 a Spm Lwo d = Overtbetween supports or 11 points. z) an a� Bobdebed.tn the tabiee we for aqua9y disie�ee 3) Woibw edbuo.m &W not be §Pftd. *M be . 4) Simla span beams"only be gftW at the WwW polnls epocas SpAN EXAMPLES FOR SECTION 3 TABLES . SCALE: N.T.S. Lawrence E. Bennett P.E. FL # 16644 ' cam.. �ea�+-�®,o�arroo�reunwr 7�FRr4 Fw.omTRMEN Flet 3A$ isyr ro REP11ooJ= M wHM oR w w ff Wff our roW Wf"= of t WW= @ ea�T PJ. SCREEN, ACRYLIC 8 VINYL ROOMS I SECTION 3A Table 3A.1.1 120k IeEdge. R��o - Hollow Extrusions Screen, For 3 second wind gust at 120 MPH vdoW, wing design bad of 13 #ISF (43 W8F for Max. Cwdbvsr) Nods:d osndr of bmos to beam 1. Above spans do not halide Woh d loges brats. Add hwbmb O d1ow" tom a ftM canna m b am above spans for WW bawn spam. 2 Spam mall be bderpoddd. 1AR REVIEWS P Ct -V OF 5A1601 x Lawrence E. Bennett. P.E. FL # 16644 ava era.�r-oevaowmrrr�wr P.0. ODOI Z14D00, 8011'rM Di11Y1'OMI� R X1'21 PAw 0 mow,3A-11 Mur 7o m e ImA oR w PJWT wrtMour 111e Wgrrrel PER111B810r1 oP u►vs+a+CE E. 6ElWETr. P E. ,. IILL iIL zliv m�r�immmmm r sz-rr� ZA [il�w Q17 [Li7 C�iY] a ., ■ ■; [,51 7 t it [,hili] G r�- - [ moi KEL�U- sic-AD IF F iii ,F i 'i Au F7 <I�l7[L+T�7 K L� A7 fia�i7 i_I. 9,E jUSi1.A.][jL`�17f�i7ft��7[ vv, -�. «i«�&3 �r;� ``4i17 �] G_5.b1� �f37 C�i� C��.7 ls►L�7 I� t7 - r ■; ij��] fi�7 CyiL�7 [�:ri7 a ; � �'� ��_ rr t��]�' .� � KLL�C KiCAU ` rSam Uaw. r r� Fa'l �i T i ^"'7 [L�iiY] r ' � � �, �� Flu i�`l T l r ILI MU r=rs 17 `T • r-�i--7[L:Ji�C�i7 C�ii1�7 ,r■ .. s.- r. 4},�7 [�iy,7 C,�7 4' ii.7 SECTION 3A 1/4" x 6" RAWL TAPPER THROUGH 1"x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO . FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 1/4"x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS T_ E= iD 9 ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (1) #5 0 BARS W/ 3" COVER (TYPICAL) CK KNEE WALL AND FOUNDATION FOR SCREEN WALLS -AI r. �iww _ 41 nw 2'-0" MIN. 3-1/2" (TYP. (1) 05 BAR CONT. BEFORE SLOPE ALL SLABS) coo 8w TYPEI TYPEII FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0-2" / 12" 2"112"- V-10" 4" MIN. #5 BAR CONT. TYPE III STEEP SLOPE FOOTING > 1'-10" Notes: 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 2,500 phi concrete with 6 x 6 -10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh ® Mesh, InForcem e3Tm (Formerly Fibermesh MD) per maufacturees specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. (See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type Il,footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4" = V-0" Lawrence E. Bennett, P.E. FL # 16644 PUNS "rI IE"NED CIVIL ENGINEER - DEVELOPMENT CONSULTANT l\ '� P.O. BOX 214388. SOUTH DAYTONk FL 32127 CITY OF SANFORD 787 TELEPHONE: (388) .1774 FAX: (388) 7878558 PAGE I ® COPYRIGHT20W 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. ED SENA ALUMINUM SPECIALIST SOLID ROOF PANEL PRODUCTS INDUSTRY STANDARD ROOF PANELS 'Ir W lrm 0 O e+� �V 12.00' 12" WIDE x 3" RISER INTERLOCKING ROOF PANEL SCALE: 3' =1'-V SECTION 7 W 12.00' CLEATED ROOF PANEL SELECT PANEL DEPTH FROM SCALE: 3' =1'-0' ALUMINUM SKIN TABLES E.P.S. CORE W SIDE CONNECTIONS VARY uj (DO NOT AFFECT SPANS) I + 48.00' COMPOSITE ROOF PANEL [INDUSTRY STANDARD] SCALE: 3' =114r MANS RE�IEWE D Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER-OEVE1.0mm TCONSULTANT P.O. BOX 211900. BWTH DAY70NA. FL 92721 TELEPHONE: MM 707-4774 FAX MO 70 -ON PAGE ® COPYRIGHT 1004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRf17EN PERMISSION OF LAWRENCE E BENNETT. P.E. 7-1 ED SMALUMINUM SPE KW SECTION 7 ALTERNATE CONNECTION: (3) #8 SCREWS PER PAN WITH 1" MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED END EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. (2) PER RAFTER OR TRUSS TAIL SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL #10 x 3/4" S.M.S. @ 12" O.C. #8 x 1/2" S.M.S. (3) PER PAN EXISTING FASCIA (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANEL TO FASCIA DETAIL SCALE: 3" =1'_0 FOR MASONRY USE 1/4" x 1-1/4' MASONRY 4CHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 2" O.C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION ROOF PANEL TO WALL DETAIL SCALE: 3"= T-0" SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR #8 x 1/2' S.M.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214988. SOUTH DAYTONA. FL 92721 Cil • v r , v „D TELEPHONE: (3IM M-4774 FAX: (988) 787-588 IPACE 7-2 I Q NOTCH TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I tD SENEZ Al I Inalhn II1� ca�rl�l.lST SOLID ROOF PANEL PRODUCTS RIDGE CAP 08 x 9/1V TEK SCREWS @- PAN RIBS EACH SIDE CAULK ALL EXPOSED SCREW HEADS & WASHERS #8 x 1/2' S.M.S. (3) PER PAN AND (1) AT PAN RISER PAN ROOF ANCHORING DETAILS ALTERNATE CONNECTION: #8 x 1-1/4" SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER SECTION 7 SEALANT PAN HEADER (BREAK - FORMED OR EXT.) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION ROOF PANEL TO BEAM DETAIL SCALE: 3' =1'-0° WHEN FASTENING PANELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1":::.+::::... CAULK ALL EXPOSED SCREW HEADS & WASHERS FOR COMPOSITE ROOFS: ` #10 x (t + 1/2') S.M.S. W/ 1-1/4'0 FENDER WASHERS C 12" O.C. (LENGTH = PANEL THICKNESS + 10) @ ROOF BEARING ELEMENT (SHOWN) AND 24" O.C. 0 NON-BEARING ELEMENT (SIDE WALLS) PAN OR COMPOSITE ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN ALONG PAN BOTTOM FOR PAN ROOFS: (3) EACH #8 x 1/2' LONG S.M.S. PER 12' PANEL W/ 3/4' ALUMINUM PAN WASHER ROOF PANEL (PER TABLES SECTION 7) SUPPORTING BEAM (PER TABLES) pLAt4S REVIEWED OF SAmMul Lawrence E. Bennett, P.E. FL # 16644 CML S OM M r oEVELOPMEN ' CONSIN.TANr P.O. BOX 214388. SOUTH DAYTOW% FL 32121 TELEPHONE: (318) 7/74774 FAX: (988) 717.6818 PAGE ® Iff =4I 7-21 RE NOT TO BE PRODUCED IN WHOLE OR W PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNE7T, P E ®SMAWMINUM SPECIAW SOLID ROOF PANEL PRODUCTS I SECTION 7 #8 x 1/2" CORROSION RESISTIVE WASHER HEADED 0.024" ALUMINUM COVER PAN SCREWS aQ 24" O.C. OR CONTINUOUS ALUMINUM ALTERNATE #8 x 1/2" S.M.S. SHEET W/ 1/2" 0 WASHER. r........... ....... ... ... .......... ...... ........................................ -1 ............... - TYPICAL INS73"=1'-V PANEL SCAL NOTES: 1. INSTALL RIGID FOAM INSULATION INTO ALUMINUM ROOF PAN. 2. COVER INSULATION WITH 0.024" PROTECTOR PANEL WITH OVERLAPPING SEAMS. 3. INSULATION PANEL SHALL BE CLOSED WITH ALUMINUM END CAP TO SECURE PLACEMENT AND TO DISCOURAGE THE NESTING OF WILDLIFE AND OR INSECTS. 4. PROTECTOR PANEL WILL BE SECURED BY #8 x 5/8" CORROSION RESISTIVE WASHER HEADED SCREWS. 5. SCREW PATTERN WILL BE 12" ON ALL PERIMETERS AND 24" O.C. FIELD ON EACH PANEL. 6. ALUMINUM END CAP WILL BE ATTACHED WITH (3) #8 x 1/2" CORROSION RESISTIVE WASHER HEADED SCREWS. NOTE: FOR PANEL SPANS W/ 0.024" ALUMINUM PROTECTIVE COVER MULTIPLY SPANS IN SECTION 5 OR 7 BY 1.28 FOR H-28 METAL 81.20 FOR H-14 OR H-25 METAL. ?L ANS REVIEWED CITY OF SA%FORD Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214988, SOUTH DAYTONA. FL 32121 TELEPHONE: (988) 787-47T4 FAX: (388) 767 -OW PAGE ® COPYRIGHT 2884 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 7-23 ED'SENEZAWMINUM SPECIALIST C SOLID ROOF PANEL PRODUCTS I SECTION 7 Table 7.1.3 Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H44 or H-25 30 x 1r x 0.024.2 or 5 Rib Riser Pa Wind Region Open 81ruct res MO -Sloped Roof 132 3 4 span span span Sown Rooms 3 Atiachsd Covers 132 4 spa span span Glass 3 Modular Rooms Enclosed 132 3 4 open span span Overhang / Cantilever All Rook 100 MPH 14'-W 1T-10' IV -,r 14'4" 18'-6' 1T r 11'-1' 14',2' 14'-6" 4'-0' 110 MPH 3'-11' 1T-10" 18' r IT -r 15-r 15'-11' 1174' 13' 4" 13'-r T-11' 20 Y 13W 18'-4' I 17'-r 11'x" 14'-11" 15'-3' 6'-9' ;lz-r 17-' 3'4r 123 14'-1' 18'-1' 18'-6' 1 14'-8' 14'-11'I W -r 17-4" 178' 3'-V 130 MPH 17 r 16' r 15-11' 11'-1' I 14'-r 141x' 16'-4" 11'x' 11'-6' 3'-8" 140 MPHI 1174Y 12W 17 T 10'-0' I 17-V I 17 T 1 8'-10' 10'-11' 17-'T-75 160 MPH 10'-0' 17 ' 17 T 10'-0' I 17-4- 17 T 8' --3'-2- 111-3' 111-0" 3'E' r x 1r x 0.030.2 or 5 Rlb Riser Panels Wind Regi Open structures Mloped Roof 132 3 4 span span span screen Rooms 3 Atbched Covers 132 3 4 span span span Ohm 3 Modular Rooms Enclosed 132 3 4 span span span Overhang Cantilever All Rook 100 MPH 18-r 16'x' 16'4' 14'4" 18=8' 10'-1' 17$ IVP' 16'-7- 4'-0' 110 MPH 18-1' I V -r 16'-' IT -r 17'-8' 18'-0' 111-2' 14'-V 14'x' 4'4' 120 NMI 14'-3' 18'43' 18'-1' 13'-1' 18'-2' 18'-0' 10'-r 13' 8' 13'-0' 4'-0' 123 YPH 14'-1' 18'-x' Ir -r 17-10' 1F^-lV 18',2' 10'-6' 1 13'-3' 17-r T-11' 130 NMI 13'-7' 18=10' 17' r 17-V 15'-4' IF -r 10'-1" 17-10' 13'-1' 3'-10' 140 MPH 10'-10' 13'x' 13' 8' 10'-10' 13'-' 13'x" rT11'-10' 14'-4' 17-'T-75 4'-0' 150 MPH 10'-10'1.13W. 16'r 13'$' 10=10' 13'-' 13'-8'W.10 10'4;' 111-3' 111-0" 3'E' r x 1r x 0.050" 2 or 5 Rib Riser Penis Wild Region Open Structures M Roof 132 3 1 4 Mm span span Screen Rooms 3Af3achedCoven; 132 3 4 span span spam Glees 3 Module Rooms Enclosed 132 3 4 Wan span span Overhang 1 Cantilever All Rook 100 MPH 18'-3' 22'43' 22'-11' 1r -r 21'-10' 22'-3' 14'-W 18'-6' 18'-10' 4'-0' 110 MPH 18'-3' . 2743" 27-11' 15'-11' 20'-7- 21'4Y 17-r 17'-7- 17111' 4'-0' 120 MPH 17'43' 21'-10' 273" 15' 3' . 1 r'-8' 20'-1' 17.6' 16'-V 18'-1- 4'-0' 123 MPH 18'x' 211-3' 211-r 16'4r I W -r 16'43' 1 r r 15143' 15'-10' 4'-0' 130 MPH 16=11' 20'-1' 20'$' 14'-' 18'$' 18'-10' 111-0' 14'-11- 1W -r 4'-0' 140 MPH 1743' 15-r 15'-11' 12'43' 15'-r 15'-11' 11',2' 14'-4' 14=r 4'-0' ts0MPH 1743' 16'r 16'-11' 174;' i5' -r 16'-11' 10'4;' 13'-8' 1351' 4'-0' Noss: TOM roof panel Width - loom width + wall Width + Overharp. PIANS Its"ENED CITYOF SOFORD Lawrence E. Bennett, P.E. FL # 16644 CMENSWEER-DEVELOPW fCONWN.TAW P.O. BOX 214980. SOUTH DAYTONA. FL 92121 TELEPHONE: PW T87-4774 FAX (908) 7874868 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART Wrniow THE WRrmw PERLOSION OF LAWRENCE E. W44ETT, P.E. 7-29 ED SENA ALUMINUM SPECIALIST FASTENERS SECTION 9 CONCRETE`BOLT EXPANSION DRIVE NAIL SPIKE SCREW. T - BOLT ANCHOR SCALE: N.T.S. SHEET METAL HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BOLT OPTIONAL METAL FASTENERS WASHER SCALE: N.T.S. NOTES: ' ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE APPROVED BY THE BUILDING OFFICIAL ty OF SA Lawrence E. Bennett, P.E. FL # 16644- • P.O. BOX 214M SOUTH DAYTONk FL S M21 TELEPHONE: (3M M- !4 FAX (3WTBT-=B PAW ® COIYRIOITT=" 94 NOT TO BE REPRODUCED W WHOLE OR N PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNE T. P.E. /� w wrM�r'7 ll I it 110 Ik/ epM AI 1qT 1. Design Statement These plans have been designed In accordance with the ANu9tog Manual. by Lawrence E. Bennett and comply with the Florida Building 20 and ASCE 748, Table 8-2; Importance Factor 0.77; Exposure'B' or ___MPH for 3 second wind gust vebciy bad: Open Duo pressures con 311: a.'B' exposure = PSF for Roods a _?SF for Wags b:'C' exposure = PSF for Roods b PSF for Waite Negative I.P.C. 0.00 For V exposure design buds, multlpy V exposure bads by IA. L Host Structure Adequacy Stat,Mw* I certify that I have Inspected the host strucdurs and 4 Is In good repair and attachments made to the ebucbure will be solid`,, �I fA Phone: Contreclor pl a print) . contractor s Note: Propollon of room frwn host structrus shall not exceed 18'. 3. Building Permit Application Pacbge cont kw the tbllowlng: Yes No A. Protect name a address on plans .............................................. B. Site plan or survey with enclosure location..................................... C. Contredoee / Designeft nam address, phone number, a signature on plans .., . DNotbe of consumer rW t0 aftched and Initialed by oor>su W .................... . EProposed protect layout drawing ! 1/8• or 1N0' 00810 with the folbudng........... 1. Plan view with host et"M area at attrmhrnent, enclosure length, and ✓ proJecllontom host sbucture............................................... . Z Frord and side obvoon views with all dimensions a heights .................. 3. Beam span, spacing, a Ob:e (I.e. 2' x 8' x 0.072'x 0224') ..................... . 4. Vpright helght, spacing, a size (IA. 2' x 8• x 0.072* x 0224' ........ :......... / * Chair MR or Ota size, length, a spacing p.e. 2' x 2' x 0.044' x 8-W 0 W-W O.C.) �L * Knee braces length, location, a eke p.e. 2' x V x 0.OW for 20 x 2' x OZW x 02Ws.m.b.)............................................................. 4. NlgMW details from Aluminum St uchi ss Design Manuel-. Ye / NO A. Beam a pudin tables wl sizes, lhicimsss, spacing, a spans / lengML Indicate ✓✓✓/ Section 3 tables used:...................................... Beam allowable open converelone from 120 MPH wind zone,'S' Exposure to MPH wind zone andlor V Exposure for bad widlh Look up spen on 120 MPH table and appy the following fomwla: Span / Height @ 120 MPH r Required Span MPH (b or d) x. @ or d) x (b or d) = Wind Zone Multiplier+ �---Exposure MUMPNW+ B. Upright tables wl sizes, t dcb* s, spacing, a heights (Tables 32.1, 322, or 32.3)........................................................................ Upright or wall member allowable height I span corrverelorrs from 120 MPH wind zone,'B' Exposure to = PH wind zone and/or'C' Exposure for bad wk lh Look up span on 120 MPH table and appy the following tonrKrla: Span / Height 0120 MPH -1 sir' (b or d) x (b or d) x (b or d) Wind Zone MultlpUer • t Bp00m + +Appro ' b-6 Design Check List for Screen / Vinyl Room (Dage 2 of 2) Yes No C. Table U wqh beam & up ftht mnW na*m M applicable .......................... D. Conne d w.delalls bo be used such or. 1. seam to updght............................................ ,.............. Z. seam io wd............................................................... a So' io beam............................................................. 7 4. Ctl* rail, pwft, s knee braces a beams & uprights .......... ........... . S. E*uded guW oonnedlon............................................ . L U-dip, angles MW 8019 Plot io dedt...................................... EFoundation deta8 type & *9.................................................. Notes: 0 b-7 1. Cl" the bWkln PWO for dw fof wft: Yes No b. Appand *WAW and addwWwm as e1.......... r -- .. ............................. oplot lot pian or surrey :..........• .... ...•..... drswings or shop. drawlnps the "A9 L Chook the appWAd slfeefts G"d§o Yes No i u Lr skim* rs tar: St udwet long% poles• plan a hoWt as down on to plans................. — a. a.tnt WOW Of .................. b. ilseim dses.,span. ..... --- c. fin daes.,epan 8W. .................................................. . Updot emss. hdght. @W" screws (K M**@o .................... . — — d. 0. (rM* rd loos.langlh 3 ............................................... @p� f Knee braces an properly bleleired of nXililrom ................................. W Roof panel des, length B MMM ........................................... . yes No s. check toad bas 0 I �Ia io do* for. `�.......................................... ...... 8 b. Con d number. ems a spe �p of tiseler mfg) uP................................. -- Cc -,I MEOW. ems 8 sparing of f demo of angle ft deck and sols pkts ....... — o. to dock tlsvugh bride pavers then orders shay go tluough d. UpU t m anchowd ................................. psvws bo coronets ......................... Y� 4. Chock Uw food bmft be to tor: No wis or rsosl" dr nnW do & thidsrees .................... Aadvsr brsdA�p — s. b. Member. ems' L eps"of wwhors of beam m moeNer or rsodvw m host ebwNss — o. Heeds latmdgna I m host sbuum orbeare................................... — .— d. Root panel effmch rm t to raWm or hod stru km ............................. --- e. P angle bradrals ars uwd for4sntbnp oonnecdorw. dwdc number. ams &t" mse — — offNbrrers. ..................................................... t pod to beam ef�scturrenm M ddb .............................................._ ...— No s. On* NO pwrd W§bm tbr:Yss L RecaWar bracket. enols or reodvbrp da" ems 8 twdcness ......................_ --- 8k% 3 gwft d anchors of beam t° madwr .......................— — b. number a. header atfdrrwt to host d udm or beam .................................— d. Roof pend dt@ch vgt m reodver or beam..................................... —. Nolan: . o-2