Loading...
HomeMy WebLinkAbout821 Catalina Drr °ormiti/: v--7_ 111-3 CITY OF SANFORD PERMIT APPLICATION cribAddress., oat a Z Rcription of Work: YO i istoric District DLA m -`z r o,.jy Zoning: • 'Date: 2), f I / ©Fi�tel t B 0 Y 2007 , V'6"``'1J".-tjC-'ri-`otal Square Footage LMalue of Work_ S I US, OAC ;rmit Type: Building Electrical Mechanical Plumbing Fire Sprinkier/Alarm Pool ectrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole echanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) umbing/ New Commercial: # of Fixtures _ # of Water & Sewer Lines # of Gas Lines umbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial xupancy Type: Residential Commercial Industrial mstruction Type: It of Stories: # of Dwelling Units: Flood Zone: (FENIA form required ) w•a'ers Name & Address: �yawpy `-y A+ `r-' L Ui- tZ Phane:- ritr--actor Name &Address: 5�d fir: fa SS 1 L r L a y State—'taceuse Number G LC] L1 10 1 3 one & Fac:ontact Pers n: Phone: _ nding Company:�5� ��.. (dress: _ utgage Lender: :dress: chitectlEngincer dress: Phone - Fac: plication is hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to the ranee of a permit and drat all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate mit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and Z CONDITIONERS, etc. dNER'S AFFIDAVIT- I certify that all of the foregoing information is accurate and that all work will be done in compliance with ail applicable laws regulating isttuction and zoning WARNING TO OWNER: YOUR FAILURE-' TO RECORD A NOTICE OF COMMENCEMENT MAY RESUEf IN YOUR PAYING !ICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN TORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT_ NICE: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. xptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or _ Produced ID Date Date requirements f Florida Lien Law, FS 713. �' 1 I Signature ofontractor/A\\\\\'�\\Date X4f- T„r�/ Nri ontractor/Agent'�oary. 1" tt . 1 Wim' . Signature of Notary-Sa af.Fdor dam 0 o Date o °pony TM,p Contractor/Agent is PecIl�or Produced ID `l 3% 21 -6 'ROYALS: ZONING:C4e d////UT IL- FD: ENG: BLDG: tial CoMitions-*i�l7G>0- 03/2006 NOTICE OF COMMENCEMENT Permit No. -100 Parcel ID: 3 k - V'\ ' 3 I '' � -00c'° - c' State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. ..... .aI'm nam11gal 11too 11iMWgoif a a 11111 a aaIJill MARYANNE NORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06574 pg 17211 Q pg 3 CLERK'S # 2007016341 RECORDED 02/01/2007 11:01:12 AN RECORDIND.FEES 10.00 RECORDED BY S Putt THIS INSTRUMENT PREPARED BY: NAME`'!, :a ADDR. 1. Description of property: (legal description of the property and street address if available) V..r Ntj- o r v r `1y.',n.%2.JJ 2. General description of improvement: E ✓� .o «�--� �- + t� ��� a of� :T� v -� 3. Owner Name and address: ��r-p , �'+ �-� E��^�`--� p "J %� s �I o 3 r �' r` L- i- L a. Interest in property b. Name and address of fee simple titleholder (if other than Owner) 4. Contractor Name and address: S-LPrs, 5. Surety a. Name and address b. Amount of bond 6. Lender Name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address 8. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) Si ature of Owner Sworn to (or affirmed) and subscribed before me thi \\\0\11II�II111 f , 20 , by � �pMMss✓ . .Y Personally Known or Produced I na tion P''dry y6ti Q% CER(IFIED COPY Type of Identification Produced �13 -io= MARYANNE MORSE _ v • y I'` �°' CLERK OF CIRCUIT COURT �J/I -� • '<9 IDA Signature of Notary Public, State of Florida/i,Z'STAIFf s� Commission Expires:\� IFEB.2007 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL DAVID JOHNsoN, CFA, ASA PROPERTY APPRAISER SEMINOLE COUNTY FL. 1101 E.FIRsTST 9AHFORo,FL32771-1468 407-665-75M 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-512-0000-0700 Number of Buildings: 1 Owner: HALTERMAN RANDY Depreciated Bldg Value: $71,241 Mailing Address: PO BOX 540256 Depreciated EXFT Value: $0 City,State,ZipCode: ORLANDO FL 32854 Land Value (Market): $24,131 Property Address: 821 CATALINA DR Land Value Ag: $0 Subdivision Name: MAGNOLIA HEIGHTS Just/Market Value: $95,372 Tax District: S1-SANFORD Assessed Value (SOH): $95,372 Exemptions: Exempt Value: $0 Dor: 01 -SINGLE FAMILY Taxable Value: $95,372 Tax Estimator SALES Deed Date Book Page Amount Vac/imp Qualified WARRANTY DEED 01/2007 06564 0449 $110,000 Improved Yes CORRECTIVE 06/1998 03681 1369 $100 Improved No DEED 2006 VALUE SUMMARY QUIT CLAIM DEED 06/1998 03446 0305 $100 Improved No QUIT CLAIM DEED 06/1998 03446 0302 $100 Improved No 2006 Tax Bill Amount: $1,799 FINAL JUDGEMENT 06/1997 03257 0141 $100 Improved No 2006 Taxable Value: $91,415 WARRANTY DEED 02/1989 02055 1811 $35,100 Improved No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS CERTIFICATE OF 05/1988 01958 1146 $41,100 Improved No TITLE WARRANTY DEED 01/1982 01375 0405 $38,000 Improved Yes WARRANTY DEED 09/1981 01357 1457 $100 Improved No Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick... L] Fronta Method ge Depth Units Price Value LEG W 1/2 OF LOT 70 +ALL LOT 71 FRONT FOOT & 75 140 .000 325.00 $24,131 MAGNOLIA HEIGHTS DEPTH PB 5 PG 76 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE 1950 6 1,165 1,468 1,165 SIDING AVG $71,241 $116,312 FAMILY Appendage / Sgft OPEN PORCH FINISHED / 42 Appendage / Sgft CARPORT UNFINISHED / 261 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 our next ear's property tax will be based on Just/Market value. http://www. scpafl. org/web/re_web. seminole_county_title?parcel=31193151200000700&cp... 2/8/2007 3/20/2007 9:32 AM FROM: RCMDS 386 789 6690 RCMDS TO: 7746843 PAGE: 002 OF 002 or— • .I 111T— (0F[RCV= SNEET 1 OF I M®ly�t End 1neer ine L -L -C, Certificate 1060 E. INDUSTRIAL ®RIVE 5UITE LU ORANGE CITY, FLORI®A 32163 of Authority #00009855 1 Certift That I Nave Reviewed The5e PIan5 and They Conform To: Chapter 16 of the 2004 FLORIDA BUILDING CODE or Chapter 8301 2004 Florida Re5idential Code FOR 120 ENG. OF REC. Wind Importance Factor I, Build Category II, Wind Exposure B BRYAN MOLYET IntErnal P51 Coefficient #/- 0.1a, Components 4 Cladding De5ign P5I #25.9/-34.1 PE#041509 Garage Door De5ign P51 +21.6/-24.4 No Other Gertification5 Are Stated or Implied IROBEIRT METZ [)RAFTING 2041 EAST PRAIRIE CIRC. 4 DESIGN i N0.(388) 189 8(a90 DELTONA FL. 32125 ADDENDUM SHEET "loF I TUESDAY MARCH 20th 2001 This addendum (01) Dated 03/20/01 is for Mr. Randy Halterman Job location 821 Catlina Dr. 5anrord, FI. ITEM Al) FOOTIW, DETAIL 2x8' PT JOIST META12 3 I/2x1 1/2 WEEP HOLE DRANAGE 3 REQ'D. O' L J CIO, a or I _II 2500 PSI 16x12 FOOTING W/ 2 05 RB DONT. WITH 8x8 FORMED STEM TO DECK (BEARING W/ 1 05 R CONT FORMED AND POURED STEM �f - 17D Code violations found during inspection • are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 0 0 llz W r � Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy N 00°00' 00" E 100.0' EXIST HOIUSE 1 STORY BLK/I WFS EXIST HOUSE ROOF Client and Consultant each agree to indemnify and hold the other harmless, and their respective officers, employees, agents, and representatives from and against liability for all claims, losses, damages, and expenses, including reasonable eys , to tne am such claims, ims, damages, or expenses are caused by the indemnifying party's claims, losses, damages, or expenses are caused by the joint or concurrent negligence of the client and Consultant, they shall be bome by each party in proportion to Its negligence. The standard of care for all professional services performed or furnished by the Consultant under this Agreement will be the skill and care used by members of the Consultant's profession practicing under similar circumstances at the same times and in the same locality. Consultant makes no warranties, express or implied, under Agreement or otherwise, in connection with Consultam's services. LEGAL DESCRIPTION LEG W 1/2 OF LOT 70 + ALL LOT 71 MAGNOLIA HEIGHTS ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 76, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 31-19-31-512-0000-0700 LOT 4 n PROPOSED PORCH ADDITION O O O T— W VIA nplm A0 0 �+ {1 11 L r L_ N 00*00' 00 E 100.0' 0 ' IrERMI ", 4JAL! PLOT PLAN SCALE 3/32"=1'-0" 'M Q) 5 � obi a! W '36 0 ENG. Of REC. BRYAN MOLYET PE41505 (Date 01-12-07 1 Scale 3/32"=1'—O" 2006662218 Sheet No. LC zLL Z 61 n < eW a Ln n U g�Q O }N— U wz �y— r n WQ a (V (Date 01-12-07 1 Scale 3/32"=1'—O" 2006662218 Sheet No. SHEIrt 1 OP 1 LLQ Certificate 1060 E. IND1.15TRIAL DRIVE WITS W ORANG5 CITY, FLORIDA 32163 of Authority #00009B55 I Certift That I gave Revieuled These Flans and They Conform To: Chapter 16 of tete 2004 FLORIDA BUILDING CODE or Chapter R3012004 Florida Residential Code FOR 120 ENG. OF REC, Wind Importance f=actor I, Build Category II, Wind Exposure 5 BRYAN MDLYET Internal PSI Coefficient +/- 0.18, Components 4 Cladding Design PSI +25.9/-34.1 PE#041509 Garage Door Design P51 +21.8/-24.4 No Otter Certifications Are Stated or Implied ROBERT M€TZ DRAFTING 2041 �A6T PRAIRIE CIRC. 4 [DESIGN INC. (3aw is9 6690 DrEI-TONA FL. 32125 ADDENDUM 3HFET "lor 1 ThursdagFebuarSj 22th 200-1 This addendum (*1) Dated 2/22/01 Is for Mr. Randy Halterman Job location 821 Cathna Dr. 9anfard, Fl. Initial plan review February 19th, 2001. q �p Items: Al and A2 tlru 51,62.a el 83. PLANS S R E �`!®g IIE tltfgyp® E D ITEM A1)MINhaOFFaNpATION CITY OF SANFORD ---------------- ------------------------- V2, ------- -- ------------------V2, ,m . a2W O.G BHN.2 PA REAR PORCH J, I ■ II 1 ®Bx8x8 CMU SHALL BE Gr�t% i 9 TURNED SIDEWAYS (OPTIONAL LEAVE BLK OUT) r —W' IO ANC" a uy •74' O/G (MRL 7 £A 1 PARCEL FOOTING PLAN ITEM A2 )Roa SLOPE OVER T14E FRONT PATIO. THE ROQF SNAIL BE A 12' TO 3' SLOPE TO MATCH EXISTING. I TE M S 1 PRovor SPArw FOR rwoR Jow RAMRS AW cEILLINrx J01515. ALL FLOOR J015T, RAFTER.6 AND CEIILING JOIST SHALL BE SET ON 24' ON CENTkI ITEM S 2 BAR PAi10 wti"�=R JOIST SIXm ATTACHED 5HT 3 ITE S 3) marlrro tvmR5 51z1N* SEE ATTANED 51475. 3,5,11 �- FTG. W/ (2) 05 t I ( — 4' CONC. -- II 05 REBAR TTP. I I BENT BAR W/ 25' LAP E.W. TYP OF 2 CORNER BAR DETAIL . -et aj V ----- -- -- — - — ----- ® ------ 1 ---------------------------� # I I i t 1/2" RB ANCHOR W/ EPDX I # a24" O/C (MIN. 2 EA.) REAR PORCH I I i 1 ® igI TICAL REBAR EXIST HOUSE I I I I END STUD I I PLATE I I SIMPSON ABU66 i # .,.r-IOR BOLT m36" O/C (MIN. 3 E FINISH GRADE (SLOPE AWAY FROM FOUNDATION) -r 111 12" -FRAME TO BLOCK CONNECTION --� 2 EA. NO.5 #5 REBAR & 25" LAP SPLICE 16" (3" CONCRETE COVER) 2500 PSI CONCRETE 16 x12 A FOOTERDETAIL r— 1/2' RB ANCHOR W/ EPDXY e.24' O/C (MIN. 2 EA.) COVERED FRONT PORCH I®# FOOTING DETAIL A THIS SHEET i I --- -- — —-------- --J i 8" CONC. BLK VERT. ROD W/ 10" STD. HOOK & CONC. FILLED CELL ® 8'-0" O.C., GRADE 40, 25" LAP SPICE 1/2" RB ANCHOR W/ E a24' O/C (MIN. 2 EA.) 1/2' RB ANCHOR WJ EPDXY 024' OIC (MIN. 2 EA.) , FOOTING PLAN 31w =;r 3 U., W��� n ENG. OF REO. BRYAN MOLYET PE41505 Date ,01-12-07 /`j Scale 3/16"=1;= 20066021f Sheet No., 2 N cil ,, n LL LLA m Q Q 0 L � w on sL� m Lel ° rn +�— U ids W� o 2 z WW o0 ZW �o (,� Date ,01-12-07 /`j Scale 3/16"=1;= 20066021f Sheet No., 2 321-e• 0imrwly manic FLOOR JOIST/FRAMING'Pt 91A = REVISION 1 02-19-07 Date 01-12-07 Scale'S/:16"=V-0" "'200666221� Sheet No. 1 �� i 1 '\ 3 Its.ICL. m I -- ,-2 - Q N 7� 0 d r - � W ENC. OF REC. BRYAN MCLYET PE415M Date 01-12-07 Scale'S/:16"=V-0" "'200666221� Sheet No. 1 �� i 1 '\ 3 m I -- C14 m 0 d r - � W N �m �® I—ulz ua 2MA E3 Date 01-12-07 Scale'S/:16"=V-0" "'200666221� Sheet No. 1 �� i 1 '\ 3 3 EQ STEPS 3 EQ STEPS cl W ENG. OF REC. BRYAN MQLYET PE41505 31 Date 01-1,21."D3' Scale .x%16"=1 '—.Q" 2006,662:21 Sheet N©. DECK PLAN = 3/lir 9�_7„ PROPOSED CONSTRUCTION I EXIST. HOUSE BEYOND 25/14 PRCH 12 5HNGLE5 OVER 154 FELT 1 ort5A (4-PL1� PLTWO 3fATHNG OVERPrtffAB W0. lRusgS 7E &5 RlFRRS i FELD, a cj ze ar- �� HURRICANE CLIP TO IOr1ER AND TOP PIATE Er nuFNCm -j Mw_ELoR AUK MF N11.., R -]D • 1/4' OYP. m 9 CONC. `u' aK HUED W/ CDIIC. 5 1 +5 R®CONf. 1'Sd F (iiAUE 10-75• LAP SFEE • Y4' P -T. 1106' 1a EMDD cm RNIERS 18' PAST u IAI6 R11.0sr aff- uxTEL W/ 1 1% KEBABS ExIST_ N.INN. WNDOW-SEE FIR. Fi.AN EXIST HOUSE WD. OR NARRLF SIDCL� w 0 b E1asr. 1//2' D HiMIALL ON P. is TRNC . \ 0 iu' OL R -s W/ R-5 _ tstTIDM NSULATKN T. 2so 3 PSI 4' NC. SLAB W.U./10 9 6K f 10/10 5H W., 9R R MESH FF. I. DOST. VAPOR DWtER w DOST_ COMP. FLL b s ' y'.', LL r NN. 18' 2x8 PT LEDGER 1/4x3.5' TAPCON EVERY 16" OC COVERED FRONT PORCH PFEBA r ORB' SLL EMIOR HNLSH 7v. 5-008':18' Olu SLDrK N/ MLUD VENEER OR 5nF= ELK R 105 DOWEL (iME A 25' LIP SPICE W10 SID. HODN 1/43 " TAPCON EVERY 16" OC 2x8 PT LEDG R ! Ar DONC. ELX v/ 1 q ML ROD W/ Ia. M. H CONC. FLIED CELL 0 W-4 RRADE 10. 75' UAP SPICE GRADE Dw. — 10'00 te' CONC. FM r/ 2 +5 OONr. 7.6' LAP SPIRE Eal I SHNGLFB I 150 FELT / 41:0-s h 44 PT COLUMN 12' 6x6 PT COLUMN 12' 5/4" PT DECK BOARD 2x8 PT FLR JOIST 12"x 16" CONC. OR 5/B' (4-f�L1'S PLM DFATHNG OVER PFUAEE VD- TIUSO 5d 4' EDG[ 12' FVA DC.) HURRICANE CUP ��I 2x6 FACISA 20 2X12 PT HEADER je END. OF IEC. ERYAN NOLYET PE415D5 tD- u. ry NOTE; _O STAIRS RISERS TO CONFORM TO FL. BLDG. CODE m B o OPTIONAL 2004 EDITION U SHOWN GUARD RAIL TO CONFORM W Z TO FBC 2004 ADDITION �` (n �' cl (2) RISERS + (1) TREAD = 24"-25" TOTALLn r 3/16" MAX. VARIATION IN RISERS/TREADS 86 [� ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN TOP OR (� PV BOTTOM RISER W Ll1Z HANDRAIL CIRCULAR CROSS SECTION DIA. Cr TO BE 1-3/4" + - 1/4" OR PROVIDE EQUIVALENT )v/ U66 TYP GRASPABILITY jw4 � O,z2a Q[ a00t 4 EQ -STEPS �l PLANS REV11EWE® ITV OF SANFORD Date 01-12-07 GRADE s #Scale ;3/16"=1'-0" �'2006652218 ti...C�heet No. W/ 2 #5 REVISION 1 02-19-07 �� ROOF PLAN 1- cn ocn cn U- m z U - o �Ul �Ln u CI W Z U� i r, LI1 M od Ii2g(n +—U .DIY Iz cn .o N Date 01-12-0,7. Scale 3./1'6"=1'-0`' 20 666221,"'8t Sheet N-9. 6 gew� �2 Q) 6 ENG. OF REC. BRYAN MOLYET PE41505 1- cn ocn cn U- m z U - o �Ul �Ln u CI W Z U� i r, LI1 M od Ii2g(n +—U .DIY Iz cn .o N Date 01-12-0,7. Scale 3./1'6"=1'-0`' 20 666221,"'8t Sheet N-9. 6 FRAMING PLAN PLANS REVIEWED ry OF RD r Dote 01-111-- Scale-- 20066622,11 1-112—Scale_-20066622`1 Sheet Nb. 7 .���1 Wx x m ao tlt Ld Q ENG. OF REG, BRYAN MOLYET PE415O5 Dote 01-111-- Scale-- 20066622,11 1-112—Scale_-20066622`1 Sheet Nb. 7 .���1 ti %-4U 0 u *_0" FRAMING PLAN 1 4 = 1-0' r r � Q Or r LL cn z tL LL Z N LL Ln F w 0 �W Q � z o ga (Y - Q 3 Date 0T '12=07 Scale 71 T Tt a p W Ilia mm �� y� U1 lULd p tISS +1 L 0 L ENG. OF REC. BRYAN MOLYET PE415O5 r r � Q Or r LL cn z tL LL Z N LL Ln F w 0 �W Q � z o ga (Y - Q 3 Date 0T '12=07 Scale 71 T Tt 514INGGLE5 150 FELT 1/2" O.S.B. SIMPSON 24" STRAP AROUND TOP PLATE \- TOP CORD 1/2" OSB GU56ET NAIL ad 3" OC STAGGERED 0 � Y 0 . c: I - t : 9 lill w� 4 ul 27 o3 i ENO. OF REC. BRYAN NOLYE( PE41505 PLANS REMWED ., ciTY OF ANFOR Oate Q1-12 07 CEILING FRAMING PLAN 20066&221 Sheet No. 3/16" ; 1-4* 9 NAILED TO 'TRUSS ` W/ 2-12d MIN. TYP. CRIPPLE WALL ON TRUSS /2 x NOTE5: SPAN RATED ROOF 6NEATNINCx ATTACHED WITH 8d NAILS e b' O.G. AT SHEET PERIMETER Az— AND 11' O.C. AT INTERNAL SPACINGS. STAGGER END AND INTERNAL JOINTS. ALL HURRICANE MOLD -DOWNS FOR WOOD TO CONCRETE ARE 5IMP50N META -16 UNLE55 OTHERWISE NOTED. ALL HURRICANE HOLD-DMN5 FOR WOOD TO WOOD ARE SIMP50N MT5-16 UNLE55 OTHERWISE NOTED. 2 x(o TYP NAILING PER SCHEDULE (Sd NAILS 0 6' ON EDGE 12" ON INTERIOR) !' MIN. STRAP O TRUSS TYP. CHORDS 2X4 03 SYP OR 02 SPI` MIN. U.N.O. 24' O.G. TYP. TRUSS TOP CHORD TYP. WALL SECT. & FTG. DETAIL /2x6 TYP REVIEWE CIV OF SANFOR 2X8 RAFTERS AS SHOWN AT 10'-0" OR GREATER SPAN 13'-0' MAX. LENGTH THE RIDGE BOARD SHALL BE 2x10 ROOF FRAMING PLAN 3/16. = 1-0" tj LU a " ENC. OF REC. BRYAN MOLYET PE41505 n ry � o� N O � n `s (V- 39' ' u - U_t2 t2 1L LLL N 'N !Ql z d) N 2<1 W in 2 2xro ryp d m 20 ®LL - - - - - -� 1 1 0 z WN �W as 2x10 RID 0E B )ARI TY I I 41'-0t 1,11 -Hi L i x�0 P T P OV ED FROT P RCH 2X6 1 11 24' 2X8 TYP 2x& TYP /2x6 TYP REVIEWE CIV OF SANFOR 2X8 RAFTERS AS SHOWN AT 10'-0" OR GREATER SPAN 13'-0' MAX. LENGTH THE RIDGE BOARD SHALL BE 2x10 ROOF FRAMING PLAN 3/16. = 1-0" tj LU a " ENC. OF REC. BRYAN MOLYET PE41505 n ry � o� N O � n `s Date 01;, -12 -07, - Scale 1=/4" =>1'-0" 200666.221 Sheet No. 10 (V- u - U_t2 t2 1L LLL N 'N !Ql z d) N 2<1 W in 2 n- d m 20 ®LL �U WZ 0 z WN �W as �� Date 01;, -12 -07, - Scale 1=/4" =>1'-0" 200666.221 Sheet No. 10 544W zLES ib• MLT 1/2' 0- 8J5 - SIMPSON 24' STRAP AROUND BEAM 26 2x12 61EAM EXIST. TIi.USS SIMPOCN 24' STRAP AROUND TOP PLATE (oxb PT COLUMN Vv 8" CONC. BLK, W/ 1 #5 VERT. ROD W/ 10" STD. HOOK & A5U66 TYP CONC. FILLED CELL @ 8'-0- O.C., GRADE 40, 25- LAP SPICE FINISH GRADE (SLOPE AWAY FROM FOUNDATION) 12" 2 EA, NO. 545 REBAR & 25' LAP SPLICE 16" (3" CONCRETE COVER) 2500 PSI CONCRETE 16 x12 COLUMN DETAIL NOTL" - FOOTING TO 13F 12' eFE -OW GRApE MINIMUM - REBAR TO HAVE 3' MINIMUM COVER 2OP 2X12 TEAM — mom Rums 3 EQ STEPS 3 EQ STEPS �►s �! is 20 2X12 BEAM iLl N ENC. OP REC. BRYAN MOLYET PE41505 0110M PAO= l.J f rl r- 1 � m e U4 _ U e a r W W 3 2 3 E4 STEPS PLANS RV EWER " ��u CITY OF SAMFORD � z o1a m r Trate 01-12-07 2006662218 Sheet No. FLOOR COLUMN PLAN 1 REVISION 1 02-19-07,18 2-19-07 ��