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HomeMy WebLinkAbout226 Krider Rd (2)1 I r f JUL/=66-2006 00:49 UNICELL HOLDINGS INC. 4073309631 P.03 a& - Permit IY :_ 3 U D Job Address: Description of Work: Historic District: Cr" OF SANFORD PERMIT APPLICATION Date: s. 1.1.j V (0. Zo(O RECEIVED ;tw �anrd t t I t zoos t Zoning: Value of Work: i 01120, ou Permit Type: Building Electrical Mechanical Plumbing Fire Spsink)er/Alarm Pool Electrical: New Sema — # of AMPS AdditiodAlwation Change of Service TemporaryPok Mechanical: Residential Nott -Residential Replacement Now (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: p of Fixtures 0 of Water do Sewer Lines N of Gas Lines Plumbing/Now Residential: # of water Closets Plumbing Repair— Residential or C4mm"al Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: 0 of Stories: M of Dwelling Units: Flood Zone (FEMA fora required for otber than X) Parcel 0: V 1, Owners Name At (Attach Proof of Ownership & Legal Deseriptloo) phone: Contractor Name X Address: 1 r Suits Lllctase Number. IR .. Phone di Far 1 • t Parson I Y a "i IV mss \j Pboao: 1 Bonding Company Address: Mortgage Leader: Address: ArcbltecVgngtmmr: plane: Address: Fats: Application is hereby made to obtain a permit to do the worlt and installations as indicated. I eenily that no work or installation has eommsocad prior to the issuance of • permit and that all work will be porfonnod to meat standards of all laws regulating eoastructice in this jurisdiction. I understand theta separate permit must be Secured for ELECTRICAL WORD PLUMBING, SIGNS. WELLS. POOLS. FURNACES. BOILERS, HEATERS. TANKS, and AIR CONDITIONERS, cu. OWNER'S AFFIDAVIT: 1 eerily"all of Uro foregoing information is accurate cod that all work will be done In compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FA'sLURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT M 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. NOTICE : In oddition to me requirements of this permit, there may be additional remietions applicable to this property that may be d in the public records of this county, and there may he additional petunia required from other gtlrenunalul entities such Is water management di: ' , a federal agencies. Acceptance of tion th4. at ( 1 nattily the owes of she woperty or" require ta loride Lien 7 iA" igna Owncr/Agel' Diu Signature of Contractor/Agent Dive TOO ov, Utz— rdrnond Q. SelneZ of Notary -State My Commiaalon UD101466 Expires Judy 06.2007 4mq W(P aw R hN Commltsalon DD101466 ExW►aa July 00, 2W ,OyntdAgent Is _ Perso { e or tactor/Agem is' Peio y o e or Ptoduad ID 4 Produced ID APPLICATION APPROVED BY. Bldg -.x+ � Ac lilies: Zen• � ''4cilitics: FD: (lnitr Date) (I 'tial R etc) (Initial tit Date) (Initial k Date) Special Conditions: �4-1-0O TOTAL P.03 cicl SeYninole' County Property Appraiser Get Information by Parcel Number �l.�l,hr, • . Page 1 of 1 0�p — http://www.scpafl.org/pls/web/re web.seminole_County_title?parcel=0720315100BB005BO... 7/5/2006 0Ayw m so .-CFA. A5A PROPERTY APPRAISER N. - 4% ,. r a 11No�e oouNrr F1. 1101 K. Fl TlFr 9ANFORo. FL32"1-14W 1cs-assW75=. 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 07-20-31-510-0660-05BO Number of Buildings: 1 Owner: HOMES FOR YOU LLC Depreciated Bldg Value: $125,632 Mailing Address: 300 SADDLEWORTH PL Depreciated EXFT Value: $0 City,State,ZipCode: HEATHROW FL 32746 Land Value (Market): $0 Property Address: 226 KRIDER RD SANFORD 32773 Land Value Ag: $0 Subdivision Name: CASTILLE TOWNHOMES CONDOMINIUM Just/Market Value: $125,632 Tax District: S1-SANFORD Assessed Value (SOH): $54,295 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 04 -CONDOMINIUM Taxable Value: $29,295 Tax Estimator SALES Deed Date Book Page Amount Vaclimp Qualified CERTIFICATE OF 2005 VALUE SUMMARY TITLE 04/2006 06215 1258 $81,000 Improved No Tax Value(withoutSOH)• $1,048 QUIT CLAIM DEED 02/1992 02718 1574 $24,000 Improved No 2005 Tax Bill Amount: $553 WARRANTY DEED 12/1990 02256 1617 $56,000 Improved Yes Save Our Homes (SOH) Savings: $495 WARRANTY DEED 06/1990 02197 1374 $38,400 Improved No 2005 Taxable Value: $27,714 WARRANTY DEED 07/1985 01658 0253 $52,100 Improved Yes DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 01/1976 01092 1628 $26,000 Improved Yes ASSESSMENTS Find Comparable Sales within this Subdivision LEGAL DESCRIPTION LAND PLATS' Pick ... 13 Land Assess Land Unit Land Frontage Depth Method Units Price Value LEG UNIT 5B BLDG BB CASTILLE LOT 0 0 1.000 .10 TOWNHOMES CONDOMINIUM PB 20 PGS 14 815 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 2,263 1,801 CB/STUCCO $125,632 $125,632 FINISH Appendage / Sgft GARAGE FINISHED/ 462 Appendage I Sqft 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 OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "• If you recently purchased a homesteaded property your next ears property tax will be based on JusVMarket value. http://www.scpafl.org/pls/web/re web.seminole_County_title?parcel=0720315100BB005BO... 7/5/2006 1 Mai 04 06 08:58a Ed 5enez Rluminum 1�ab'r'��uutly POWER OF ATTORNEY Datc: I hereby name and appoint.-f�i�'i'�) of - A ��;t' YtiP''7 -AA� , &26 ' to be my lawful attorney Ir► fact to act for me and apply t��othe pp .i ILA Building Departn=t for a sacro Dc r&) perAut For work to be performcd. at a location described as: Section Townsbip Subdivision cbr Mange Lot . Block (Owner of Property and and to sign my name and do all things ncctssary to this appointment. Type or Ptjutia.Rigpf Register# Contractor and Contcactor's License Number p.1 Signature of Register or Cc dM Contractor The foregoing instrument was acknowledged before me this day of .�_ of'20 0(P By w Who is pmotWly known to mv*bo prodmed As identification and who did not talcs oath. State of Florida County of , Irgrlatte R Mosley jefh W cW mWWm DD1914M In a EVWW July oe, 2M7 Seal A P L"Jb&, - t ' 606atly Public, Orange County, Florida PLAT BOOK AZ CAST ILLE PAGE FT SHEET N0.1 OF 2 - T( WNHOME S CONDOMINIUM OFFICE �iLnt 1 •T 1 OY Lo+ S. E,aLPrr T4i WreT ]].]O Frr+ Turrsor, Aw Oc Lo"a 4 '1, D, Oro O, ►ue ?4P WPrrr 21.6.1 FP.T Os Lo+ 10,1O..oc.a C. ¢.P. -.T o. s.uau w.+• t n..e z s• ¢PcoQa.o 1u p... oeP�.. 1�, c.gba 1 1¢-v..•.,r_ ¢.woe• oc 5...�Jeu Couu+Y, Fua�ea, TDp•T..ra W�tu A LLou ixc.J�i•J{ E••PMPUT Gat IugaPN Auo i••sb• OJK uP ErmT �FPP+Or 'T4s WPr' 6].]O F Pt Oc for � ♦ua A LLou P><C uu•W E•••.w•ut T'et IugaPa• Auo E-1es•b OJ.a TL. 1. rT IO.t F/P+ O� T4P W►K 11. dl FPrr Oa y�e 10 Au. '1uP,.+KT Tb A LLOV �w•JP G. � � sugar•• Auo Cqa u FWoa Oc APio�.uuq R4+�-T� Ouu.a• 0.1.r- Ufa. C+++ D F.rr Oc T . 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D1uiu 110U4 4u0 t-. oa TVP COrw.lou E-1 ToluuwouNl Couoobnlul.aw 41u.eu Is f I Ci CC¢DiD .MOl,ly Tu!'QlibllG QiGOR9r OF DiM1uO1..L COUb1TI, �LOG10A� IV OFFICIAL F 1 W hl I 7 1 p 11 I �I LAT 10 I 0 j I u V 1 1 cow z `F- In Ctgi¢ Fl-ro ELW. 7s. PRAu Vuu. ZViW�L �Y1L01•Iq �Li1tAT1sN ( E�'w- b-- of u.s.c. ♦q.9. D•TYM) - cP.lca,n 2vv cwwm=lc6 w -w oc e.muw*4 i.. {Lwow AL>_ MOY lb- iUs&*p.Li9i•-r' TYaeT - Tui Uuoi¢sl4 uoo, lt-w. b, 2{g1•rt{¢io I.- 5U{JI:Yo¢ AuTuoslcw Te'R-a ,1Gi u Tui J �rAT{ oc Gu¢IOA, 'Dorn NGaas-+ Ct TIFV TVAT Tui COJ OT¢J GT tOu OG Ti• L../'P¢OnI{Mfu"0 D ifCi1's{O 14 }JFG1GIiLLT IY COM7L1T11D TYAT TJI] .5J¢JW OF T4G Luo Auo [j OLAvu1C DinC¢IPrIOu Oe Tui IMva.oJi MiLLTf lu WU J:u Uu1Tb AA.i L04Ti0 fwlD ROrr RAN 0'F CO.�TI t -u T6v.J.aow.COuco•61Yt1.tM I.lOT@ ToyiTwcz w1Tu TUG wo=olLLy os Tui U{C�- c- C1..6Wr{ De ¢AT10u OF r_-.00Mlu\Ju AP.s A O.OQPii CT Ati ll,=. W= TiMvs- Pp- ,L -TT- TViQG GJsu OG �KioLMluiO A¢i UoT DUl�nlugf.O¢ Tuiy GP.OM Tui IViMT1G 1G►TIOu� LOCATIOJ., Liu i'iP0 CauVOJ Epi MPJ'1'e. D1uiu 110U4 4u0 t-. oa TVP COrw.lou E-1 L1M1Z{o tk-u E--- ALLD OP iAGV Lf - IJ, .0 oMlu 1JM. 9'P9- 76 nn -6 (�)r O . 226 Krider Rd Sanford, FL Ed Senez Aluminum 720 N. Volusia Ave Orange City, FL Layout: M.W.S. (627/06) 9 F 4'6" x 12'6" Screen Room 1/4#1 = 2' • Build R Scorn to Inside • - Existing 16" Kneewall with Handrail • HV31 S 1 KUIa UKG ` 4 3" Pro -Pan Roof r 13'6" Top View (2x2) Edge Beam so" 16" Block Wall 12'6" W V LL LL 0 00 W AL a a m 3 Materials Bronze _1x2-3®24' 2x2-3@24' 19/14 -Screen O 0 LU O W Z Wa H Ce. 1L hO 1� V SCREEN, ACRYLIC $ VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) asoma 40 All) a3A WAR SNVld ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) AL SLOPED SOLID ROOF ENCLO SCALE: N.T.S. SECTION 3A 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 TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE. NTS. PL AWS BELOVED Lawrence E. Bennett P.E. FL # 16644 // �% �/A am aier� • a�vacausvrca�euLTavr PA. BOOL 2UM SW M OAYfOtM FL=M TB. WHOM p"W4"4 ma ammanr PAfR! Q commmu" NCPTOaRPFRMMWWW 8ORIMPARTWff"ffTHEVM MP6 BMWL/WYR9=ElMAR.P8 3A-1 SECTION 3A I - 'SCREENs ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 S 3A.1.2) HEIGHT (h) 1x2' *—P,MIN. 3-1/r SLAB ON GRADE VARIES OR RAISED FOOTING ACRYLIC OR VINYL ROOM OR FOOTINGS SEE DETAILS TYPICAL SCREEN PAGE 3A-37,38.39) C1b0�NVS d0 A11� W/ SOLID ROOF TYP. FRONT VIEW FRAMING (HEIGHT OF UPRIGHT IS MEASURED FROM a3�EA�a SNtndToP OF 1' x r PLATE To BOTTOM OF WALL BEAM) 'LW LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION 'Pf ® FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) O z O.H. SOLID ROOF NO MAXIMUM co (ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH NOTES: k - 'P'VARIES —= 1.. ANCHOR 1' x r OPEN BACK EXTRUSION w/ lie x 2.114' CONCRETE FASTENER MAX. OF 24r O.C. AND W/ IN S' EACH SIDE OF UPRIGHT ANCHOR 1' x r TO WOOD WALL W/ #10 x 2-1/r S.M.S. W/ WASHERS OR #10'x 2-1M WASHER HEADED SCREW r -W O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS 0 EACH POINT OF CONNECTION. 2, SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P12 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1 A 4, ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 004 130 1 140 160 #8 1 #10 1 #12 1 #12 TYPICAL.SCREEN ROOM SCALE: 3118 =114 r' Lawrence E. Benne% P.E. FL # 16644 15LARS R EVIL ELI ED a�.e�a��-oe�,or�rroo�.nwr TY OF SANi't3RD PAS 900f 21gM. s011�M W1YfaKl�La214f PAN 0RpPM1U0 NUN 3A-2 q� 10 OE R�R00110ED M WlIOLB OR N PART WRMO{f�THB MIRIITRAI PRION CP NdN1iBiCH E BBfET�, PE SECTION 3A EDGE BEAM 1' x r OPEN BACK ATTACHED TO FRONT POST WI #10 x 14/r S.M.S. MAX. 0- FROM EACH END OF POST AND W O.C. SCREEN ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: '2) #10 x 1-1/r S.M.S. 'HROUGH SPLINE GROOVES oto4j4vS 40 M - (13h',3108 SO FRONT WALLGIRT 1' x r OPEN BACK ATTACHED . TO FRONT POST W/ #10 x 144 S.M.S. MAX. W FROM EACH END OF POST AND 24.O.C. i1DE WALL HEADER UTACHED TO 1' x r OPEN IACK Wl MIN. (2) #10 x 144 W.S. 1' MIN. —w • , ���7 IDE WALL GIRT ATTACHED 1 ' x r OPEN BACK Wl MIN. (3) 10 x 141r S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4' x 244 CONCRETE/MASONRY ANCHORS ® Ir FROM EACH POST AND 24.O.C. MAX. AND WALLS MIN. 1' FROM EDGE OF CONCRETE 4�7 ICAL A ALTERNATE CORNER DET SCALE: 7 a Lawrance E. Bennett. P.E. FL# 16644 FIANS REVIEWED °"``.°OOl'" PCITY OF SANF©RD murme A.L� �1�3t141 pylk �70� PAAd 0 3A-6 �roeat�eoouc®wvin+aFoawwuerwm+o«rn+ewnme+aRuwne+ceEee+�rr.P.e SCREEN ACRYLIC 8 VINYL ROOMS COMPOSITE ROOF PANELS: (4)1/4' x 4' LAG BOLTS W/ 144 FENDER WASHERS PER 4'-0' PANEL -ACROSS THE FRONT AND 24.O.C. ALONG SIDES Ib03WVS 40 Ail) MOWS SNnld rxrORrxWHOLLOW GIRT AND KICK PLATE r x r HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 141r S.M.S. IN SCREW BOSSES SECTION 3A RISER PANELS ATTACHED /17 CHAPTER 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 14ir S.M.S. IN SCREW BOSSES rxr,rxrORrxr ' HOLLOW (SEE SPAN TABLES) t ICAL UPRIGHT DET SCALE: r u 114r pJANS RMEWED CITY OF SANFORD FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/r S.M.S. IN SCREW BOSSES 1' x r OPEN BACK BOTTOM RAIL 1/4' x 21/4' MASONRY ANCHOR ® Ir FROM EACH POST AND W O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 P:O.IOOt PO 4f4ffi1nUrNoft 21 PARC po 7 p -m Q fxIPY1dOFB�L fIG�TO B! R�ROOIx� MI WFgL6 Oit N PART Wf1MOlf�7HE WRR1@I PHWI0810N OP LAWN' B SETT, PE 3A'7 SECTION 3A ALTERNATE CONNECTION DETAIL 1' x r WITH SCREW am (2)#10x1112'SCREW BOSS ANCHOR 1' x r PLATETO CONCRETE W1'114' X 244 CONCRETE ANCHORS WITHIN 6' OF EACH SIDE OF EACH POST AND 24' O.C. MAX. . MIN. 344 SLAB 2500 PSI _ CONC. 8 x 8 -10 x 10 W W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCREEN, ACRYLIC & VINYL ROOMS m 1'.0' ANCHOR 1' x r CHANNEL TO CONCRETE WITH 114' x 2-114'CONCRETE ANCHORS WITHIN 6' OF EACH SIDE OF EACH POST AT 24' O.C. MAX. OR THROUGH AN13LE AT 24.O.C. MAX MIN. 3.1/r SLAB 2500 PSI CONC. 6x6-10xNo w W.M. OR FIBER MESH VAPOR BARRIER UNDER . v • i •.' CONCRETE BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/r S.M.S. INTO SCREW BOSS 1' x r EXTRUSION 14/8' MIN. IN CONCRETE HEADER BEAM (4) #10 x 11r S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE rxrORrx3.0Rrs.M.B. POST MIN. (4) #10 x 112' S.M.S. EACH POST 1' x r EXTRUSION 144 MIN. IN CONCRETE SCALE: r m 1'4' E. Bennett, P.E. FL # 16644 C LQNS Rf Vp L>�W �.� �rY of sa ® PA.l�f7 W%n 4 NFORD WIAa o me ®ap1tl01RlOOt 3A-4 t+armex�e ==WWMaaRgj"ffWff"ffjfflWW a+a eR eeea+err.P.e SECTION 3A UNIFORM LOAD All A SCREEN. ACRYLIC & VINYL ROOMS SINGLE SPAN CANTILEVER UNIFORM LOAD 2 SPAN UNIFORM LOAD B 1 OR SINGLE 8 UNIFORM LOAD UNIFORM LOAD 3S - A B C p t 4 SPAN NOTES: 1) l am Larto a = Overhand Lareill 2) AN spans dstad.in the tables are for equally spaced dlsMnces between supports Or andw Points - 3) Hollow Wdons shed not be spliced. dM be wed. 4) S� spm boon shad bo Only be spliced at the quarter poirf � splices SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL# 16644 PLANS REVIEWED C..aereaa�r CITY OF SANFORD P.O.B�lMa�, �OI��PL�'1121 3A$ ROTTOMPOW MMawmcmWPARTwm=Tmwwm cpLWAU M ee rr,PE , &EMEME, UNIFORM LOAD 3S - A B C p t 4 SPAN NOTES: 1) l am Larto a = Overhand Lareill 2) AN spans dstad.in the tables are for equally spaced dlsMnces between supports Or andw Points - 3) Hollow Wdons shed not be spliced. dM be wed. 4) S� spm boon shad bo Only be spliced at the quarter poirf � splices SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL# 16644 PLANS REVIEWED C..aereaa�r CITY OF SANFORD P.O.B�lMa�, �OI��PL�'1121 3A$ ROTTOMPOW MMawmcmWPARTwm=Tmwwm cpLWAU M ee rr,PE SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.1420 Allowable Edge Beam Spans - Hollow E dMlons For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH vel mW, wing design toed of 13 NSF (43 NSF ibr Max. Candlsverl Nobs: 1. Aba+a spans do not MoUids kr.0 of Wm brans. Add hmbsomW d@Wm tom updSk bm cu ft d Mans to aomrsdich b bha shale spans far%M beam apsm. Z. Spam ff W be PLANS REVIEWED Lawrence E. Bennett, P.E. FL # 16644 CITY OF SANI:ORD P.o. eox s twee, aam+ n*nn a aQ+:+ fEJ.l�110gE �� 4 Paas. ® coPYwaer soee 3A-11 NWTbm mWm=CRNmffWt mffTtEWRRIENPH BION ORLAWNBB9J�ETT.PE i � I; it [�_', •. ® TT- 4i7 C��17 t i+<7 I� � ' AUr r-�--rr�T ; �, r- `CLr- ■, GSI�7 Ci�l] r: r><-,1TT•I,:r-nr���L1���J-��•■ _� ' r,- � r KJ-UWL3'� i r. � • Saw 6F iFs�iy] EFi�i] iFsi�7 L'.iTl�tT�r l 1-- �j�7 ffb5V f[i.,. 'rr_c 7'1r�r.:J,rr�r'J1 r� �E5ii� r--rr�_1"fT�',•=.1'-1.��F;4..�C 7 eljs���� rIiL LAI �'jr�� J r rr-.1-tT • � :�r r. r rT �-rT • ._� 7 K[S:57 fr EI�. �� i �i7 f iL�7 Ef 7 i w. [ * i 7 fiaY] iLi1v1] iiZ6,m7 MINES ' mom v I��'� r u � rte. Lm a i_Ju. `i.LE� � r' viii 7 m �� G.Ir F-�-r3'tTi �� i' ^ ..'� EEsi�[1 [��7��EI-''�l][s►�L1] �-TL: i 1 �7 � «7�] c�-��TT' �.� ;'. � ....1 r ' f ��+.i�Ll 7 t L- t;`J �E:�1.7 r; 4 4• Cf]C�,i7 L�'>r1'fT' .57 1[�tl•L �� ��r �r J ffyr r rrrC�1 r[rA <Lis�� s'F �i'T •-.�_"'.�i 17 i F I�lu MiCl 7 f ice] [L �CL'i[y ] f ] �r iL U i —10 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS 1/4" x 6" RAWL TAPPER ALUMINUM FRAME SCREEN THROUGH 1"x 2" AND ROW WALL LOCK INTO FIRST COURSE OF ROW LOCK BRICKS BRICK KNEEWALL TYPE S ALTERNATE CONNECTION OF MORTAR REQUIRED FOR SCREENED ENCLOSURE FOR LOAD BEARING BRICK WALL BRICK OR OTHER NOW 4" (NOMINAL) PATIO STRUCTURAL KNEE WALL CONCRETE SLAB (SEE NOTES 1" WIDE x 0.063 THICK STRAP CONCERNING FIBER MESH) @ 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 ° < (1) #5 0 BARS W/ 3" COVER SLAB OR FOOTING a. (TYPICAL) CK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4"= V-0" 4" MIN. (2) #5 BAR CONT. 2'-0" MIN. 3-1/2" (TYP. (1) #5 BAR CONT. as e% = BEFORE SLOPE ALL SLABS) �_ :-e 04 8" 12" TYPE I TYPE II TYPE III FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/ 12" 2" / 12"- V-10" > V-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 psi concrete with 6 x 6 -10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh ® Mesh, InForceTm 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 11,footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4" =1'-0" Lawrence E. Bennett, P.E. FL # 16644 PLANS REVIEWED ENGINEER - DEVELOPMENT CONSULTANT P.D. Box TELEPHONE: SOUTH(3 DA 7.477 32121 CITY OF SALFORD TELEPHONE: (388)787�Tr4 FAX: (388) 7 -SM PAGE I ® COPVRNiHT 2084 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. ED SENEZ ALUMINUM SPECIALIST SOLID ROOF PANEL PRODUCTS INDUSTRY STANDARD ROOF PANELS Is 0 0 co C0 HEIGHT RISER r 12.00• 12" WIDE x 3" RISER INTERLOCKING ROOF PANEL SCALE: 3' =1'-0' SECTION T w >T 1 12.00• L CLEATED ROOF PANEL SELECT PANEL DEPTH FROM SCALE: 3" =1'-0'ALUMINUM SKIN TABLES F-r--E.P.S. CORE W SIDE CONNECTIONS VARY o(DO NOT AFFECT SPANS) r... ............ .... r .... . ........ COMPOSITE ROOF PANEL [INDUSTRY STANDARD] SCALE: 3' =1'-0' pI A11S REVIEWED CITY OF SANFOR Lawrence E. Bennett, P.E. FL # 16644 CM ENGINEER - DEVELOPMENTOONSIn.TM? P.O. BOX MOM 8OVTH DAYTONA, FL 32121 TELEPHONE MM -M4 FAX (311 T -Wft PAGE ® COPYRITiHT," NOT TOM REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E MNNEiT. P -F- 74 ■ 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) Q 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 VCHOR OR EQUAL Q 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"= V-0" SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) aQ 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 CML ENQINEE1t . DEVELOPM&ffCONSULTANr PI ANS REV'NESV ED P.O. BOX 2143M SOUTH DAYTON& FL 92121 CITY 0■ SAN FORD TELEPHONE. (3W 767.41"4 FAX. MM 767 666 IPAGE 7-2 I ® NCOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I tf) SENR QI Ilk Athil IeA CDCI-IAI ICT SOLID ROOF PANEL PRODUCTS 1 SECTION 7 ROOF PANEL (PER TABLES SECTION 7) #10 x- (t + 1/2' S.M.S. W/ PAN ROOF ANCHORING DETAILS , SUPPORTING BEAM RIDGE CAP I SEALANT E THICKNESS + 1') ' PAN HEADER (BREAK - FORMED OR EXT.) #8 x 9/16' TEK SCREWS Cr ' HEADERS AND PANELS ON PAN RIBS EACH SIDE ' BOTH SIDES OF BEAM FOR GABLED APPLICATION CAULK ALL EXPOSED SCREW - - HEADS & WASHERS #8'x 1/2' S.M.S. (3) PER PAN AND (1) AT PAN RISER - - - I ALTERNATE CONNECTION: PAN OR COMPOSITE ROOF #8 x 1-1/4' SCREWS (3) PER PANEL PAN INTO BEAM THROUGH BOXED END OF PAN AND , #8 x 1/2' S.M.S. (3) PER PAN HEADER I RnnF PANEL TO BEAM DETAIL ALONG PAN BOTTOM WHEN FASTENING PANELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1' CAULK ALL EXPOSED SCREW HEADS & WASHERS SCALE: 3' =1'-0' 1 FOR PAN ROOFS: (3) EACH #8 x 1/2' LONG S.M.S. PER 12' PANEL W/ 3/4' ALUMINUM PAN WASHER FOR COMPOSITE ROOFS: PAN ROOF PANEL (PER TABLES SECTION 7) #10 x- (t + 1/2' S.M.S. W/ 1-1/4.0 FENDER WASHERS , SUPPORTING BEAM (� 12.O.C. (LENGTH = (PER TABLES) E THICKNESS + 1') ' L ROOF BEARING ELEMENT (SHOWN) AND 24' O.C. @ NON-BEARING ELEMENT (SIDE WALLS) (ROOF PANEL -TO BEAM FASTENING DE. AIL SCALE: 3!=I =1'-0' i Lawrence E. Bennett.- P.E. FL # 16644 CIM ENGINLEER - vEVBAPfieff CONSu.TMir � P.O. BOX 214.1115. SOUTH DAYTONA- FL 32121 ®CITY OF ���� D i TELEPHONE: (31MM-4774 FAX (386) 767.6668 PAGE ® COPYRpfR2604 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRfTTEN PERMISSION OF LAWRENCE E BENNETT, P.E. 7-2 ED SMEZAWMINUM SPECK ST ISOLID ROOF PANEL PRODUCTS I SECTION 7 I 0.024" ALUMINfJM COVER PAN OR CONTINUOUS ALUMINUM SHEET #8 x 1/2" CORROSION RESISTIVE WASHER HEADED SCREWS @ 24" O.C. ALTERNATE #8 x 1/2" S.M.S. W/ 1/2" 0 WASHER. TYPICAL INS73"=1'-O" ANEL SCALE 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. PLANS REVIEWED Lawrence E. Bennett, P.E. FL # 16644 DEVELOPMENT CONSLILTANT CML ENGINEER - CITY OF SANFORD NE: (3 OAYTONA FL 92121 P.O. Box TELEPHONE: TELEPHONE: (988) 7874774 FAX: (988) 787888 PAGE ® COPYRMfT20H NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. q 7-23 ED'SF_ N;7 d1 I MINI IIU Comm ter 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 2"x 12' x 0.024' 2 or 5 Rib Riser Wind Region Open Strucbrres Mono -SI Roos 132 3 4 span span span Screen Rooms � Atleched Covers 132 4 s span span Glees 3 Modular Room Enclosed 132 3 4 span span span Overhang I Cantilever All Roofs 100 MPH 14'-6' 1T-10' 18'2' 14'4' 18'-8' Ir -r 11'-1' 14'-2' 14'-' 4-4r 110 MPH 3'-11' 1T-10' 18'-2' 13'-T 15 T 15--11' 10'-4' 13'7' 13' T 4'-0' 120 MP 13'2• 18'-4' 1 T T 11'-8' 14'-11' 15'3' W4r :178' 17.9" Y4r 123 13'-0' 18'-1' 18'4;' 1 1443' 14'-11' lr4r 17.4' 17-V 3'-8' 130 MPH 12-r 16=T 15'-11' 11'-1' 14'-2' 14'-' 9'-4' 11'4" 11'41" Y4r 140 MPH 10'4r 12'x' 17 T Mr 17W 12'-T 8'-10' 10'-11• 11-r 3'-4' 150 MPH 10'4Y 1 17 17 T 10'4Y 12-' 17-7' 8'-6' 10'r' 10'-1{' 3'-6' s" x 12' x 6AW 2 or 5 Rib Wow Panels Wind Regi open Structures Monodloped Root 132 3 4 span span spen Screso Room 3 Attached Covers 132 3 4 span span span Glass 3 Modular Racine Enclosed 132 3 4 span span open Overhang I Cantilever All Roofs 100 MPH IW -r 19'.3' 1943' 14'4' 18'43' 19'-1' 17-6' 19-4' 15-T 4I 110 MPH 16'-1' 19'-3' 198' 13'-T 1r-8' I" 11',2' W -W 14'43' 4'-0' 120 MPHI 14'.3' 194' 19'-1' 13'-1' 18'-2' 16'43' 10'-P 13'43' 13'4i' 4'40" 123 MPH 14'-1' 18' 2' 18'-T 17-10' 15'-10' 18',2" 19-6' 13'-'13' T 3'-11' 130 MPH 13'-T 16=10' 1T -T 12-W 15'x' 15'-P 10'-1' 12=10' 13'4' 3'-10' 140 MPH 10'-10' 13'4'I 13'-8' 10'-10' 13'-4' 13'-8' 9' T 11'-10• 1741 3'-P 150 MPH 10"40' 1 IYW I 13'-8'10-101 174r• I 13'-4'131-W 15'-11' 9'-10 1113' 11'43' 3'-6' r x 12' x 0.050' 2 w 5 Rib Riser Panels Wind Region Open Structures Mono -Sloped Roof 132 3 4 span span span Screen Ronna 3 Attached Covers 132 3 4 span span span Glass 3 Modular Rooms Enclosed 132 3 4 span span span Overhang I Cantilever Ali Roofs 100 MPH 18'.3' 2743' 27-11' Ir -W 21-100 22-W 14'$' 194' 18'-100 4'-0' 110 MPH 1814' ' 2743' 27-11' 15'-11' 21Y -r - 21W 13' T 1T -T 1T-11• I . 120 MPH 1T -W 21'-10• 27-' 15';3• 19'48' 20'-1' 17.9' 15'43" 18-1' 4'-W 123 MPH W.S. 21'2' 21'43' 15'-0' 19--9' 19143' 12!-r 15'-8' 15'-10' 4-0 130 MPH 15-11• 20-1' 2543' 14'-6' 18'x' 18'-10' 11'4r 14'-11• 15'-" 4'-0' 140 MPH 1743' 15-T 15'-11• 17-8• 7T 15-11' 11'-2' 14'4• 14-P 4'4r IN MPHI 1743' 16-T 15'-11' 174r• I i*5' T 15'-11' 10'4' 1Y -W 13'-11' 4--0' Note: Total mof panel Width - room width + wall width + overtang. PUNS REVIEWED CITY OF SAM -FORD Lawrence E. Bennett, P.E. FL # 16644 CIVM.9MINEER-DE HCFA a fCONSU LTAW P.O. BOX 2143M SOUTH DAYTONk FI.82121 TELEPHONE (M 7117.4774 FAX: (M) W406 PAGE ® COPYRIGIrr2fl" A NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRf TEN PERMISSION OF LAWRENCE E. BENNETT- P.E 7-29 ED SENA ALUMINUM SPKULISi FASTENERS CONCRETE \ DRIVE NAIL SPIKE SCREW T -BOLT ANCHOR AND M NRY ANCH SCALE: N.T.S. SHEET METAL HEX HEAD SCREWS TEK SCREW LAG SCREW SECTION 9 EXPANSION BOLT MACHINE 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 Lawrence E. Bennett, P.E. FL# 16644 PUNS r�EVip��•E CmLv pdEER-DEVELOPMEvrcoN=TANr CITY OF S9b��►►�� 'FC�Rj� a/ P.O.SMi1438%SOUTHDAYMN& FL 3M21 TELEPHONE: (� nY4"4 FAX (AM 7874th PAGE ® f o"NoHfa" 94 NOT TO BE REPRODUCED IN WHOLE OR IN PART WLTHOUT THE WRf TEN PERMISSION Of LAWRENCE E BENNETT. P.E • /��r/� .r w�Nlfr� ll 11tAILII I&A \YF�! 1111 19. Design Check List fbf screen / vinyl Room wage -1 OT A) 1. Design Si dement IA These plans have baso designed in accordance with th7AkvWnn�up� 20 and ASCE by Lawrence E. Bennett and comply with the Florida Bulki7408. Table 8,2; Importance Factor 0.77; Exposure'B'MP MPH for 3 second wind gust velodly triad; open Design pressures can be tbum age 34: a.'B' exposure = PSF for Roofs a PSF for Wells b.'C' exposure = PSF for Roofs a PSF for W8112 Negative I.P.C. 0.00 For IC exposure design loads, multlpy'B' a gxmure loads by 1.4. 2. Host Str dee Adequacy Sdtannen : 1 certify that I have inspected the host structure a and it Is in good repair and a0chments made to the structure will be ao6dy, . Contr� ams ease print) Dete: Z4/0 (a contro dorSignature Note: Projection of room dram -host atructrue shall not exceed Mr. 3. Building Permit Application Package contains the ibllovAng: Yes/ No A. Pmjed name a address on plans .............................................. �✓ B. Site plan or aurvay with enclosure locetiorh..................................... C. Contractors / Designer's name, address. phone number, a signature on plans .... DAIddos of consumer rights attached and Initialed by consumer .................... EProposed project loyout drawing Q 1/8• or 1/10• scale with the fallow ft:.......... ✓ 1. Plan view with host structure area of ettec*rnent enclosure length, and ✓ projedlonfrom host structure ............................................... . 2. Front and side elevation vlews with all dimensions a heights .................. 3. Beam span, spacing. a size p.s. r x r x 0.072• x 0.224 .... ............. . 4. Upright height. spacing, a size pe. r x 8• x 0.07r x 0.2240) . �/ L Chair rall or girts size, length, a spacing Oe. r x r x 0.044• x S-0" ®"o.C.) �L 8. Knee braces larhgh location, a size p.s. r x W x 0.OW for r x 8• x 0A7r x 0.224• s.m.b.)............................................................. 4. Highlight detalls *am Aluminum Struc4uss Design Manual: Yes No A. Beam a purtin tables w/ sues, thickness, spacing. A spans / lengths. Indicate Section 3 tables used: ...................................... Beam allowable span converslons from 120 MPH wind zone, 'S' Exposure to MPH wind zone andlor'C Exposure for toad wklih Look up span on 120 MPH fable and apply the Mowing formula: Span / Height 0120 MPH :1 I r R"Wred Span a MPH (b or d) x. (b or d) x (b or d) = f Wind Zone MuMpkr' Exposure Multiplier • B. Upright tables w/ sizes, Ilddaess, spacing. a heights (Tables 3.21.3.2.2, or 3.2.3)........................................................................ Upright or wap member allowable height I span conversions from 120 MPH wind zone,'B' Exposure to MPH Wind zone andlor'C Exposure for Toad width Look up span on 120 MPH table and appy the following formula: Span / Height a 120 MPH Required span ® MPH -(bard) x (b ar d) x (b or d) m Wind Zone Multiplier • tExposure Multiplier • Appropriate narltip0erfrom pagee341. b`4 Design Check List for Screen / Vinyl Room (page 2 of 21 Yes No C. Tabs 3.3 wkh beam B upright eomt*mllan M appgoaUS .......................... D. Connection dgMb to be used such ae: 1. Beam to upright........................................................... . Z. Seem to waA............................................................... —Y 3. Beam to beam............................................................. 7 4. Chaff ran. pw". A mee bmm to beams & uprights ............. . S. E*uded WW com'..deck .............................. .... �! 8. "p, angles andbr solep....................................... E. Fomd don detedl type & sire................................................. . Nobs' b-7 Guide For Carports end Screen Glass S Vinyl Rooms (tie 1 of 1) 1. Cho* Urs bums" pareelt fbr the follow": yes No IL Approved dMwkW and addenchm 88 !! GPlat plan or aurvay .............. ................................ . �— .............. d. Moks of 0011-Imm the alle SPOOM &whW or shop WaWnp salad the OAS No appwrod Z. Chook Yes W Lr strirdsis for. ftucbrte"a Iet p. p *dM plan tOW as shown on the phone................. — .— o. b. Beam alms. span. earews (if........................ G. Pufn alms *R= &.................................................... d Up ekes. helptd. SPGft8 stlbddng screws Of rs4ulmdi ..................... — ftM .................................. e. Chair res sloes, d t. Kaes braoss eis proped�l brebdkd pf mquaad)............................ — Root panal abM lerglh g............................................ Ya No i. Cahsdr boarls r�hb � ss� m deok tor' . • a Argo bracket alas A Vidmass v .............:............... L Caned msnbar. ams 80 .... ... . Cared number, ams 8 epadrg of kAwws of anpls to do* and sole plebs ....... o. ONOugh to do* Ituoubrick purvere thea m ich a m and 90 Upriplrt Is anchored pavershrba camels .......................................................... 4. Check do lead hearts basin rrprl� • Yes No Rwdvw bracket, argie or mo@Mng do- al ams 8ltddabes .................... ar Number, ama8 apsft do-d- rl d beam bo reodver or reoelvar b host sbu bne b. o. Header to host abucl una or' I................................... -- .aftdnrrorrt d Root pmol ettadunetd bo reoelver or host abucbure .... ................... iarftiarrirg aannedlars. drsdt number. dm & tlidarees . a If endsbraclyda are used �.._ .............. ............................................ L Poet to boom ellednruinto to Blab.............................................. Yes No L Chsok root pond ayawrr tar: L RaMM beMCI reI angle or reodit dWMd ales & tiidatass .................... — of anchom iia rsoelver m o. avadu red eburirrre .......................... . d Roof panel atladmo d ba reodver ar bmm..................................... — Notes: a