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HomeMy WebLinkAbout141 Woodridge Trl 07-43 Screen porchRECEIVE© CITY OF SANFORD VERNUT APPLICATION Permit#: '" -13 Date: Z�- O� AUG � � 2�U6 ,fob Address: f4f'I WOOD R tD 6 ' kAtt.- , 5a0F(>Rt? � VL Description of Work: A DDi O4 %C REt~ wI po(Lctd 00 (Zt~ AA- o f= Total Square Footage 90,45e /- Historic District: A h_ 'Zoning: Value of `York: $ Permit Type: Building ✓ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool — Electrical: New Service — # of AMPS Additiou/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # ofFixtures # of Water & Sower Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential ✓ Commercial Industrial Construction Type: 1 # of Stories: # of Dwelling Units: 15* FloodIndustrial— 'A 'Zone: W (FCNIA form required) Owners Name & Address: 2U P5,zR A c o a p (r-)o (L� L W oo p R t D a c- TP N (L- ( KA-1k)SAP EoR.t;,. Ft.. -_Phone: 41•U"(- z��g (tgr, - Contractor Name & Address: Rue-l-torJ C:G 321'7`✓ State License Number: C( G (51`0423 Phone & Fax: ti b�- 2 L �� I n'3 ��'Ki `�01- SZ2 ` I�yri Contact Person: T77�)F Ao Phouc:'''I'u1- 323.- 3(t,3 Bonding Company: Address: - Mortgage Lender:----_�-__ Address: Architect(gnee CAN(> 5. L6• �p4•R6G. 5i517-4 __ Phone: 4°125Z-�`{33 Address: 'L( 3$ T0.(t-r015C- SV4G ,L -Dil.. t- &t-rLN,)C), L 2'j5 l Fax: `i 0 1 - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards or all laws regulating conslntction in thisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL. WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS, and AIR CONDITIONERS, etc. -OWNER'S AFFIDAV[T: I certify that all of the foregoing information is accurate and That all work wit[ be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILU RETO RECORD AN OTICE OF COMMENCEMENT MAY RESULTIN 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': to addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be round in the public records of this county, and there may be additional permits required from other govcnmiental entities such as water management districts, state agencies, or federal agencies, Acceptance ot• permit is verification that I will notify the owner of the property or the require t. of Florida Li r .aw, FS 713. Signature of Owner/Agent Date Sign�turevf ontrac r/Agent Date Print Owner/Agent's Name Signature of Notary -Slate of Florida Owner/Agent is _ Personally Known to Me or — Produced ID APPROVALS: ZONING: -- /f U HL: Special Conditions: Rev 03/2006 Date Signature or FD: 1. PAS ICIA A. MANN MY COMMISSION 11 DD 520661 tXPIHft ApdI 5, 2010 www TM Itfalaat/ Pubk Underm tern Contractor/Agent is '»! Personally Known to Mc or Produced ID «. ENG: c q(i�qta( / f ' // ._ 1 /0 3,, 0 0 T' - ?.� C,., `0 j �p \ �' J 47 �. �p� �s ;. ,'^ sod •$ • 1 �r�! ti Y\\ ° . A fib? T1 . f INOICATE5 IRON CAP 3382 jIN DICArr S IRON cAP 4 1653 SURVEY NOTES: l) The street address of the above described property is 2) The above described property lies in a Flood zone C. SURVEYOR'S CERTIFICATE. This, is to certify that l have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: 7 CERTIFIED CORRECT TO: REV( 9ED FOR FINAL SURYE'i 11 OCF, )90)5 ROBERT and DEBORAH A. KITNER>SURVEYING, INC. ACCORDING R. BLAIR KTTNr`_R. ,NO. 3382. BARNETT BANK OF CENTRAL Oust Office Box F23, SIwiford, Fl. 32772-0023 FLORIDA, N.A. (407) 322-200o ABSOLUTE TITLE AGENCY PROJECT.NO: 95- 172 SURVEY DATE: 30 JUNE 1995 FIDELITY NATIONAL TITLE CONNECTOR (BRAND TYPE OF CONNECTION META 16.1 SIMPSON WOOD RAFTERS TO MASONRY L550 6INP60N 2X10 HIP TO 2X8 RAFTERS FIN. FLOOR 1=L v: To FR OFOSEID ADDITION M,4TCH EXIST, PORCH _ -- ATTACH FOOTING, W/(2) IS" o5 RE -BAR 8�m "5 RE -BAR ,' \`� 6i/6i EMBEDMENT INTO EXISTING, �\ > STRUCTURE - FILL W/ EPDXY (SIMPSON ET) ADHESIVE, FTGyy�� x II - = - ATTACH WALL W/(1) 05 RE -BAR DOWELED • V �T f� (J-- K INtO EXISTINCa WALL m 24" OC VERT. FILL W% EPDXY (SIMPSON ET) ADHESIVE. - 4"'2500 PSI CONC. SLAB W/ (FIBERMESH/FIBERMIX ApDED TO THE CONC. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS FOR, NER-284 FOR FIBERMESH, OR — NER-414 FOR FIBERMIX, OVER 6 MILL VISQUEEN 5 �I VAPOR BARRIER 4 TREATED FOR TERMITESOVER (o MIL VISQUEEN. VAPOR BARRIER - OVER CLEAN COMPACTED SAND FILL � � _ , , � • , • , �1 OVER UNDISTURBED EARTH STRIPPED OF — VEGETATION AND TREATED AGAINST TERMITES FIN, FLOOR ELEV: TO MATCH EXIST. PORCH , I •I i '1 r ! 16" (2� �►5 RE -BAR 13m-fan FTC . DET,Ait- K SEARING 1/2" Im_On I1-4" r i� ImM4�{ �. a ; ISTING Af EL.1( ATION 11 -0 2 -O _ 30"x3o" FTG. (12" E)P) SC; A E: 1/4 = I'-d' (3) *5 RE -BAR E.W. (TYP) WA PLANS REVIEWIED SA�"I FOR, EV '.- �� `r / 1 '. ' I r ' I li , I ri ,' I,' `i 1 . l+I I •r 1_ TO M*TGN12 M IT IV` 11111111711 - M1 141 - - — ELEC, 1 (• METER J FICE FOUNDATION FLAN _ e 6(7,ALE: I/4" = 1'-0" ADDITION EX15TING FROF05 D REY SCALE: 1/4" = Im-0" ------------- REVISIONS IQIS-20-Oro CROSS SECT A WNW 10 All) TMIIA3111 SNVId ALLIED PRECAST 5640 CARDER ROAD ORLANDO, FL 32810 PH. (407) 293-8510 FAX (407) .291.0981 8" LINTEL SAFE LINTEL C�fp,r4VITY LOA LF LIIJTEL TOTAL CLEAR 10f BOTTOM 6/8 8/24- 40,1L NUM BER LENGTH bF°AN REINP, RpINF' A-1 2'•I®' 7'-T (2) ' 7 (,71 •3 3m4'j 415o l,6Al }6 10000 AISO Ill 4719 61? 151m A-2., 3 •6 7'-IrD' (2)' 2 (7)' 3 1153b A `9` ' 4', 6' 3'-IV' (2) " 2 (7) • 3 11411 Bd 76E+E 3Av d e.d.•. 1216 1503 1955 7401 A -, b'•t® 5'-1' (7)' 2 (1) 3 041 aB9 1558 7021., 2A96 A-5 1'-b' 61.110, (2) .5 /2)' 4 Sob �53 669 I2AA 1536 A•6 g'•A' 6' 8' (?) • 3 (7)' a AAO 5l6 179, 9Bm IIIA A., IIPJ` 6' 8'-10' (2) " 3 0) ' A 3l9 :•. ,• 531 1314 h6e 22016 A-M II'-A, -►0'-0' (2) • 3 0) 5 3AC 4,s& 467 1133 190a Alp....`. ..?..ruP .°•r'+...r. ..k %., .. 4, �. IA�J...... 1' .e 1380 43A I�Rb 116E A-h 13'.4' I2'-0' 0)• 3 (7)' 5 7l1 98B I13A 1631 4 A•II 14'•D' IB'•4' (1) 3 (1)' S 261 A-17 14'.15' 14'-0' (2)' 3 (2) " 9' N,R 36 `1528 1711 1573 :.. •• •.� C. yf .:fi'y , ,1 I.C,MN 3,7 Y } .'t : � �'...• ' - A-13 I -I A. Ib'-A' (2)' 3 (A)' 5 MR, I 6 19A 1 9�9 A -Is ND'-m' W-4' (7) 5 3 (3) ' N,R; • .,x,.r� a,.e.•.,�i. z:siii � 'g'• •<rxl N.R. NOT RECOMI-IFNDED -- a" LINTEL 5,4FE L,4TERAL LINTEL UPLIFT LOADS (I=LF) LOAD5(FLF) TOTAL TOTAL CLEAR TOP BOTTOM /® B/6- •il, lb• (I 5/ 0 5 wu eo'd 5•(LU / 6-6 PLAIN 'A. 11..,u•'• �1 .°.�'i: �;, •,n :>,.,..!T�>'i:;�. ': „ LENGTH LENGTH SPAN REINF, REINF: 3602 99¢9 10000 ID 00^ A -I 7'-10' 2'. 2' (7) " 2 (7)'3 N.R. 418a - 24 t 6260 6260 B225 B225 10000t 10000.;.3121 A-2 3'-6' 7' 1®' (7)' ? (7) " 3 j NR(7)' 167 3('S8 4601 5,b46 A•3 A'.b' 3'-. 10' (2)' 2 (2) • 3 N.R. Mal j` •;<..y..,lESTi" i ..:..........:::.•... f7lp+df A•A 5'-10' S'•2'. (7)' J (2) • 3 N,►R, I17 71d4 1131 M"7096 T3 1300 Is�99'. (7) "a N17 3 9a �� 1107 13Bm 66 61 A-b V-4- 9'-9' (2)' 3 (7) • 4 NIR b 2 3b 695 522 1109 A:7 I®'•b' 9'!10' (J)' 3 (7) " A N* 612 A-s II'•4' 10'-8'. (71 " B 04 640 196 A�9 W-8' W-0' (7) " 3 w , 5 N.R: 511. 273 463 _1�6 130 4' 12'. 0' (7)' A-11 141• 2 2 428 350 617444 .. pp .i Y YIt �' y�11! r'} -', •';. /YA�r.::. .... x�.lY.f., :4, i...v ,ry . 1.1�.:�:i ::.X?' .j.,1 �O;.:J �vv --_ - )g4 A-12 14'-a' la'-o' (1) F 3 (2)' 5 N.R A-19 I1'-4' Ib'•D' (?) • 9 (3) "'3 NR 13P> 311 396, 481220 .'N'-:i1...' h..,��'!I \ �.�16'r�4•:�.:.. 'L0..:.Li Y:\�,ti,�Tl7•• A -IA 201.0' IS'. 4' (7) " ^J (3) " 5 NR 94 257 375 392 17t N,R, NOT RLxCOMHRN0FD -1(v 3Va)0 P61 CSF'OUT (PLACED IN FIELD) u t/7-7 TOP REINF,, I •9 FIELD ADDED REBAR SEE 6CL4EDULE iU Al UPPER LINTEL CAVITY" • 1 "5 (I) CONTINUOUS REOUIREf, 1 PER 41RUCTURAL PLAN!, , FIELD PLACED C.M1J, °' 1 -- TOE' RE INF. PROvIDED 15OTTOr1 REINP., „;,� .' � IN LINTEL BEE REINF. SEE SCUEDULE --- 5GHEDLILE) C3ROUT Pb FIELD ADDED REBAR AT LOWER LINTEL CAVITY NIN. NIN • IE 7 ACTUAL PROS DEDINFLINTEL (SEE REINP. 3CWEDULE) T1"PICAL LINTEL 6ECTI0N s' NOMINAL WIDTH FF?EGA6T CONCRETE TYPICAL LINTEL SECTION PRECAST CONCRETE TYPE DESIGNATION 9 • FILLED Spl•ID QUANTITY OF #8 FIELD ADDED W/ CIRO T L•INTELI 1AR AT LOWER LINTEL CAVITY. [8X16-S-(I)L/0)U1 •��� Ns�, ,y' �.'�'A, NOMINAL WIDTH L QUANTITY OF #B FIEt,-D * NO, ,• 6Q 12 NOMNNAI. HEIGHT ADDED BAR AT UPPER 9 b LINTEL CAVITY x1 OF pSAT eNEPAL Id CODrb ��jUs/ r •R 1.1 PLORIDA SUILDINS GODS 200A RA07) RENIDENTAL, SECTIONS I A606 1.1 FLOFRIDA BUILDING CODE 2004 N)ILDIN4 (INCLU0ING 2"15 60-f-LEHiNT), 6EcTIC146 114 Lu ( 2101'. ; 13 8VILD1N6 CODE RldOIREMENI.S FOR RCINPORCED CONCRETE (ACE 316-q7). A dr-IRRICAN 60CIETY OP! CIvIL n"INEERS MINIMUH Ol61GN LOAD6 PDX -: SUILDIN05 AND OTHER STRUCTUF-ES (Atce 1-P7), i) CONCRETEI. 71 CONCRL"T1 C0HPRE9AI`,'E 6TRENG"I AT 75 DAYS, 2.1.1 h'RP•CA&T Wi6TAhroARo REINFORc�MENT,e000 ►•el 0 7,13, OROUT PLR ASTM CC SAMUt=L A. GREENBERG, P,E, •3A145 A-16 • )00 PSI W/ MAX. afe' ACOMEOATE. e' r ❑ IRWIN J. BENSON, P.E• "a9158 77 REINFOF!OP GI O BARS, Nfi F3' 7,7) STGRI- PLACED IN-PF45CAST LRJTlL AT MIS OF FABRICATION ASTM AA15 (6aADp 60J THUY LI, NUYNH, P.E. •60122 I.;.) C111. 1N LINTFL AND KNOCKOUT DLOCK (PLACED IN FIELO) A5TM A4,15 (ORADB AC) 1.1 DETAIL REINPORCEt1lNT IN ACCOROANCE WITH ACI 315. ).4 CONCRCTING OPkRATION6 SHALL CC*IPL'T WITW ACI 6TAI1DAIR061 D/4N �C0 D ]EEN51NEEMIN5, I1HASONFRY, L.L.G. 3.1 DIFSION AND C011brRUCTION 56JALL Cpvr-ORM TO T4+9 6PICIFICATION OP Tt-I6 r-a Box, 34" • Ar<)LLO "ACN . FLOAIDA • 111s07 - NATIONAL CONGf2ETE HA60NRY ♦660CIATION AND ACI 630-07. rwC>IB (elu ♦4► &IAA P4N , (►U) 446 %ASA 1.7 MIN1`1Ur1 MASONRY UNIT 61RENOTNL F'M 1600 1151. ref /RCA )1e46 "I MOI�ITAR 6HALL BE TYP2 5: UnLML a r4A re"ecel•r•i HM'OGUC 01 W W'IUM1P 7NVXV Rai(pf1Y1V�gLL( NI aj SA STT�'F''. LINTEL SECT, LOAD VALUES ARE DA5Le D ON LINTtL5 HAVING A EARIN CF 6' (Ulm .1 GEN. NQTES A t-1INIHUH ACGIPTACLE BEARING C19 4' PER FLOIRIDA &JILDING COPI, 7004 REAIpINTAL, 6kCTION R606.13% OR PLORIDA DUILDINCS CODE 7004 DATE:.11-21-05, SCALE: N.T.S, DWG; 6V BUILDING, 6ECTION 710,1J.5 4.7 LINTELS THAT ARE WtRATER THAN IA'•O' CLEAR 5PAN HOST GH c:RLANDO, FL PROVIDED rRt-1PORSUPPORT, ARY NOT TO pd IREMOvED LENTIL TWO (7) DAYS AFTER GROUT fti-- t-IENT, ALLIED PRLC.ASI' DE# 25-4013 SK=l / L550 AT HIP RAFTER SHINGLES TO MATCH EXISTING NAIL EACH CEIL. JOISTS 2X8 RAFTERS 624"OC TO RAFTER SIDE WITH (3) lbd NAILS LUS2ro JOIST LAGER W/(4)-IOd NAILS OVERHANG, FACIA 4 TRIM TO MATCH EXISTING 2X(o YP CEIL. JOI5T5 1024"O 8FI& PRE -CAST LINTEL SCREEN PANEL SEE CONNECTOR SCHEDULE FOR 'SIMPSON' CONNECTORS CRO55 5ECTION SCALE: 1/2" - II-O" C i �2Xro PT LEDGER W/Ibd NAILS 0 Iro" CC TO EXISTING WOOD` BOTTOM CHORD 0 SIMPSON H5 W/8-8d - ALL RAFTERS 10' OR GREATER SPAN 2" ): RIDGE BOARD-(2" NOM. LARGER THAN RAFTERS) (EXC. 12" RIDGE BD. W/ 12" RAFTERS) TOENAIL EACH RAFTER W/2-12d AT EACH VALLEY STRINGER NAIL P ENGINEERED TRUSSES ONLY NAIL PLYWOOD AT VALLEY W/ 8d AT 3" O.C. TO VALLEY STRINGERS 2" X 4" BLOCKING @ 24" O.C. 2"X4" VALLEY STRINGERS W/2-12d AT EACH TRUSS CROSSING ENG.TRUSSES CONY. FRAMING & VALLEY DETAIL_ NTS 4'x8' SHEETS 1/2" CDX PLYWOOD OR 7/16" OS RAFTER SIZE 0'-8' SPAN - 2"X6" W/4-12d EACH END 8'-12' SPAN - 2"X8" W/4-12d EACH END 12'-15' SPAN - 2"X10" W/4-12d EACH END 15'-18' SPAN - 2"X12" W/4-12d EACH END WALL BELOW C7 STAGGER END JOINTS P FRAMING MEMBER O TYP. H - CLIP, EA. JOINT BETWEEN EA. FRAMING MEMBER © TYP. LOOKOUTS @ EA. JOINT & 24" O.C. OD TYP. MIN. PLYWOOD WIDTH 12" OO TYP. NAILING 6" O.C. EDGES & 12" O.C. INTERIOR W/8d COMM. O TYP. NAILING 6" O.C. @ HIPS & SUBFASCIA W/8d COMM. © TYP. NAILING 3" O.C. @ VALLEYS W/8d COMM. ROOF DIAPHRAM NAILING SCHEDULE TYPICAL NO SCALE 2 X 4 CONT. PERMANENT LATERAL BRACING W/2 - 12d P EA. WEB MEMBER oL 1 20000r�i*ll in 0 11, 1001, 2 X 4 DIAL. CROSS BRACING NAILED TO OPPOSITE SIDE OF WEB HIP ROOF W / 2 -12d NAILS @ EACH WEB MEMBER GABLE ROOF 16'C" MAX- 1 R1011 MAX FROM HIP GIRDER TO 'X' BRACING BETWEEN 'X' BRACINGr I ----------------------- _ AL) BRACING 'X' BRA ING (TYPICA) I I I LATERAL (TYFi 1 Nu I t: ALL bhAUINU I U bE b I UU/U I ILI I Y GRADE SPF OR BETTER TYPICAL PERMANENT TRUSS BRACING DIAGRAM NTS AREA ANALYSIS TOTAL 151 S.F. L Q�ul Cn Q) �r U U � L [� .tea IL ID U U 0 N U m m .- Ll Q) O U Q cn fl.. � 3 aj � -UT q _ z Q U 0 L o O M I- 0no 0'0 Q)-� rncu � 0 -A u O t[) w I D it 0 to 0 6 m m 1 m Q p7 �Q til (Il � � c M m l) _ w — A Q) 4 (l 0 7 \ N w C I1}74 V + O to 0 0 z 0p2 `� U urQ 0 0D\7 •Q chIII u- L � L O 0 � �l � Q R•! Q) O lL 2 or 2 LAST PLOT DATE September 22, 2006 ALLIED PRECAST $61+9 CARDER ROAD )PI.0 0, FL M810 Ft;. (607) 293-8510 ref. (407) 29.7=0981 8 LINTEL . LINTEL' ,_7PkAV'ITY LOA[3 5 l pLF1, I 66T101'1 C%0 RRINP, RVIJP PL A lfQ q 150 1,6 A l 516 Im®�2� r]) ' 1 (7! '? ,0e1 AI 1-i .- xx l+1'7 (2)' ? 19Sh 2119 19 bII 1 Im LINTI1L NUMBER TOTAL LEtJGTP C.LI!AR erAN A I ]'•lo" 7'-7 A -] 3'•b' 2'•10'Ll A.4 4? 6' 3' 10 f7) F 1 r7J' i (71, ' ! Y7) ' 4 1741401 S1,1l Sisb I 6A 74,P6 3A91 A25" I21b 03 >TA t I� ,I 5' - V (2) .'' ] 091 A-5 1'-411' b'•Ild (2) •, b (7) ] A (7;1 • A (t! 11I! ' S (.I1'b (I) ' S (7'1' ' 3 12A 153b A4 9'-A' e'-6' f7)' 3 440 669 r 1' " 1]6 ,.' 55m IIIA A; I 10':bl �'-10' 12J' 3 ? 19 ^S6 5l6 'S31 r 116a _ 22C16 A-8 I!'•A I®'=6' Y7) 3 ��� .dt Abr� I!<: r� d�A'•v,'K YI�7.'%�� M1 4-e 17'---a' 17'•0' (71 ' 3 ,.., 15 ih �1,.l.._;:: f7)'3 } j ]t� 761 d14 1n6b I•ag IT bI 2 8 179A 163A A -II 1.1'•D' IV-4' (7) ` 3 ,•i.�.. �i.. , � '�� ' !a��:3>v� .-MkiaT.'?si.xy'A;2i, 378 � sx ' .a pll wa:i.:ii.T�;�M :x.as:.; 157b A 11 14 :b' 14'-0' (7)' 3 ::.. ......... (3.!' S _ IR 148 5,65 119 3 A-13 i.. ..•" I1` 13 tr' C'',',1' ..:.1.!i .i b AAf{'Agin �,.1 '' Y. l9Arc,r.,ff.. t..... :'. 919 A_IA I21'-0' ID'•4' (7)' 3 ., A. .IA 1._..: 5.�: V � ...'.. . 6.:xYyarH ..'i41[L=•�'..L-..- a.. .•' .'• ... . � •.: ..':. c'a NO, f NOT RECOMMFNDEc - LINTEL. UF7LIFT 8" LIlr.lr Li,_)ACDS L SAFE ('FLF) LATEfRAL 5(F'LF? rnTAL LENGTH F__ L.BNOTH cl,En2 SPAh1 REINF, RBINR, 878.5 -_ .-. q •1 W C+. .�-.- PLAIN V ! f 1 ,.1•,' (, / ,,,,,,,, 10000 a!? T,,r.�' 11 A -I 2'-1D' ]'•2' ' (11 .7 (7)'3 3&v2 915015 ,L _ x41`r`r. (..,' - IuLV'�I'it1 Ju..L� . ... � � �--'•. ---.-�.+.11 •.. "'�" '.'.- ' -A-p 3'•6'- )' Im' (7) 7 (i)" 3t3fd2. A'.61 . 3',IL!, (2q.} ' (]J' 3 (]) " A. _ Ie 7l D05B ,�� a82f1 5945 Es 1 131 .08 000 A A A.6 -:. Im' 6'-tu j'-b' S'•7". h'•Im' (71 r ] (2) , b N.M.b.p+p �. ..._. 46E }y50 ®ol IIG2 A•1 10'-C 15.10' (]1. 3 (]J • A 13dD -16.2 3 25I 1a1 A-e IT. 4' _ Im'-n' (]1' ? - (])' S NA�.M'I;., �12 602 961 9Q9 650 lbb _ A:9 12';8' _ I] It (7 ) r' 3 (2) ' 5 N m ] B i 52 4 1 7-- .6 " A -IIp 13'- ' (2)' 3 (2.) 6 NTH q31 --- 12 n 2B 55a 617 a44 (7)' 3 (2) r 5 N.M.t , 3u I�.I,x„.K " x A ,16�'�, i '398 m A.12 V14'-B' IA' -IE' (2) r D (]) 5 NF+r r 394 -- - lit sll 356 4&1 .I 77v� A.•j3 11'-4' Ig'•H' f21' (3)' S NR :' Ik t' ` .,;;� .. 1l.. ,.... - 4a 251 325 392 175 A -IA ]O' 0' I�r'•d' (7)' ! (.?J),• ® NR A N.R. NOT Rt=i':OF1h1!lNpED 4 300� r51 dmoul (rLAGED IN FIELD! TOP REIiJF,, bEE f)Ct4IkVUL1 (1) It, C:0WTIMJOU6 1?E �t'IRE rEl! 6TRLIGTUA!AL taLAr1L BOTtor-I j2EINF,: 68E 6GNEDULE TYPIOAL LINTEL SECTION PfpEGA-,ST CONCIRETL I'YPE DESIOATION 8 • FILLED OLIQ (dUATV I I I T yr RD t-Il `1L'UCL' W/ GRO T L•INTEC • I � BAR AT LOWER LINTEL i' NOT`"r' (8X16-S'_0)L/(0U1 NOMINAL WIDTH I L. QUANTITF #5 FIF.L.D NOMINAL HEIGHT I OF BAR to I-IrrER LINTEL CAVII T 6ENE1?AL ricrp•.1 I,1 f.00?R6 1.1 PLORICA 8L%0IIId COOP 700. 1E610E14TA,L. SEC11 N6 RAB.+1; I RAQ'b I.7 PLVMIDA CSLIILDINa COPI 70,nA 1kV1_L0IN6 OPCLLICIRJG )"ll, 9111--L fiLINTI 66ctIGN6 19m17 I Ilot I.3 5'JILDIN6 CODE Rn<:{IIP EItEr:rS FCR REINFORCED GONCRETE ' acl 115.01!. I.A AMIRIGAN AOCIVY OI,ChIL "46VIRR6 tiINIVXy1 DE61GN 6UILDIllidS AND OTNER 6TRUCTVPRE5 (ASC13 )-fil 7.1CONGRIrR1 p l CONCI?t?! IF CCr1PRpS61� E 61RENaT31 Ai 7� bAti"61 7.1,1 0`114!!•GA6T Ul/STAKOARD P.%IIJrORCEMENT•a!!00 wbI 7,1j, 6I4OV7 PI!R ASTM C416 • 100V F'61 W/ MAX. Ill A66REo I'F 8' TO 11' SLllr11', 7.1 REINFOl2c100 ('JAR61 1.7,1 STEEL. PLACID IN 0-PIICA6T LIIJTAIL. AT T!l OP FABRICA71'. A��rt Abl6 ((5RADt 60) I.V) STEEL IN Llt4TEL AND KNCCKOl1T BLOCK (PLACED IN PIEIn +All-1 AIIIS ,6RADE AO), I. Pt TAIL RENFORCEI-IENT IN ACCOIROANCEI WI114 4C1 N5 1 A CONCRETING OI'RRATION6 64ALLI 60"F'L'( UATW ACI St ANl b f rI a 50N IE T 1 1.1 pLF 51bN AND COII6TRUGTION IIWAL1 CV0P0AM TO Tut 6IbEC1f+1C A.,..^f: Co T14. NATICOAL C.04CRE1E r1ASOf'I1qr A66OCIATION AND ACI l M7 !.7 r11AIIrjl MASGNAT 4111 61RINOTNi Pri I6Gm P51. ). MORTAR &WALL 8E T"Fle 6. 1'6TRUCIURAL, AJ $AFE LOAD VAL016 AIRI CARD ON LINIfL6 NAs'1r7q A'OE•�p1�fs A t1tNIM1H ACC.EPTAeLe 1911 kA1140 CNq 4'r10i ILOR•IDA pUIIC IrvC :r70t, 70RA RR61C)INTAL, PCTION Rl It GR I'LORIDA DUILD106 GOOF ?r I BUILDIPe4, SeGTICN llill A.7 LINTEI.6 THAT ARE 6AFATER 7WAN IA'•O' CLEAR SPAN f1U5T !NP PROVIDED TIt1!10RARY SUrPORT, NOT TO bt REt-IOvED UrrrlL TWO O) DAT'6 AFTll OROLIT rLAGtr16NT. 1 '5 FIELD ADDED REBAR @ - AT UPPER LINTEL, CAVITY z \--FIELD PLACED C:t-IU. q, - -TOP REIIJF, PROC',IDED It) LINTEL (BEE ►BF.IIJF. "h 5GNHDULEJ - out - •5 PIELo ADDEL REBAP AT LOWISM LIN'TI~L CAVITY r �-E!CTTOt� REINP, 71' INCT1,14L 11RO-10E0 IN LINTEL ('SEE p_EINF, BCLIEDULIS) 6" NOMINAL WIDTH Ti-,F'ICAL LINTEL 51FCTION F'REC.48T CONCRETE No, 60122 5 A T Or., (v i a 5AMUEL A. 6REEN5EFR6, P.E. '34245 IRL1)IN -I. BENSOti, P.E. '•AS1958 THUY N, NU1'NN, F'E '6,0122 �AN.5C0 D I[: EO(nINEERINC'l, L L,G, P,0, 5Cx 14a=">t • APOMl C'•r'At%'"i . ►Le?AIC>A - TJSy1 FxAOJC rtlsl 1641. e64 Ill ,#N . (call) b416 yM T.TK! M f(.af N[ IM W' rl7 R d�XO MIiI MOB «t, WI 'Vf f•�61M1 a tql ,kmcl..wf !(h=ltx to WAVT-mm Vic R rvQN nt - > f I I OVERHANG, FACIA 4 TRIM TO MATCH EXISTING ! 5HINGLE6 TO MATCH EXISTING Z� L550 AT NIP RAFTER 2X8 _)�RAFTERS v24"OC CEILING JOISTS REMOVED / 2\ SF16 PRE -CAST LINTEL SCREEN PANEL SEE CONNECTOR SCHEDULE FOR '5111PSON' CONNECTORS CR055 5E CTICN SCALE: 112" = II-O" SIMPSON H5 W/8-8d - ALL RAFT ERS 10' OR GREATER SPAN 2" X RIDGE BOARD-(2" NOM. LARGER TITAN RAFTERS) (EXC. 12" RIDGE BD. W/ 1.2" RAFTERS) TOI'NAIL EACH RAFTER W/2 12d AT EACH VALLEY STRINGER NAIL @ ENGINEERED TRUSSES ONLY >� NAIL PLYWOOD AT VALLEY W/ 8d AT 3" O.C. TO VALLEY STRINGERS 2" X 4" BLOCKING @ 24" O.C. IL 2"X4" VALLEY STRINGERS W/212d AT FACLI TRUSS CROSSING ENO. TRUSSES RAFTER SIZE CONV. FRAMING O'-8' SPAN- 2"X6" W/4-12d EACH END 8'-12' SPAN 2"X8" W/4-12d EACH END & VALLEY DETAIL 12'-15' SPAN 2"X10" W/4-12d EACH END 15'-18' SPAN 2"X12" W/4 12d EACH END NTS 4'x8' SHEETS 1/2" CDX PLYWOOD (;R 7/16" OS a T WALL BELOW QQ STAGPIER END JOINTS @ FRAMING MFMBFR TYP. II - CI IP, EA. JOINT BETWEEN EA. FRAMING MEMBER TYP. I OOKOUTS @ EA. JOINT & 24" O.C. Q I YP. PIIN. PLYWOOD WIDTH 12" TYP. NAILING 6" O.C. EDGES & 12" O.C. INTERIOR W/80 COMM. Q TYP. NAILING 6" O.C. @ HIPS & SUBFASCIA W/8d COMM. ® TYP. HAILING 3" O.C. @ VALLEYS W/8d COMM. ROOF DIAPHRAM NAILING SCHEDULE TYPICAL NO SCALE 2 X 4 CONT_ PERMANENT LATERAL BRACING L A 4 UTA". l�l-{VJJ (3Y(Hl II _1 NAILED TO OPPOSITE SIDE OF WEB HIP-ROOF,.W / 2 -12d NAILS @ FACT I WEB MEMBER GABLE ROOF 16'0" MAX. 16'0" MAX. -- HIP RFTWFFN 'Y' PPAr'II\I(_� FROM fT GIRDER TO X BRACING AL) BRACING LATERAL (TYPII I I � I 'X' BRA IN (TIYPICA) I � , NOTE: E: ALL BRACING TO BE STUD/U I II_ITY GRADE SPF OR BETTER TYPICAL PERMANENT TRUSS BRACING DIAGRAM NTS PLANS REVIEWED CITY OF SANFORD PLANS REVIEWED CITY OF SANFORD 't 1 ! PERMIT • 07.. 4 -e Q \ Si 6,-J REVISIONS S-20-06 CROSS aECT ADDS - II.2`��n/ri CEII.)r)G-To(sT'y �EH17V� AREA ANALYSIS TOTAL 151 S.F_ n1n..`. �Cl rC 0- V -I `n �i1 d cl7 tU � 7 o VJ v I _ aT 0 � c p p ec (� s�9� �U cL 10 0 0 0 d) Tv u m U U fl- p iT I 0 k to f[] tT) fl t V 3 ht U Q 7 JL smQ o d) N to U F 0 17g t L pQ � d) 9_ W a U tit fn c m _ i Q� W U ,r } + N m ,• z m U �+ o U z W� �r° O r L L O 0 O � Q z Sheet 2ew 2 LAST PLOT DATE. SArtomwi r- 22, 2006 NOTE: E: ALL BRACING TO BE STUD/U I II_ITY GRADE SPF OR BETTER TYPICAL PERMANENT TRUSS BRACING DIAGRAM NTS PLANS REVIEWED CITY OF SANFORD PLANS REVIEWED CITY OF SANFORD 't 1 ! PERMIT • 07.. 4 -e Q \ Si 6,-J REVISIONS S-20-06 CROSS aECT ADDS - II.2`��n/ri CEII.)r)G-To(sT'y �EH17V� AREA ANALYSIS TOTAL 151 S.F_ n1n..`. �Cl rC 0- V -I `n �i1 d cl7 tU � 7 o VJ v I _ aT 0 � c p p ec (� s�9� �U cL 10 0 0 0 d) Tv u m U U fl- p iT I 0 k to f[] tT) fl t V 3 ht U Q 7 JL smQ o d) N to U F 0 17g t L pQ � d) 9_ W a U tit fn c m _ i Q� W U ,r } + N m ,• z m U �+ o U z W� �r° O r L L O 0 O � Q z Sheet 2ew 2 LAST PLOT DATE. SArtomwi r- 22, 2006