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HomeMy WebLinkAbout222 Krider Rd (2),%JUL-6-, 906 08:27 FROM:SENEZ ALUIINUMI KLAN 14073230858 TO:4073309631 F'.& o(0- CITY OF" NFORD fgRMiT ArnJCATION Permit M • Dw� Job Addreaa: ocaa 7 Ller 1'�a . cSa 1"1 Sankyd d Deseriptioa of Work. J_bNial l suare_n f Qr n - sistorie Dil Uft Z OWF vapor of Wolk Ftwsit Type 801041 g 010oir41Moebaaial Pitanbw Fo+e S�pafaldadAW= roof Zkeaic d: Nt:w Sesviae — # of AJQ3 A"Godhisc anna Chmp of Sertrioe Tempt a try Tole MaehhoicaL Rnieaafti Nca-Reoaenm! Rqlaoalticait Naw (Dun La7m a U=VCafe, RogmmQ FltsmWW Naw Comlaertdal: 4 of FbIb res s of Wow & Saver brier`` a of Qas Liam PiaatbindNew Rssidra lal: A of orates Clow" Pttsmmul; Repair — Ries iderld d or Com Occupancy Typo^ Rcwlc tai (bmmertaal Itidtww Total Square reestagc Coaft,acdon Type 9 of Stories F er Ds+dung intitc Flood Z01M (FESU farm naaired for aser Lts-.o 7n Parxd1. VL1 •oSV Owners Name A Address: aaa Kr =VZ -7191-i (Attach PtroofofOwnership a LegalDeaMpiloo) Phone & Faz:w, 1 • '�.�t'� •.�(ol l`-1 !jL�( •r JSVi�t'.A�et Paaoa =?�3 . �a 1`f Booding Compeer. AJdras: Mortgage Lewder: Add+•as: ••• ARYiteeNEngiaeer. � Address: Fii: Application is hemby made to obtain a permit to do the work and iosolladom as indicated. I corti(y Nat no wort or installation has commeaced prior to the iscuanca of • permit and dwelt waft will tea pedbemad to mast standards of el laws rejttlating construction in thisiveadkilow. l undaataud dint a separate Permit must be secured for ELECTRICAL WORK. PLU..MBiNG, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, eta OWNER'S AFFIDAVIT: l eettilr that 111101`910 foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cansuuulon and toafnti. 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. LIOTICg: In oddidon w dw regWremem of e" permit, there may be additiamt retvirioms applicable to this pmperty chat may this --y, and share may be addiotwl Pemba M uired from odor povcmmcntal erditics wilt as water management dauicts.: is veriftgetion than I will.motiy the of Noary-stato of the repui;di'44efFlorida Lien ion of In ibt: public retords of cies, or federal sgsmcies ,-+ NN Malice R Mnale)r V "V� MIK1011p R QymedAgcnt is ; Pe :1 M -M Ct s DD101166 C. tra/A;rnt is pe -,P., Krnw- to e ' yly � 7_ Proauo ed t El�l►Muy pp. 2007 ��cced ID �101461f (r�7 , t� Expires Jay 08, 2007 APPLICATION APPROVE!) 9Y: Bldg ) ja/C��� ��,KlitiuQ nta: F (Imtti Date l A aw) (initial A: Dare) (lnitial & Date) agtcisi Coniiitous: May 04 06 08:59a Ed benez Hluminum idtfb'r'f�uutlu POWER OF ATTORNEY Date: JL"W`e LQC P I hereby name and appoint 'MwA '-le ( L1 X ! Of�1 �°�nP� �41�m �r� 5 to be my lawful attorney In fact to act for int and apply to the Building Departltunt for a For work to be performed at a location described as: Section 'township Range Lot Subdivision '3�a vm d C ,1 �A . Sa �� permit (Owner of Property and Address) and to sign my name and do all things necessary to this appointment. d e'L. % Dd 5944 0 4 Type or prjat4Wp ojRejwzVr�rfi6iVq&nu=tor and Contractor's License Numbor Signature OY'RegMer dykA=ULea %AMU coor ��rr ,,,, The foregoing instrumottt w ac wlcdged before rite this day of of20l(U ByQ� Who is personally known to me/who produced As identification and who did not take oath. State of Fl ' County of Nft Public. Orange -, N Mefleft R OB* WIN• My Commlasbn DD191455 a w� Expires July 05, 2007 Seal Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=0720315 I OOBB003 BO... 7/5/2006 DAVID JOHNSON, C>=A, ASA PROPERTY u N N_R FA APPRAISER F1 .e RWIF,hn SEMINOLE COUNTY FL V FJ FIG 1; 16 1101E. FIRST 57 BLDG AA w SANFORD, FL 32771-14A68 BLDG BB �y 407-565-7506 KRfDl;R RD ' 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 07-20-31-510-OBBO-03BO Number of Buildings: 1 Owner: SIGLER MARY A Depreciated Bldg Value: $126,080 Mailing Address: 222 KRIDER RD Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $0 Property Address: 222 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): $54,490 Exemptions: 00 -HOMESTEAD Exempt Value: $25,500 Dor: 04 -CONDOMINIUM Taxable Value: $28,990 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $919 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $422 WARRANTY DEED 02/1995 02885 0891 $40,000 Improved Yes Save Our Homes (SOH) Savings: $497 WARRANTY DEED 01/1976 01100 1972 $26,000 Improved Yes 2005 Taxable Value: $27,403 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND Land Assess Frontage Depth Land Unit Land PLATS Pick_ Method Units Price Value LEG UNIT 3B 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. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=0720315 I OOBB003 BO... 7/5/2006 1_O'Y' S 1- CASTILLE . TOW NHO ME S CONDOMINIUM LOT S, Cream — W►s-f 51. lO Faa. �auo-, Art De Lela v ',, p, Auv O, fuo Tua wafT 2\,DT FuT 0- —1 IO, D.Ocr C. ¢at.rfT Os-�fuoiJ Uv�Tf 1 4.ao 2 A♦ Cico¢aaD \u R✓, tDoo.c \'l, P-.gaf 11 Auo \Z-Pufrtc ¢icoasf Oc 9a..�voJ CoY.nv, Froa..e., Tfagi-n,ac WET A Uou iac W9Wi Eff iMiU+ Fea- ,ugaaff •ue in\— OJK Tui IZ— O FaaT Oi a Ween its. so Farr Oe LOT 7 ♦uO p Uova.e rufWa EffauiuT cos. \ugaasf Aue Eq OJia �.. Ef err 10.2 tial Oc W.K 12.0', FaaT O. 'S.,o LeT 10 Au. 7uauK+ Tb O Uowaarw Wa Ga.fiYauT F \uga.w pue lgswf \u FWa. Or 4io�o�u,Yq'�.R-,-� O,uuaaf OJsc . E -v T F �.Hwe Aue cqa� F4Joc Ov s uq q,orw_t� Ovue.ef OJ.e 14a G+fT \ i.'r Oc -iLe ww�au.e•\ c e -.e LOT Io, ¢.rr.T . of oa.a w\.� L swuz As ¢.aoaaio \., v...T Peet .T, Y.q►e FI AYO 12, Ltui �u�a.'c• 5 80- 5171 22' i i 2DS.DT COYC. CL-- Vd— 1.. �QrDE�4s•y4LT P cYi CIS• tZ/'�t"iUT PLANS REViEWED CITY OF SANFORD CERTIFICATE OF CLERK I HEREBY CERTIFY, That I h-, awmlMd the IorHOMy plot end rine that .I camp lilts m form . th all Ih, nRclra mant, of Choplar 71 339, Florida St atua�a foe,d tea 11Nd'l-ot—r.—d an data � 7` at�- �r'r'illa Ro.oi,wb sur. rt0 b CIa al 1%. Orcuit 10.11 / in ane ter Saminale County, Fla. Cu¢Ilr =)&-ria. 09140WA-I9 Tum COy1T,TUTa L\NIT/O COMMOU EL.MiuTf Ata Li'fTFYO CTD E. AOftZTMaert'S —J,"aYCLUD\Ji U1i OF TNa u6 iZ.fol Uf DiLT� GaG fuq L D40.00"I 11-20,0W M&.O'T 1 on.z9' (beta. CTWa T) \WGuA"t fta 1S nq LLDWa: a I %ao. w I av tvAs• x.4'1 • 4'I. t4 d T:i—je JAv AavtfcT "Tml 1 rj II el Da\Jaw.Y 'C' �I p 1 I -0A D IS A,S C. � V I I MICAIs ^ E I... p T \D -JVtJ— Oc T1Ai LfuO Auo Qt--i- C04C. I f 7 yq I I J j� / 1 n i o.T• j I D.T • f I b0Ut,v= COuwJ ' FLotclow. 1U OFC1d:\AL 5 ¢s cove le— 10q .. -P1q m io . P¢ota,e Tv L.--1sa.rr C I I Tuan caOM TUi Ioa..rr\G\C►T,Ou, LOc�T1Cfl., al DlMauf\o u7 Auo 5\ia a Tui i'.oMMOM GZiw�aun 1 tt C Iu; C OOaA\U \YM. L ' PL F TV -67.C E'l.y. I• ft � Is U +SIR I -F 3b 4-D I; -p 4-&t 6-a I -1-0 + iii I I ; 6.A= I &-'o I I A 941 l /e- //-d /z -/f< I I I TY I I I �A ruI 4. J 4 20. I Y I I lag' r I I o `�� I � r q - I •• C04C.IJ1V1leV O' rk itT I P I L07 (v d I LO -t' H poi ' I 77j IFI 0 J a.s• o.n..yLa� Y Y 2 d I cum O 5�nfy�rl._ _I , 'fn• �QrDE�4s•y4LT P cYi CIS• tZ/'�t"iUT PLANS REViEWED CITY OF SANFORD CERTIFICATE OF CLERK I HEREBY CERTIFY, That I h-, awmlMd the IorHOMy plot end rine that .I camp lilts m form . th all Ih, nRclra mant, of Choplar 71 339, Florida St atua�a foe,d tea 11Nd'l-ot—r.—d an data � 7` at�- �r'r'illa Ro.oi,wb sur. rt0 b CIa al 1%. Orcuit 10.11 / in ane ter Saminale County, Fla. PLAT BOOK �d PAGE �T SHEET NO.1 OF 2 �• Cu¢Ilr =)&-ria. 09140WA-I9 Tum COy1T,TUTa L\NIT/O COMMOU EL.MiuTf Ata Li'fTFYO CTD E. 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CTWa T) \WGuA"t fta 1S nq LLDWa: F I 0 T:i—je JAv AavtfcT "Tml 6• rj II C I Auo t p 1 I LO„ tJ 1 d D IS A,S C. � V I I _ E I... p T \D -JVtJ— Oc T1Ai LfuO Auo Qt--i- I I I Tu\� SutJw of Tua Luo fuo, pts u\c 'F-,— R►u oc Tui IM•tWi- MirJTe GOUYT ITu-rluq CAITILLi7DWUNOM.'a O Couvcfr„u,l,M♦ 1� E%u\�1T •'0' OF T\.11 �aGLst.nTlOu Oc CO,JvoM1u1UM Oc C�fTtL I I J I I Towuwouli r—•oo.4,u,tJn,n Wu\Cu to A10T@ I' tscota.n a.u0uq Tu! -pl1n LIC ZwcxiwvD' OF f I b0Ut,v= COuwJ ' FLotclow. 1U OFC1d:\AL 5 ¢s cove le— 10q .. -P1q m io . � Is C.4T,F,C4.R'ti O'CL ILuow ALL MaaJ 8v -- W F I Tua Uuoa¢s\quw, 15til & ¢aG,YTaaao Lfuo 7 � I SutJLYOC Al1TU0aILaV Tb PRRLCT1Ca tU TLIi I o p 1 I LO„ tJ 1 d u � V I I S 0 I I I Tu\� SutJw of Tua Luo fuo, pts u\c F I I J I I C�rT,t_L,� Tby,uuo,,i.r -Dec A10T@ I' Cbutaou eta Ao tAT\Ou OC r�.oD IYM Asa A CGRnL�CT ?I ¢.a9tabauTeTou OF Tr\a IMP¢•oJaMauTs VG- P¢ota,e Tv L.--1sa.rr C I � Tuan caOM TUi Ioa..rr\G\C►T,Ou, LOc�T1Cfl., al DlMauf\o u7 Auo 5\ia a Tui i'.oMMOM GZiw�aun I Iu; C OOaA\U \YM. 1 �tleiTwiaW ¢N Lwi � L� C'.oucbaiTry Q e It <F Ian PLDs.- ='—u ELiJ. 7N PLfu Vista. TI•,6�L bu,Le,uq riLa.Irrl•rs (ELtNan.ouf n.aae OY V.1. C.<Q. S. V►Tuf,) C.4T,F,C4.R'ti O'CL ILuow ALL MaaJ 8v -- 4--7V— Tua Uuoa¢s\quw, 15til & ¢aG,YTaaao Lfuo SutJLYOC Al1TU0aILaV Tb PRRLCT1Ca tU TLIi �-rAT1 oc F,A¢IpA�'Done 4letxsw CaeT\cv Tu 1T Tua [•DU pT¢U CT,Ou OG TYa Ti.R�aLJa M1J7 DafCalasac \� 5JCC1 C\aUTLY Corw�tsTa bTL►T Tu\� SutJw of Tua Luo fuo, pts u\c oabG¢ITr'\Ou OF Toa IMPQC�a MaUTi \u WU\6u Uu\T7 a¢a Lo CATa4 1wlDPLSr' RAN Oc C�rT,t_L,� Tby,uuo,,i.r -Dec A10T@ 4ck cot a TogaTuas wlTu Tua wo¢v\uq oc Tua �aGLs- Cbutaou eta Ao tAT\Ou OC r�.oD IYM Asa A CGRnL�CT Au. h- WI—l. TGi ¢.a9tabauTeTou OF Tr\a IMP¢•oJaMauTs VG- P¢ota,e Tv L.--1sa.rr >G¢\�aV Auo THaQ-6 C.l,u �a a�'t.t:M\u�0 N— LIoT CUILDIUgf,O¢ Tuan caOM TUi Ioa..rr\G\C►T,Ou, LOc�T1Cfl., LIY�TiO �rtuoY Eua.Ia.rta. DlMauf\o u7 Auo 5\ia a Tui i'.oMMOM GZiw�aun L\MITaO Owe uoY E,aMauTs fUo OO afcaa 1.1W 1T Iu; C OOaA\U \YM. ft � 22.71(rider Rd Sanford, FL Ed Senez Aluminum 720 N. Volusia Ave Orange City, FL layout: M.W.S. (6/27106) 00 91 T (2x2) Edge Beam 16" Block Wall w 4'6'x 12'6" Screen Room 1/4" = 2' U Build R Screen to Inside • U • Existing 16" Kneewell with Hendren • IULO 3' Pro -Pan Roof T 13'6" Top View lL w t 78" Ma(erlals Bronze 1x2-3@24' 2x2-3@24' 18/14 -Screen U O 0 W 0 UM W Z W H 09. LLM i0 �a (2x2) Edge Beam 16" Block Wall w 4'6'x 12'6" Screen Room 1/4" = 2' U Build R Screen to Inside • U • Existing 16" Kneewell with Hendren • IULO 3' Pro -Pan Roof T 13'6" Top View lL w t 78" Ma(erlals Bronze 1x2-3@24' 2x2-3@24' 18/14 -Screen U O 0 W 0 UM W Z W H 09. LLM i0 I SCREEN, ACRYLIC S VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 30.1A) 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 SCALE: N.T.S. PLANS REV Itw cu CITY OF SANFORD Lawrence E. Bennett, P.E. FL # 16644 awLemmm.oe uo�ffm eurwr IMOi ® corraoNree< erwmrourWvmro+MMMCFua eeaWff P -L 3A-1 SECTION SA SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1 Z) MAX / E 1=1 1,xr Jit W, MIN. 3.1r' SLAB ON GRADE ,SES OR RAISED FOOTING OR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL. ROOM PAGE 3A 37, 38,39) Wl SOLID ROOF TVP. FRONT VIEW FRAMING (FIEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1' x r PLATE TO BOTTOM OF WALL BEAM) ILW LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION 'P/Z' a FASCIA AUMWED SIZE BEAM AND UPRIGHTS (SEE SECTION T FOR DETAILS) (SEE TABLES) O ' o.H. yF a SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIER LW' LOAD WIDTH 'P' VARIES NOTES: 1.. ANCHOR 1' x r OPEN BACK EXTRUSION W/ 114' x1/4' CONCRETE FASTENER MAX. OF 2!-0' O.C. AND W/ W 8' EACH SIDE OF UPRIGHT ANCHOR 1' x r TO WOOD WAIL Wl #10 x Mir S.M.S. Wl WASHERS OR #lWx 241r WASHER HEADED SCREW r4r O.C» ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CUPS AND (2) #8 SCREWS Wl WASHERS ! EACH POINT OF CONNECTION. Z. SELECT FRONTWALL SEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P12 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 9A:1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERBK 00 425 130 140 160 88 #10 #12 012 TYPICAL.SCREEN ROOM SCALE: 9118' s 110 Lawmwm E. gen66" PLANS REVIEWED im CITY OF SANFORD PA�B���O�g11N� �R�1 M� 0 OOPY mww" 3A-2 110�7vae NwHasaeawwT%Wni.=TMawwrMo LJWWMLBB NfflT.PB SECTION 3A EDGE BEAM 1- x r OPEN SACK ATTACHED TO FRONT POST Wl #10 x 144 S.M.S. MAX. r FROM EACH END OF POST AND 24.O.C. FRONT WALLGIRT SCREEN. ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: "2) #10 x I m S.M.S. HROUGH SPLINE GROOVES 'IDE WALL HEADER 17TACHED TO 1' x r OPEN WCK WI MIN. (2) #10 x 144 Q.M.S. 1' x r OPEN BACK ATTACHED . TO FRONT POST W! #10 x 1 -Ur S.M.S. MAX. 0• FROM EACH END OF POST AND 24' O.C. In MIN. IDE WALL GIRT ATTACHED T 'x r OPEN BACK Wl MIN. (3) 10 x 1-11r S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE WI 1!4' x 2414' CONCRETE I MASONRY ASS M e' FROM EACH POST AND 24' O.C. MAX. AND WALLS MIN. 1' FROM EDGE OF CONCRETE ICAL 8s ALTERNATE CORNER DET SCAM Lw ence E. Bennett, P.E. FL# W" PLANS REVIEWED CITY OF SAHFORD mmomm pow -an PArY�t Rpt P 0 mmmwsm 3A$ ��eswwHasoRo�w+rRwm+ov�n+ewwRe++ofu►wne+cse.e�r.PE SCREEN ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: (4)1/4' XV LAG BOLTS W/ 1-1/4' FENDER WASHERS PER V -r PANEL: ACROR THE FRONT AND 24.O.C. ALONG SIDES rxrORrxrHOLLOW SECTION 3A RISER PANELS ATTACHED CHAPTER 7 HEADER ATTACHED TO POST WI MIN. (3) #10 x 14R' S.M.S. IN SCREW BOSSES GIRT AND KICK PLATE r x r HOLIAW RAIL rx2o,rx38ORrx2l ' HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1Ir S.M.S. IN SCREW BOSSES POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1 1/r S.M.S. IN SCREW BOSSES TYPICAL UPRIGH�Tl) SCALE: 34 a 1 V x r OPEN BACK BOTTOM RAIL 1/4' x 244 MASONRY ANCHOR ® W FROM EACH POST AND 24' O.C. (MAX.) PLANS REVIEWED CITY OF SANFORD Lawrence E. Bennett P.E. FL # 16644 o,,, mwmw.wmmm rr=mm wr PAreoDTaomm P(o� Rufl+ Ma IM75NM ma 0 WrTo w N N YrFlOtB Olt M WutTylflillOUT7HE W W17Br PH�IWIOM Of I/WY E. BHYZ1T. PE 'T SECTION SA ALTERNATE CONNECTION DETAIL 1' x r WITH (3) 010 x 1-1R SJA& SCREW BOSS (2) #10 x 111Z' KrO SCREW BOSS ANCHOR 1' x r RLATE TO CONCRETE Wl'114' x 2.117 CONCRETE ANCHORS WRHIN r OF EACH SIDE OF EACH POST AND 24' O -C. MAX. MIN. 3-11r SLAB 2500 PSI . CONC. 8 x 9 -10 x 10 W W.M. OR FIBER MESH VAPOR BARRIER UNDER pwl%� SCREEN, ACRYLIC S VINYL ROOMS ANCHOR 1' x r CHANNEL TO CONCRETE WITH 1l4' x 2414'CONCRETE ANCHORS WITHIN r OF EACH SIDE OF EACH POST AT 24' O.C. MAX. OR THROUGH ANGLE AT 24.O.C. MAX. MIN. 9-1/2' SLAB 2500 PSI CONC. Gob -101c10 W W.M. OR FIBER MESH BEAM / HEADER ANGLE CUPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) 00 x 1 IM S.M.S. INTO SCREW BOSS 1' x r EXTRUSION 1-1/r MIN. IN CONCRETE HEADER BEAM (4) #10 x 11x' S.M.S. EACH SIDE OF POST MIAR OR GUSSET PLATE rxrORrx3'ORrSALS. POST MIN. (4) #10 x 1/2' S.M.S. 0 EACH POST 1' x r EXTRUSION 144 MIN. IN CONCRETE SCALE 3' = T -W PLANS REVIEWED L mmnoo E. Sennell, P.E. FL # 16644 CITY OF SANFORD Pm EI�I a R 1 �wc allo� &A-4 wrr� os m %vm e w v wm+our wwnai v + aF g a r�• P�. SECTION 3A UNIFORM LOAD SCREEN, ACRYLIC & VINYL ROOMS SINGLE SPAN CANTILEVER UNIFORM IS= 2S_ UNIFORM LOAD B i OR SINGLE UNIFORM LOAD mmmmmmmmmmmmmmmmmmmmmmmm UNIFORM LOAD 3 SPAN A B C I) t 4 SPAN NOTES: �) t aw IongIh a - Ov tmv 2) AD opwo ldted.ln the Ubho we for equally spaced dbWms between supporta or endlar POW 3) Holbw eodr ebm shall not be Wked. dM be ice• 4) span beams shop only be gtced at tand he q=W p*ft e0bw SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.TrS. Lawrence E. Bennett, P.E. FL# lW4 PLANS REVIEWED a fil; . ww+or�oosew.nwr CITY OF SANFORD p.m soocs+4 � �Do+► �+ . iwc•p�gra�eee t� m ca�+neaiRs� 3A,8 Kano NWFI=WtpjMRfWnM01fr11NWWff= CrtV+c�eeewErr.PP. UNIFORM LOAD 3 SPAN A B C I) t 4 SPAN NOTES: �) t aw IongIh a - Ov tmv 2) AD opwo ldted.ln the Ubho we for equally spaced dbWms between supporta or endlar POW 3) Holbw eodr ebm shall not be Wked. dM be ice• 4) span beams shop only be gtced at tand he q=W p*ft e0bw SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.TrS. Lawrence E. Bennett, P.E. FL# lW4 PLANS REVIEWED a fil; . ww+or�oosew.nwr CITY OF SANFORD p.m soocs+4 � �Do+► �+ . iwc•p�gra�eee t� m ca�+neaiRs� 3A,8 Kano NWFI=WtpjMRfWnM01fr11NWWff= CrtV+c�eeewErr.PP. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.1420 F &la nEdP M - Hdlow Extrusions or VW Roons For 3 second wind gust at 120 MPM vdbdbl. using dgoign toed of 13 01SF (43 NSF for LWL Conbtrnrer) WIM (+x411 a s 8pno 13 8PR 14 span WIM X11 a: %m 1 3 ftm 1 4 Span wmm Who asaWl 3 span 1 400 aZsysnl 38W 1 4%m mai" d law bnros. Add hodmnW dMmw bom updpht m enter of bn b barn 1. Abm�dDnotn lall I �fknm� ow..do b go e�bore Wm 2 Spann meti be kbgmb" PLANS REVIEWED CITY OF SANFORD Lawrence E. Bennett, P.E. FL # 16644 era. eras++- a�eoPrso+roo�..rMrr P.0.0DOI =4M @CUM DA4FLUM PVC �7ar�a ® X7 u�u.wa,c.uw aaaa�r.Pa. 3A-11 WrToa W mWQRwKffWr iolfrTl�wRIREu 0550 KLA o©MvNIZA �mm [ILZA�j�� r-rZ'1`��T' M �_S,.r�u� `LW■ 'i�,Li.iJ r� fij"--r. u�lw EL�7 [ 7 G 7 K- u UZIr r*14 WLliu 1'7 1iT "�l Ir t,.. .r 7 IE 'OL..:.w �y�] �[� fydf] gli-�J L- �-�-.I-ZT r.-•� �_�L���:�-+`�`•"r,��y�����`_r�Cu, r r r, - rCu, A3�����7 s.ys+ I.31 ILL �ilr � �V 1 A7 Lai�{r''ri 73 UAW� ELL, A , Gr �t r;71 ii iti � "inK L a7 .i"i T >�� I � F�;�] : i • El};LW s- it ElrdAl t,`. 7 i M: �iDt7 ���7 A.� - •,- , K �J Cii7 (�: i] [i7 [}ijY] &!� ,W LiA], 1 r 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 0.063n THICK STRAP ch 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 • (TYPICAL) CK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" =1'-0" 4" MIN. (2) #5 BAR CONT. (1) #5 BAR CONT. j a -r 2'-0" MIN. 3-1/2 (TYP. ` *� e• BEFORE SLOPE ALL SLABS) N e —,.r 00 yy . • g" 12" TYPE 1 TYPE 11 TYPE 111 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 Fiberrnesh MD) per maufacturers specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type 11 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 II, footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4" =1'-0' Lawrence E. Bennett, P.E. FL # 16644 PLANS REVIEWED CM&MINEER- DEVELOPMENT CON=TANTWCITY OF SANFORD P.O. BOX 214308, SOUTH DAYTO� FL 92121 TELEPHONE: (388) 7874774 FAX: (388) 7878500 PAGE ® COPYRKiHT 2004 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. SENNETT, P.E. ED SENEZ ALUMINUM SPECIALIST SOLID ROOF PANEL PRODUCTS INDUSTRY STANDARD ROOF PANELS WIDE x V 12.00' 12" WIDE x 3" RISER INTERLOCKING ROOF PANEL SCALE: 3' =1'-0' SECTION 7 N w [T 12.00' CLEATED ROOF PANEL SELECT PANEL DEPTH FROM SCALE: 3' =1'-0'ALUMINUM SKIN TABLES F,---E.P.S. CORE P I r- ui SIDE CONNECTIONS VARY ui (DO NOT AFFECT SPANS) 48.00' COMPOSITE ROOF PANEL [INDUSTRY STANDARD] SCALE: r =1'4r glos ?,EV 04 CIly OF SA�FOR Lawrence E. Bennett, P.E. FL # 16644 CM D OWEEIV - DEV6 OP W CDNN31KTANT P.O. BW( 214M SOUTH DAYTON]` M MM TELEPHONE: P" W -W4 FAX (3W TS/4= PAGE ® COPYRIOIiil004 NOT Tom REPRODUCED W WHOLE OR IN PART WITHOUT THE WRRTEN PERMISSION OF LAWRENCE E BENNETf. P.E. 74 o' ,7 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) w� a a o ROOF PANEL #10 x 3/4" S.M.S. @ 12" O.C. LJ #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"= I-0` FOR MASONRY USE 1/4' x 1-1/4" MASONRY SICHOR 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 VL414s REV'E ®tD CM . DEMOPMENTOO�TANT Clly Of S&M P.O. BOX 2143M SOUT17 DAYTON/` FL 92127 TELEPHONE. (3W 787.4774 ' FAY: M7117-011111 PAGE ® CORNiHi2004 7-2 NOPYT TO BE REPRODUCED IN WHOLE OR IN PART WRHOUr THE WRITTEN PERMISSION OF LAWRENCE E. BENNETr, P.E ID SENF7 Al I A glhll IgA CDCrlAI Ic�r SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS RIDGE CAP #8 x 9H8" TEK SCREWS 0' 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 ALTERNATE CONNECTION: #8 x 1-1140 SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER WHEN FASTENING PANELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1" CAULK ALL EXPOSED SCREW HEADS & WASHERS SECTION 7 ROOF PANEL TO BEAM DETAIL SCALE: 3"= 11-V PAN OR COMPOSITE ROOF PANEL #8 x 112" S.M.S. (3) PER PAN ALONG PAN BOTTOM FOR PAN ROOFS: (3) EACH #8 x 1R" LONG S.M.S. PER 12" PANEL W/ 314" ALUMINUM PAN WASHER FOR COMPOSITE ROOFS: �_ ROOF PANEL #10 x- (t + 112") S.M.S. W/ (PER TABLES SECTION i 1-11400 FENDER WASHERS SUPPORTING BEAM 12" O.C. (LENGTH = (PER TABLES) PANEL THICKNESS + 1 ") ROOF BEARING ELEMENT (SHOWN) AND 24" O.C. 0 NON-BEARING ELEMENT (SIDE WALLS) (RjOOFP;ANEL-TO13EAMF!PASTENING-DE.. AIL SCALE: 3' PLANS REVIEWED Lawrence E. Bennett,, P.E. FL # 16644 CITY OF SANFORD Wx ENMMM.DEV9.OPAINrCONSULTAN7 P.O. BOX 043M SOUTH DAYMNA, FL X"21 FAX (M 781.8668 PAGE ® cor ="WITHOUT Th I 7-21 NOT TO BE RFPRO=:W W WHOLE OR W PART E wRTTTTe+ PERMd8810N of uwRo+cE E BENNETT, P E EDENEZAWMINUM SPECfAW BREAK PAN HEADER (BREAK- FORMED OR EXT.) FORMED HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION v:: ROOF PANEL TO BEAM DETAIL SCALE: 3"= 11-V PAN OR COMPOSITE ROOF PANEL #8 x 112" S.M.S. (3) PER PAN ALONG PAN BOTTOM FOR PAN ROOFS: (3) EACH #8 x 1R" LONG S.M.S. PER 12" PANEL W/ 314" ALUMINUM PAN WASHER FOR COMPOSITE ROOFS: �_ ROOF PANEL #10 x- (t + 112") S.M.S. W/ (PER TABLES SECTION i 1-11400 FENDER WASHERS SUPPORTING BEAM 12" O.C. (LENGTH = (PER TABLES) PANEL THICKNESS + 1 ") ROOF BEARING ELEMENT (SHOWN) AND 24" O.C. 0 NON-BEARING ELEMENT (SIDE WALLS) (RjOOFP;ANEL-TO13EAMF!PASTENING-DE.. AIL SCALE: 3' PLANS REVIEWED Lawrence E. Bennett,, P.E. FL # 16644 CITY OF SANFORD Wx ENMMM.DEV9.OPAINrCONSULTAN7 P.O. BOX 043M SOUTH DAYMNA, FL X"21 FAX (M 781.8668 PAGE ® cor ="WITHOUT Th I 7-21 NOT TO BE RFPRO=:W W WHOLE OR W PART E wRTTTTe+ PERMd8810N of uwRo+cE E BENNETT, P E EDENEZAWMINUM SPECfAW SOLID ROOF PANEL PRODUCTS I SECTION 7 #8 x 1/2" CORROSION RESISTIVE WASHER HEADED 0.024" ALUMINOM COVER PAN SCREWS @ 24" O.C. OR CONTINUOUS ALUMINUM ALTERNATE #8 x 1/2" S.M.S. SHEET W/ 1/2" 0 WASHER. r................. ........... (:TYPICAL INSU:=V-0:*'�') A 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 & 1.20 FOR H-14 OR H-25 METAL. PLAws REVIEWED . CITY OF SALFORD Lawrence E. Bennett, P.E. FL # 16644 CML ENQINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 92121 TELEPHONE: (988) 76T-4TT4 FAX (988) 76TH PAGE ® COPYRKW 2W NOT TO SE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE I- RENNET f. P.E 7'2 ED'SENF7eIIIMINI1URPWIM IRT C SOLID ROOF PANEL PRODUCTS I SECTION 7 Table 7.1.3 Allowitble Spans for Industry Standard Meer Panels for Various Loads Aluminum Alloy 3105 H-14 or H-25 3' x 12' x 0.024.2 or 6 Rib Rlssr Wind R"lon Open Sbvclaree loped RAW 132 3 4 span span span Screen Rooms 3 Mdched Covers 132 4 s span span Glass 3 Modider Enclosed 132 3 span span RACHIS 4 span Over11an0 / CaMINwr All Rayb 100 M 14'-6• 1T-10' 18',2" 1W-• ir-W Ir -r 11'-1• 14'-2" W -r 4'-0• IV -10' 3'-119 1T-10" 18'x" 1r -r 1G r 18'-11" ia4• 13'x' 13'-T I 3'-11" 120 13' 9" Irw 1Tr 111-• 14=11• 1S-" 0'40• -17-r 174l" I 3'4r 123 15-0• 18'-1• 18'$ 1 14'4• 14'-11" 0'-8• 174" 1748" I 3W 130 MPH 12'-r IV -r 16=116 -1" 14!-r 14'$ W -V 11'$" 11'-0' 3'-8" 140 MPH 1a-0• 12W 17-r 10'-0" 17.4• 17 r 8'-1a' I10'-11• 11' 2'1 3W 160 MPH 1a-0" 1r • 17 r 1a-0• 17.4" I 17-T 8'-" 1ar Mr I 3'-2" Y x 12' x CAW 2 Cr 6 Rib Rker Panels Wind Open 81rudwes RAC( 132 3 4 span open epos Game Rooms 3AtlachedCovers 132 1 3 4 span span span Glass 3 Modular Rooms Enclosed 132 3 4 span seen open Overhang CaMUswr All Roofs 100 MPH IW -r 10'.9• 19'-" 14'-• 1W-• 10'-1• 17-V` 16'-4• 16'-r 4%V 110 MPH IV -10' 19'-9• 19'4• 17-r 1r -r 18'-0" 11',2• 14'$ 14'-" W -V 120 MPH 14'-9" 1W4r 19=1" 13=1• 18'4" 18'-0" 1W -r 13W 13'4" 4'-0" 123 MPH 14-1" 18'-' 18'r 17-10• 1F^-10' 18'x• 10F • 13'x• 13=r 3'-11• 130 MPH 13-r 18'-10" 1T -r 17-W 15-4" 16=r 1a-1• 1710' 13'-1• 3-10• 140 MPHI WIVI 13'4' I W -r I IWAVI 13'-4• ITT 9'r 11'-10• 12W 3':r 10 MPH 10'-17 .13' 1• 13'-8• 1x10• 13'-4•13W 16-11• 8'-1• 11'3• 11'-8• W -V r x 12' x OAA 2 or 5 Rib Rb or Panels Wind Reglon Open Slrudures Maw -81 Rod 132 3 1 4 open span span Sarson Rooms 3 Aaached Covers 132 3 4 span span span Glees 3 Module Roans Enclosed 132 1 3 4 span span spen 5ver9an0 l Cantilever A0 Rayls 100 MPH 18'-7 2r4" 27-11• 1r4r 21'-10" 22'-" 14'$ 18'-" 18'-10' 4'-0' 110 MPH 18'4" - 2r4• 27-11• 15-119 2a -T - 21'-W 13'-r 1r -r 1r-11• 4'-0' 120 NPHI 1r4" 21'-10' 27.3" 159• 19'4" 21Y-1" 17-0" 15-0• I 18-10 4'-0" 123 MPH 18'-V` 2117 21'4" 15-0" IW -r W'4" 1r -r 154" 16-10" 4'-0" 130 MPH 15-110 2a-1" 2a4" 14'-8" 18'-" 18-10' 1114• 14-11" 15-" 4'-0" 140 MPH 174• 1 15 r 1 16-11" 17.8" 15 r 15-11" 111-2• 14'-4" 14-r 4'-0" tGo MPH 1r -r I 15 r I 15-11• 17.8" i6 -T 16-11• 1a4• 13'4" 13-11• wo:j — - : Total rod panel width - room wkhh + WON wldtb + 0VWhWQ- Pl.ANS ,EvpEWED COTY OF SANFORD Lawrence E. Bennett, P.E. FL # 16644 CM9V6WAM-DEVEUW%fWffC0N lxrANr P.O. BOD( 214400. SOUTM DAYTOK% FL 32121 Taff"ONE: W707-4774 FAX Beef 75740B PAGE ® COPYRMW 7004 .f NOT TO BE REPRODUCED IN MOLE OR IN PART W1 HOUTTHE WRITTEN PERMISSION OF IAVW MCE E SENNM. RE 7-29 ED SENEZ ALUMINUM SPECIALIST FASTENERS SECTION 9 CANCHOR CRETE T -BOLT EXPANSION DRIVE NAIL SPIKEREW BOLT CONCRETE AND M NRY ANCHORS 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 Pa ANN P fV iEWED CITY OF SAHFORD Lawrence E. Bennett, P.E. FL # 16644 GIVER ogow-afivau AEuf.C'OMA.TAW P.O. BOD(ZU'00. OOLI H DAYTONf► R S1 TROMOM rtWM 7f4 FAX (W M-0660 PAGE 94 NOT TO LE REPRODUC® N WHOLE OR N PART WMIOUT THE WRn M PERMBSKM OF LAWRENCE E 0@NE7T. P E ....�r� aI I It AI►II ItA CVFMAI IST I. Dselgn 8blon vent W V I Thus plena have been designed In accordance wNh the Alums Manuel.by uwmw m E. Bennett end oompy wllh the Florida Wiling 20 end ASCE 7.88. Table 8,2; impo tmm Factor 0.77: Exposure V or'C • 120 MP �APH for 3 second wind gust vob* bed: Open Design p can be 3.11: a. V sxpoeure = ___"F for Roofs a _PSF for Wells b. -V expoeurs = PSF for Roofs & _._.ASF for Wells Negative I.P.C. 0.00 For 'C exposure design bide, narll* T exposure foods by 1A. 2. Most Structos Audattrrer'.y StaUmenC 1 mfy that 1 have Inspected the host *Uckre and N Is In good repair and aibedvnents made lo the sbnxbure wiq ba eomi.CIO= . 0� No ProJeu>71on of room *om.host sbucfuro dwN not exceed 18'. corrdukre the 4pdLFAmdnmv Yes No a. Brrlkt ng PermB Agrlkz lion MGM% a . A.Pr*d now a address on plans .............................................. > 1 B. Sibs plan or survey WO enclosure location ...................................... C. Contractor's / Designers name. oddness. phone murder, a eignaiure on plan ...: DA10dom of ooneww Rhus atlohed and Initialed by corwtaW ..................... _,/ EProposed project layout drawbrg 01/8' or 1M0' scale wNh the iota *II :.......... ✓ 1. Plan view wNh hoot *Udwe area of sitetftw% errcbsure length, and projection*om hod Wudure............................................. Z Frond and side dwdion views wNh all dirnensions a h9V is .................. 3. Bsam span, span tg. a ems 0.e. r x r x 0.077 x 0.224' ..................... 4. UpftM h*K gpeft, a oma (Le. r x 8' x OAM x 0224' .................. ✓ / -- a. Chair roll or gft sma, lenglh. a Wwft p.•. r x 2x OAA x V'W 0"O.C.) �G • Knee braces length, btmtion, 3 sora 0.9. r x 3' x 0.046' for r x 8' x OZW x 022 s.m.b.)............................................................. 4. High%M details *vIn Aluminon Structures Design MOnual: Y4 / No A. Beam a ptalbn Was wv sixes. thidurress. gmdng. a Spans / lams. uxkdD ✓✓/ Section 3 tables used, ...................................... Beam dowabla span convwWons iron 120 MPH wind one, V Exposure to ___JAsH wind zone ardor -0 MWoerre for bad WkNh Look up span on 120 MPH table and appy the fotiowlnp tomntia: ulnad SWMPH Span I Height 0120 MPH: r � (b or d) x. (b or d) x (b or d) = t Wind Zona MuNpUer ` ____J �-- L Updght tables wi sores, tildoresa, spadng, a heights (Tables 3.2.1, 322, or 32.3)........................................................................ Upe4t or wag member W wable huhu I span oornrrversions from 120 MPH wind zone, V Exposure to _MPH wind ions andbr V Egxmffo for bad Look up span on 120 MPH table and appy the fdbwbV fomsla: Span I Height 0120 MPH —i F Requlrsd Span MPH (b or d) x (b or d) x (b or d) = Wind Zone MuMpler' L_._ Eximm MWVW * Approprkta mApjw*Orn page34l. M Design Check L bt for Screen ! Vinyl Room (nage 2 of 2) Yea C. Table U vM beam & up ftM mnbbudm K .......................... D. Comudbn defags to be uaed such es: 1. Beam to upMM........................................... . ............. Z. Beam do wa9................................................................ & Beam to beam.............................................................7 a. Cher rA Wft, &knee braes do beams s ........................ — • Erd„uded gutWr =vmdlOn .................................................... ................. ....................... .... a Udp, angles NOW 8019 Pld9 m dmk...................................... EFounddon ddd type d, she ................................................... — No�ss r b-7 V , . - ---- Yes - - - 1. Check the b P@M*fw"w No — .................. d APp ed dreAW end addwWkM es M**W ................ _... —. o. Plot plan or Sunny . ................ . d l+loilos d comesinoement .......................or shop Os OASZ. fpwolt Yw ells Yes No OUN.r sUao4w ior: t s dw m on tw plans• ................ —. sbudWers P ._.- .. • screws of ��. ......... — ....................._- Beam --- b. eh M.epan. c. Pufn dn%'R= & • •....................---................... . held s1e0 a eon�we lK — d Up Vt @kW ..................... f Kneebrsces WoPe�l�lwoo� pt aye ....•..•.•..•.•.•.•.•...•.•....•..• .............•..... a Rod WW dM lendh atlrdmoss .... Yes No 3. Cheek load bwwMv up Wft f w�io deckfor' _ .............................................. a d*olen9m u ..................:........ _ b`. con.dd numbvr.. Angle bamM dM . ._._. ems a spaclep d 1 snem d enols iv deck end sols plus ....... — c. CwMd r umber. lo b deck so ough bddt FWW then w dwm anal jp ftO Qh d. UpMt anchored _ conoels d. Cheolt load baerle0 bees to uprid�t 1br:..............:...................... Yes No ... .. Rec*w brachet, ends ar 1 �idels a tlddowes ....... ... — eL b. Number. alas 8 epadn0 d a��chot 1 of beam W isoeh+rer or Moslm b host dnwk e — aHeader bio hod dnxhn or beam ...................................— d. Roof panel dkdvnm t im MoeWer or hast ... ..................... &VoMl@bm*ftsMmdforlwdl oordndona check numbery We Mckriess . -- .. of d, .. ...................... f. Pod io beam eddadsnwds iD slab ....................................... Y es NO Cheek Md pww "gum for. dL ar RvwW brad, endodiel etre a 1Mdoneee ..................::...— — orbeam ................................... — d Rod penal edb dsnwd bo receiver or beam ..................................... — hloles: . od<