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HomeMy WebLinkAbout141 Wood Ridge TrlRECEIVE© CITY OF SANFORD VERNUT APPLICATION Permit#: '" -13 Date: Z�- O� AUG � � 2�U6 ,fon Address: f4f'I WOOD R lD4q6 ` kAt1. 1.5a0F(>Rt. VL Description of Work: A DDI O4 %C REt~ j po(Lctd 00 (Zt~ AAS o f7 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 Calc. Required) Plumbing/ New Commercial: # ofFixtures # of Water & Sower Lines # of Gas Lincs 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* �t�Flo rd "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)ovt> S/n) SAP Eo(Lr;,. Pt- —_Phone: 4I•atgr) Contractor Name & Address: Rue-l-torJ C:G 321'7`✓ State LicenseNunmer: C(7c- (51`0t(•23 Phone & Fax: ti b�- 2 t �� I n'3 ��'Ki `(01- SZ2 ` I�yri Contact Person: �F ACJ Phouc:'''I'u1- 323.- 3(t,3 Bonding Company: Address: - Mortgage Lender:----_�-__ Address: Architect(gnee CAN(> 5. L 6 • �p4•R6G. 5i 517-4 __ Phone: 4°12 5Z- 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 construction 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 govcrmnental entities such as water management districts, state agencies, or federal agencies, Acceptance ot• permit is verification that t will notify the owner of the property or the require t.' or 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 «. /Nf1i� BLDG: .. LTJ ENG: c ta( / f ' // ._ 1/03,.00 T' - ?.� C,., `0 j �p \ �' J 47 �. �p� �s ;. ,'^ sod •$ • 1 �r�! ti Y\\ ° . A fib? T1 CP 11 . f INOICATE5 IRON CAP 3382 jIN dICATES IRON cAP tF 1653 SURVEY NOTES: I ) 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 427.827 of the Florida Statutes. REVISIONS: - — '"7 CERTIFIED CORRECT TO: REV( 9ED FOR FINAL SURYE'i 11 OCF, )9%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) 322-2000 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, - ATTACH WALL a W/() 05 RE -BAR DOWELED WALL m 24" OC VERT,FTG• V�T4(- INtO XI TI 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 --;I- FTG, DET,Ait- K SEARING 1/2" Im_On IL-4" r i� ImM4�{ �. a ; ISTING Af EL.1( ATION 11 -0 2 -O _ 30"x3o" FTG. (12" 1)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-01I ------------- WNW 10 All) TMIIA3111 SNVId I' ALLIED PRECAST 5640 CARDER ROAD ORLANDO, FL 32810 PH. (407) 293-8510 FAX (407).297-0981 8" LINTEL SAFE LINTEL C�fp,r4VITY LOA LF chIII LIIJTEL TOTAL CLEAR 10f- BOTTOM 9/8 /8' B/IA,-S-( )LA/l PJ• 8/2A -640,1L U NUM BER LENGTH bF°AN REINP, RpINF' U U a( �(. ., b"•, (" t::p) .? L ;, ;) 877: : ik.l. A-1 2'•I®' 7'-T (2) ' 7 (,71 •3 3m4'j 415® l,6Al }6 10000 ASO ....,: ! ..,:,• �� : 'Orem O �L -A U 6 O t[) M -3 SaT \ w it � m 1 m Q p7 �Q til (Il � � c w m l) _ Ill 4119 61? I51m �+~ �— �� 0 (1 �' \ A - i., 3 .6 111101 (2)' 2 (2)' 3 19Db 271 .,<} „>, I�C?m........... •. IQ4]?t2?;; ILA O A4' 4'-6' 3' -IV' (2) " 2 (7) • 3 114.1 8d 76E+E 3491 d e.d.•. 1216 1503 1956 7401 A -, b'•t® 5'-1' (7)' 2 (1) 3 041 Set 1558 7021., ?A'96 A-5 1'-b' b'-1110' (2)' 3 /2)' 4 Sob 669 953 1744 1536 A•6 g'•A' V-6- (?) • 3 (7)' a AAO 5l6 176 9Bm IIIA " 3 (71 ' a 319 :•. ,• 331 1314 1168 4206 A -M II' -A' -I®'-0' (2) • 3 (21 • 5 3A0 :". f c,o ii 2 f :.:.. r `. ,:.>.:: r •, ,.111.... ' ,• 467 1133 4,s& 190a 43A 1386 I�Rb IIbI A h 131.4' IJ' 0' r2) • 3 (?)' 5 711 li 406 98B I13A 1631 A•11 14'•01 IB' -4' (7) 3 (2)' S 761 ?,t'� 1.�,�'9:>.,„„�� ?;�:±�a�?>�f,•x:�1x'�, ,".�,tAru,.,a.:r::, A-17 14'.15' 14'-®' (2)' 3 (2) " 5' N,R 3b °378 1711 1673 - :.. •• •.� K. yf .:fi'y , ,1 I.C,MN 3,7 Y } .'v : � �'...• ' ! .' I 148 965 11 9.» I(•'-0' (2)' 3 (B)' 5 N.R, I 6 l94 4319 • 19'-4' (7) 3 (3)' 5 N,R; z:siii 1 g' x.r a,.e.•.,gi. <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 5/2.0 5 wu 9/74 5•(LU / 6-6 PLAIN : 'A. 11..,u•'• �1 .°."8: �;, •,(, :>,.,.. !'t„T;:+�:;�. ': „ LENGTH LENGTH SPAN REINF, REINF: 3602 99¢9 10000 10 000 A -I 71.10' 2'-2' (7) ” 2 . (7)'3 N.R. 4168 - �.'� ,, I�rel� ... ' I�a�stm ;; X00 „• It _ 242t 6260 8225 JD000 6260 B225 10-000.;.3171 A-2 3'-6' 2' 1®' (7)' 2 • 3 (7) " 3 id NR(7) 161 3658 4601 5,345 A-3 4'.b' 3'-. 10' (2)' 7 (2) • 3 N . I 991 j` •;<..y..,155Ti" i ..:..........:::.•... f7lp+df i A•A 5'-10' S'•2'. (7)' 7 (2) • 3 N,►R, 117 71-44 E�GJB 3 ld 1131 '`.lil7g..�, M"7096 l3 130® Is�99'. A•b �'.b' b' -I®' ll) "'3 (l) " a N17 3 911 7:1 61 1107 13Bm A -b 9'•4' #1-9' (2)' 1 (7) • A W.R.66 b R 511 315, 3b 693 922 1109 A-7 10'-6' V10' (J) " 3 (7) A NR 612 A -s II' -4' 10'-8'. (l1 " 3 (7) " 5 NR 60 181 96 4395 X31? B 04 640 196 A-9 17'-8' I7'-0, (2) " 3 0) , S N.R: 511. 273 463 _1�6 730 A -Im 13' 4' 17',8' (71' 3 (2)' S NR' 4+31 , ' ,_.. A -II 14'• 0' ISI -,V (71 " 3 f7)'' ffi ---2-61 N.R.NIE 4l8 330 bl7 444 .. YIt y�114 r'} -', •';. /YA�r.::. .... x�.JY.f., :4, i...v ,ry . 1.1�.:�:i 3�9b 511 673 3434 A-12 14'-8' 14'-0' (2) F 3 (2) ' 5 N.P.183 N t•Y A-19 Il' -4' Ib'•D' (?) • 9 (3) "'S H.R.13P> III 386, 461 220 .'N'E:•:::i1 h..,`j11 \ �.16'r4•:�.:.. 'L0..:.Li ,�11l- Y:\�,ti,�Tl7•• A' IA 201.0' 19'•4' (7) " 3 (3) " 5 N.R.94 257 325 392 178 N,R, NOT RLxCOMMRN0FD -1(v 3V00 P61 (3ROUT (PLACED IN FIELD) u t/7-7 TOP REINF,, I •9 FIELD ADDED REBAR SEE 6CL4EDULE iU Al UPPER LINTEL CAVITY" • 1 (U 1 PER 41RUCTURAL PLAN!, PLACED CMU, „ -- TOE'' REINF. PROVIDED BOTTOrI REINF!., „;,�, •' � IN LINTEL BEE REINF. SEE SGUEDULE --- �7 5GHEDL)LE) GROUT lit 'S FIELD ADDED REBAR AT LOWER LINTEL CAVITY MIN. MIN • 7 ACTUAL PROS DIEDEINFLINTEL (SEE REINF. 3CWEDULE) TYPICAL LINTEL FEC -TION r NOMINAL WIDTH F'F?ECA6T CONCRETE TYPICAL LINTEL SECTION PRECAST CONCRETE TYPE DESIGNATION 9 • FILLED SpLID QUANTITY OF #8 FIELD ADDED W/ CIRO T L•INTELI 1AR AT LOWER LINTEL CAVITY. [8X16-S--(I)L/0)U1�.'�'A, •��C Ns�, ti's NOMINAL WIDTH L QUANTITY OF #B FIEt,-D * NO, ,• 6Q 12 NOMINAI. HEIGHT ADDED BAR AT UPPER 9 b LINTEL CAVITYx1 n', AT of , �2 pS eNEPAL 4) CoDrb ��jUs/ r •� 1.1 PLORIDA SUILDINS GODS 200A RA07) RENIDENTAL, SECTIONS 18606 L) FLORIDA BUILDING CODE 1004 N)ILDIN4 (INCLU0ING 70015 60-f-LEHiNT), 6EcTIC146 114 Lu 1 2101,. ; 13 8101-0111,16 CODE RldOIREMENI.S FOR RCINPORCED CONCRETE (ACI 316-q7). A Af-IIRICAN 60CIETY O1' CIvIL n"INEERS MINIMUI•I Ol61GN LOAD6 POR -: SUILDIN05 AND OTHER STRUCTUF-ES (ASCE 1-07). i) CONCRETEI. 71 CONCRL"T1 C0HPRE9AI`,'E 6TRENG"I AT 75 DAYS, 7.1.1 h'RR•CA&T Wi6TAhroARo REINFORc�MENT,e000 pet 0SAMUEL 7,13, OROUT PLR ASTM 04)09)v6 • I00 PSI W/ MAX. afe' ACOMEOATE. A. GREENBERG, P,E, °34145 e' To r ❑ IRWIN J. BENSON, rt"a 9158 77 REINFOF!GI O BARS, Nfi FI ' 7,7.1 5T@EL PLACED IN-PFY5CAST LR7TlL AT MIS OF FABRICATION ASTM AA15 (6RADI bol - THUY LI, NUYNH, P.E. •60121 I.;.) CNIL 1N LINTEL AND KNOCKOUT DLOCK (PLACED IN FIELO) A5TM A4,15 (ORADB AC) 7.1 DETAIL REINPORCEh1lNT IN ACCOROANCIR WITH ACI 315. ).4 CONCRCTING OPkRATION6 SHALL CC*IPL'T WITW ACI 6TA11DAIR061 D�N�CO D ]EEN51NEEMIN5, I1 HASONFRY, L.L.G. 3.1 DIFSION AND C011brRUCTION swALL COI•IPORM TO T4+9 6PICIFICATION OF Tt-I6 r -a Box, 34" • AlpLLO "ACN . FLOAIDA • 111!07 - NATIONAL CONGf2ETE HA60NRY A660CIATION AND AGI 630-07. rwc-48 - (!13) 44► &IAA P4N , (411) 446 %ASA 1.7 MIN` 1`}Ur1 MASONRY UNIT 61RENOTNL F'M 1500 1151. ref /RCA )11146 3,3 MOI�ITAR 6HALL BE Tyre 5: UnLML a r4A re�ecel•r•i HM'OGUC 01 W W'IUM1P 7N•XV "(4f1Y1VR4LL( Nt "I SA ST LOAD VALUES ARE DA5LD ON LINTf•L5 HAVING A eEARINr, CF 6' (Ulm T�" F'. LINTEL SECT, .d GEN, NATES A t-1INIHUH ACGIPTACLE BEARING C19 4' p9R FLORIDA &JILPlNG CODE, 7004 REA)pINTAL, 6kCTION R606.13% OR FLORIDA ft'ILDINCS CODE 7004 DATE:.11-21-.05, SCALE: N. T. S, AWG; 6V BUILDING, 6ECTION 710,1,1.5 4.7 LINTELS THAT ARE CIREATER THAN I,1'•O' CLEAR 5PAN HOST MR c: RL ANDD, FL PROVIDED Tpr1PORARY SUPPORT, NOT TO pd REMOVED LENTIL TWO (7) DAYS AFTER GROUT fti-- t-IENT,- �_ ALLIED PRFCA51" DE# 25-401 SK -1 / L550 AT HIP RAFTER SHINGLES TO MATCH EXISTING NAIL EACH CEIL. JOISTS 2X8 RAFTERS 624"OC TO RAFTER SIDE WITH (3) I6d NAILS LUS26 JOIST NGER W/(4)-IOd NAILS I OVERHANG, FACIA t TRIM TO MATCH EXISTING 2X6 YF CEIL. JOI5T5 1024"O 8F16 PRE -CAST LINTEL SCREEN PANEL SEE CONNECTOR SCHEDULE FOR 'SIMPSON' CONNECTORS CR055 5ECTION SCALE: 1/2" - II -O" C �2Xro PT LEDGER W116d NAILS 0 Iro" OC 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. CF 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 2 X 4 DIAD. CROSS BRACING NAILED TO OPPOSITE SIDE OF WEB HIP ROOF W / 2 -12d NAILS @ EACH WEB MEMBER GABLE ROOF 16'0" MAX. 16'0" MAX. FROM HIP GIRDER TO 'X' BRACING LATERAL BRACI NOTE: ALL BRACING TO BE STUD/UTILITY GRADE SPF OR BETTER TYPICAL PERMANENT TRUSS BRACING DIAGRAM NTS REVISIONS IQIS-20-Oro CROSS SECT A AREA ANALYSIS TOTAL 151 S.F. >L Q�ul ID U (� 0 chIII U 0 N U m 0 D Q) O U Cn Q) �r 0 � Q U U � L [� .tea IL z Q U Q) L o 2 or 2 LAST PLOT DATE September 22, 2006 ID U chIII U 0 N U m 0 D Q) O U L � L O 0 � Q cn 0- 3 Q) q _ z Q U Q) L o Q) 0U 0'0 O �L -A U 6 O t[) M -3 SaT \ w it � m 1 m Q p7 �Q til (Il � � c w m l) _ w �+~ �— �� 0 (1 �' \ Q N r U sp �w;~IsQL+ 0 Q) 0 z 6 D 0 O f U D 0 11 2 or 2 LAST PLOT DATE September 22, 2006 chIII u - L � L O 0 � �l � Q R•! Q) O lL 2 or 2 LAST PLOT DATE September 22, 2006 ALLIED PRECAST 561+9 CARDER ROAD )PI.0*0, FL 32810 FT;. (607) 293-9510 rel. (407) 29.7=0991 878.5 PLAIN 8 LINTEL . A -I 2-1111 LINTEL' 1_7 PkAV'ITY LOA[3 5 l pLF1, (7)'3 0f'1 0%0 RRINP, RVIJP PL A lfQ q 1501 6 A l 516 Im®�2� r]) ' 1 r7! '? ,041 AI 1—t .- x1 l+1'7 (2)' ? 19Dh 2119 19 bII 1 Im LINTI1L NUMBER TOTAL LEtJGTP C.LI!ARlOi' erAN A I ]'•10" 7'-7 A -] 3'•b' 2'•10'Ll 3t3fd2. ' . 3',11' (2q.} ' (]J' 3 (]) .4. 6A 76P6 3891 4754 Es 1 A..3 4? 6' .;,10 f7) F 1 r7J' i (71, ' a Y7) ' 4 174'1401 0,11I21b Sisb tu ,I 17811 ... 03 }yBiL �. ..._. 46E ®ol IIG2 13dD 5,-V (7) .'' ] 091 I� A-5 1'-6' b'•Ild (7) •, b .; A -e IT. 4' _ Io' -n' ' 3 12A 153b — (])' S NR�.M'I;., X11 6212 1x1 961 9Q9 ] B i 52 4 650 lbb 669 12,;E. l]6 85m IIIA (7) F' 3 (2) ' 5 Nm 1 7-- .6 " 5l6 13'- A;1 10':bl �'-10' 12J' 3 (7;1 • A ?t9 531 r _ 116a 22e16 A-8 I!'.I I®'=e' '(I) 3 (t! (I! ' S (.71'b ^96 ��� .dt Abr1` I!<: r� d�A'•v,'a YI�7.'%�� M1 ,.., 15 ih �1,.l.._;:: 4-e 17'---a' 17'•0' (71 ' 3 f7)'3 } j 7111114 I•ag bI 1n6b IT (I) ' S (7'1' 761 2 8 1794 1638 A -II 1.1'•D' IV -4' (7) ` 3 •i.'.. Vii.. , � '�� ' IuT.i�l:�3:v� .-MkiaT. '"si.xS�;7i, � sx ' .a wa:i.:ii.T�;'�M :x.as:.; 378 pll 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 AAf{'Agin �,.1 '' Y. t..... :'. b l9Arc,r.,ff.. 919 A_IA 121'-0' ID'•4' (7)' 3 ., A. .IA 1._..: 5.�: V � ...'.. . 6.:xY1arH ..�I[L=•�'..L-..- a.. .•' .'• ... . � •.: ..':. c'a NO, f NOT RECOMMFNDED - LINTEL. 8" LIlr.lr L SAFE UF1LIFT Li,_)ACDS ('FLF) LATEfRAL 5(F'LF? rnTAL F__ cl,En2 LENGTH L.BNOTH SPAh1 REINF, RBINR, 878.5 PLAIN V ! f 1 ,.1•,' (, / ,,,,,,,, a!? T,,r.�' A -I 2-1111 ]'•2' ' I,71'7 (7)'3 3E2'2 9'5015 10000 11 —_ .-. q 1 W C+. .�-.- ,L _ x41`1`1. (..,' - IuLV'�I'it1 Ju..L� . ... � � �--'•.---.-�.+.11 •.. "'�" '.'.- ' —A -p 3'•6'— )' I¢' (7) 7 (i)" 3t3fd2. 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PLACID IN 0-PIICA6T LIIJTAIL. AT T!l OP FABRICAtI'. A�1r1 Abl6 ((5RADt 601 I.V) STdEL IN LB4TEL AND KNCCKOl1T BLOCK (PLACED IN PIEIn +All -1 Abl6 ,6RADE AO), I.+ Pt TAIL RENFORCEI-IENT IN ACCOIROANCH W1114 4C1 )I5 1 A CONCRETING OI'RRATION6 64ALLI 60"F'Lr UATW ACI 6IANl b 1 rI a 50N IE T 1 1.1 pLF 51bN AND CON6TIAICTION IIWAL1 CGVPOIQM TO Tut 6IbECIf+IC A.,.. ^f: Co T14E. HATICOAL CONCRETE r1ASO1'I1qr A66OCIATIrltt AND ACI SDC --07 !.7 r11AIIr1Ur1 MASGNAT 4111 61RINOTN, Pri I6Gm P51. 3.1 MORTAR &WALL RE T"Fle 6. 1'6TRUCIURAL, AJ $APE LOAD VAL016 AIRI CARD ON LINIISL6 NAs1I4tj A'OE•1p�fs A t1tNIM1H ACC.EPTAeLe 1911,1R1140 CNq 4' rllR ILOR•IDA Sl :r70t, 70 RR61C)INTAL, PCTION Rl It GR FLORIDA DUILD106 GOOF 701. I BUILDIPe4, SeGTICN Tlill A.7 LINTEI.6 THAT ARE 6AFATER THAN IA'•O' CLEAR SPAN f1U5T !9P PROVIDED TIt1!10RARY SUrPORT, NOT TO bt REt-IOvED UrrrlL TWO (1) DAY6 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 IBF.IIJF. "h 5GNHDULEJ �� — ryRouT - 'S YIELD ADDED REE5AR AT LOWISM LIN'TI~L CAVITY �-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 'k44l7ll111110 Ire# No, 60122 5 A T Or., (v i a 5AMUEL A. 6FEEN5EFR6, P.E. °34245 IRL1)IN -I. BENSOti, P.E. '•491958 THUY N, NU1'NN, FE '6012: �AN.5C0 D I[: ENCIINEERINCA, L,L,G, PG1, 5Cx 14x="11 • APOLLO C'•r'At%'"i . ►Le?AIC>A - 1?Syi FxAOJC rtlsl 16411. c64 IIe IS" . (rail) b416 yM T.TK! M W' rl7 R d�XO MIiI MOS «t, WI 'Vf tql f•�61iM1 a ,kmcl..wf !(h=ltx to WAVT-mm Vic R rvQN nt - lam 5HINGLE6 TO MATCH EXISTING I I I OVERHANG, FACIA 4 TRIM TO MATCH EXI5TING ! 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: 1/2" = II—O" SIMPSON H5 W/8 -8d - ALL RAFT ERS 10' OR GREATER SPAN 2" X RIDGE BOARD -(2" NOM. LARGER TITAN RAFTERS) (EXE. 12" RIDGE BD. W/ 1.2" RAFTERS) TOI'NAIL EACH RAFTER W/2 12d AT EACH VALLEY STRINGER NAIL @1 ENGINEERED TRUSSES ONLY >� NAIL PLYWOOD AT VALLEY W/ 8d AT 3" O.C. TO VALLEY STRINGERS 2" X 4" BLOCKING @1 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 (D 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 LATFRAL BRACING Z n 4 UTA". L I{VJJ T3r(HUIIV _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. FROM HIP GIRDER TO 'X' BRACING I I BETWE LATERAL BRACING —(T IPIJAL)1 -- r --- -- NOTE: ALL BRACING TORE STUD/UIII_ITY GRADF SPF OR BETTER TYPICAL PERMANENT TRUSS BRACING DIAGRAM NTS PIANS REVIEWED CITY OF SANFORD m, PLANS REVIEWED CITY OF SANFORD 't 1 ! PERMIT • 07-4 so 01, -e Q \ Si 6, -J REVISIONS S-20-06 CROSS aECT ADDS - II.2`��n/ri CEII.)r)G-To(sT'y �EHC)V� AREA ANALYSIS TOTAL 151 S.F_ n1n..`. HCl ul rC 0- V -A `n �i1 d cl7 tU � 7 o VJ v 0 � c p p ec (� s�9� �U cL 10 0 0 0 d) Tv u m U U fl- p iT I 0 V 3 ht U Q 7 JL smQ o d) N to U F 0 17g t L pQ � d) 9_ W n U til fn U } �3o� m ,• z Q W� Q y:: o u .c(Y�U� r L L O 0 O � Q z Sheet 2ew 2 LAST PLOT DATE. SArtomwi r- 22, 2006