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Home My WebLink About908 Elm Ave #11-1354- Interior remodelL PERMIT ADDRESS �OS S • Elm Aqe.. CONTRACTO ADDRESS PHONE NUMBER PROPERTY OWNER It ,n1p, Zw r /d,.,F; PHONE NUMBER (" 701 L4 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER SUBDIVISION PERMIT # IL ' 4 DATE PERMII' DESCRIPTION _ PERMITVALUATION pis_c SQUARE FOOTAGE 14P 4 y n b a t� Application No: l � �) S Job Address: 10 8 Is 1 m' A P�ECEIVEE APR 2 8 2011 =-CITY OF-SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F _ Documented Construction Value. V Q Historic District: Yes 0'' No ❑ Parcel ID: 2.S --0-30 -SAG ~ lT-I -002N Description of Work: 43011-014C, liV E( _i6R_ SW I tZ CH Plan Review Contact Person: Phone:! '/a 7 '70/ ons s Fax: Zoning:. . 9 "o ✓AL- 61:: h (4 1, L_ a10 I - Title: 67 /IVa - E -mail: J-Czu T MH�1 C's 7gvc ml CoM Property Owner Information Name _NI COLE k1ascdM8E Phone: Street: go 8 S FL A4 ft ✓E rl u e Resident of property? : YE A City, State Zip: ' S'/ -1-f` FoW FL 3a-3,11 Contractor Information Name 4 Street: City, State Zip: Phone: Fax: State License No.: Architect/Engineer Information Name: J HGIC Ciµ"-HiFtr mAtj Phone: V0 - 70/ 097s_ Street: City, St, Zip: A-L7-Htt ON -' -C -FL- Bonding FL Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: 1 Electrical ❑ New Service — No. of AMPS: Fax: E-mail: J G� u2M�nl Gz STjzuc7 u2f1 Cc�y Mortgage Lender: Address: PERMIT INFORMATION Construction `.Type: Flood Zone: J_% No. of Stories: Plumbing ❑ New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: Ate did PERMIT # r SAME HAN( AND BALUS CONTINUE j EDGE OF H OPENING +9'-8-3 4" 2ND FLOOR HANDRAIL AT FIRST LANDING SCALE a 3/4"- V-0" BASCOMBE RESIDENCE STAIR HANDRAIL AND BALUSTER DETAILS 908 ELM AVE. SANFORD, FL 32771 JOHN GUTHERMAN JR FL. 60880 DATE: 5/12/2011 4" OR GUTHERMAN STRUCTURAL IN( 26q BUTfERCUPCIRCLE ALI'AMONTE SPRINGS FL 32714 P: 4()7.701.0875 LIC X2 %i SK -2 -l. 2ND FL00_ . R,L SCOPE OF WORK: T.O. FRAMING _ � _ -------------------------------------------- .............................................. 1.) INSTALL NEW FOUNDATION PADS FOR NEW WOOD POSTS SUPPORTING 2ND STRUCTURAL NOTES FLOOR LOADS. ------- -------------------------------------------- 2.) SHORE EXISTING 2ND FLOOR FRAMING FOR OPENING OF BEARING WALL, AND CODES AND STANDARDS INSTALL NEW STAIRWELL OPENING IN FLOOR 1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE:: 3.) CUT AWAY EXISTING FRAMING WHERE NEW STAIR OPENING IS GOING, INSTALL NEW MICROLAM BEAM WITH NEW LUS26 HANGERS FOR EXISTING JOISTS 4.) CUT AWAY PORTION OF EXISTING BEARING WALL AND INSTALL NEW MICROLAM EXISTING '2x8 FLOOR EXISTING 2x8 FLOOR BEAM. A. •FLORIDA RESIDENTIAL BUILDING CODE .2007 EDITION WITH 2009 SUPPLIMENTS, FRAMING FRAMING FOR A 120 MPH WIND SPEED, EXPOSURE C, +/- 0.18 INTERNAL PRESSURE COEFFICIENT, 5.) PROVIDE NEW DBL 2x6 HEADERS IN EXISTING NON -LOAD BEARING WALLS FOR 1.0 IMPORTANCE FACTOR, AND BUILDING CATEGORY 11. EXISTING FLOOR. FRAMING KITCHEN PASS THROUGH. WIND LOAD UPLIFT IS +14.9/-23.7 PSF INT. ZONE TO BE CUT AT EXISTING WIND LOAD UPLIFT IS +14.9/-41.3 PSF EDGE ZONE NEW 4X4 COLUMNS BEARING WALL LOCATION WIND WALL LOAD IS +25.9/-28.1 PSF INT. ZONE TO INSTALL NEW MICROLAM WIND WALL LOAD IS +25.9/-34.7 PSF EDGE ZONE AT EACH END W/ BEAM. PROVDE SIMPSON THE EDGE STRIP IS 3.0 FEET WIDE SIMPSON AC4 POST LUS26 ROOF DEAD LOAD 15 PSF (SELF WEIGHT, CEILING & MECH'L) CAPS FLOOR LIVE LOAD IS 40 PSF FLOOR, DEAD LOAD IS 10 PSF B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318/ 2002 EDITION). C. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315/ LATEST EDITION). D. NATIONAL DESIGN SPECIFICATION, WOOD CONSTRUCTION NDS/2001 EDITION. SHIM BELOW. NEW WOOD COLUMN WITH 2x BLOCKING CONCRETE 1N FLOOR BEAMS ARE NOT DIRECTLY 1. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: 1ST FLOOR BELOW "---------"•" -- A. A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 0 28 GAYS T.O. FRAMING -------- - - .. ......- B. SLUMPS SHALL BE 4 MINIMUM AND 6 INCHES MAXIMUM. 8x8 CMU BEARING C. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.55: PIER FOR NEW 4x4 COLUMNS W/ 1#5 G. JOBSITE WATER SHALL NOT BE ADDED. VERT. 3. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI NEW .FOOTING BUILDING CODE (ACI 318/ 2002 EDITION), THE ACI DETAILING MANUAL (SEE PLAN) (ACI 315/ 1994 EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/ LATEST EDITION). WOOD 1. ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY -USE". MOISTURE CONTENT MUST BE 19% OR LESS. STORE WOOD FRAMING ABOVE GROUND AND UNDER TARPS WITH PROPER AIR CIRCULATION. 2. ALL LUMBER SHALL BE SOUTHERN PINE SPECIES #2 GRADE OR APPROVED EQUAL. ALLOWABLE DESIGN STRESSES SHALL FOLLOW NATIONAL DESIGN SPECIFICATION (NDS) (LATEST EDITION). NEW FLOOR B E A p I N /-` D E TA I 3. PROVIDE SP ACQ PRESSURE TREATED LUMBER IN ACCORDANCE WITH AWPA f1 G STANDARDS TO A MINIMUM 0.40 PCF RETENTION WHERE LUMBER IS IN CONTACT SCALE 1/4 1'-0 WITH CONCRETE/MASONRY OR OUTSIDE OF BUILDING. ALL METAL CONNECTORS IN CONTACT WITH PRESSURE TREADED LUMBER SHALL BE GALVANIZED WITH A RATING OF G-185 AND CONFORM TO ASTM A653. ALL NAILS AND SCREWS USED WITH PRESSURE TREATED LUMBER ARE TO BE HOT -DIPPED GALVANIZED AND TO CONFORM TO ASTM A153 CLASS D. ELECTROGALVANIZED FASTENERS SHALL HAVE A CLASS RATING PER ASTM B695 NO LESS THAN 55. ALUMINUM NOT TO BE USED IN DIRECT CONTACT WITH ACQ TREATED LUMBER. 5. PLYWOOD SHEATHING: A. ROOF: Use 19/32" 40/20 RATED, EXP. 1, PLYWOOD SHEATHING. NAILING SHALL BE 6" U.C. ALONG THE EDGES AND 12" O.C. IN THE FIELD OF THE PANEL. B. WALL: Use 19/32" t�PA 32/16 RATED, EXP. 1, NEW OPENING FUR PLYWOOD SHEATHING. NAILING SHALL BE 6" O.C. ALONG THE EDGES STAIRS AND 12" U.C. IN THE FIELD OF THE PANEL. 6. ROOF TRUSS MANUFACUTURER TO PROVIDE SIGNED AND SEALED EXISTING 2x8 FLOOR NEW DBL 2x FRAMING ROOF TRUSS LAYOUT WITH CALCULATIONS. FRAMING TO MATCH EXISTING WIDTH AT TOP AND BOTTOM TIMBER OF REMOVED FLOOR FRAMING AREA TO BRACE WALL. 1. ALL MICROLLAM LVL BEAMS TO ................• . _....... ........... ; A. BE ENGINEERED AND MANUFACTURED BY TRUS JOIST WEYERHAEUSER (TJW) OR APPROVED EQUAL. TEMPORARY BRACING TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE CONTINUOUS SUPPORT OF THE COMPRESSION EDGE AND PROVIDE LATERAL SUPPORT AT ALL BEARINGS. THE MINIMUM ALLOWABLE STRESSES FOR MICROLLAM BEAMS ARE AS FOLLOWS: Fb = 2,600 PSI Fv = 285 PSI E = 1,900,000 PSI B. CONNECT: (2) PLY LVL W/3 ROWS OF 16d COMMON NAILS AT 12" 0/C; ,NEW STAIR OPENING DETAIL MASONRY SCALE 3/4"= 1'-0"_ 1. MASONRY UNITS SHALL BE A. LOAD BEARING ASTM C90 B. TYPE II NON -MOISTURE' CONTROLLED C. NORMAL WEIGHT 1 D. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND (U.N.0.). �J0 �fatcl%cC 2. THE COMPRESSIVE STRENGTH OF MASONRY (F'M) SHALL BE 1,500 C/ (� ��r✓ PSI AS CALCULATED IN ACCORDANCE WITH ASTM C1314. NEW DBL 2x8 FLOOR 3. ALL MORTAR SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATION C270. FRAMING TO RECEIVE STAIRS /PROVIDE HANDRAIL/BALUSTRADE 4. GROUT SHALL BE A HIGH SLUMP MIX ALONG EDGE OF STAIRS AND EDGE OF IN ACCORDANCE WITH ASTM SPECIFICATION C476 EXISTING 2x8 FLOOR NEW OPENING. PROVIDE 2x BLOCKING HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI FRAMING AS NEEDED FOR ATTACHMENT TO TOP OF FLOOR 10.5 STAIR STRINGERS SANFOR T'IES4 UIL1�fi1 AGGEL PLANS ARE REVIEWS ONDI r PT D FOR PERMIY. A P R AND C iIC�F19 +.?1E CONST-r1UED 'rU pF A LICEN�aEIT'p pUED c Hfi! iROCEED .rrH IE rH8 WORK AND NOT -AS AUTHORITY TO V10LATE, CANCEL, ALTER, OF? SE•: -r ASIDE ANY Or THF. - NS OF-rHE TECHNICAL. CE OD, NOT? F;HALL ISSUANCE, --OF A K --MIT Prtt-VENT THF? EiUII DIPIG DF_*f'"f FROM 1'HEF2EAF'TEf'2 REQUIRING, A CORRE:C- TIUN UI' C:F f2GF, , Oi l THE PLANS, C:OP75'rFRUCTiON UR O'fhiF.r VI:?t_at'i'IUi+lS c)r'rF:EC CUC,E';5. NEW STAIR DETAIL. 3�c/ SCALE= 3/4"= 1'-0" -- l J r rn rf n N J '? O LLJ G � J �a En O 0 c`rF- OIID, uq (1 � _r_ v r t o_ CIE tr mauuyu � +� o n rw "TA f TA'f rr.p,(oF u� 1 I. � �-.�Y'w,�L✓ as � �". \ JOHN C,,y,THER11�A1� �lt'P.E. 2ArrWN.�� FL. NOho z O LLJ O 0 uq (1 z ui > CD pLLJ LJ q M :�E :�E O LL � �yi lLu C u c EXISTING FLOOR PLAN SCALE: 1/4" = 1'-0" NORTH SCALE: 114" =1'-0" ----------------------------------- --------------------------------- II II I I II II II II II II II II II II II II II II I II II- - I ---------------- II II - ----------------------------------------------- �I Ir - II.......... ..... ......... ..... : ------------------_ ______________________________ SIMPSON LUS 410 ................................................................................................ -------------- - TO MICROLAM ____ ................._____________] C_____r___-________________-_..______-_ BEAR NEW BEAM LOCATE PER --------------------- C______________________________________________________________] C-------- ON EXISTING TOP STAIR TREAD PLATE. BRACE W/ LANDING LOCATIONBLOCKING 1 m Q ----- ----- + 1 S�C91lD_F_LO�R__(FJ_VFg.)- ----1 - SIMPSON ACE4 PROVIDE AHANDRAIL/v POST CAP TO BALUSTRADE ALONGMICROLAM THE EDGE OF STAIRS AND SECOND FLOOR OPENING z x _____________..-_ PROVIDE A HANDRAIL/ STAIR TREADS SHALL i BALUSTRADE ALONG HAVE Ai" RISE_______________________________________________________________]________________________________�- SHE EDGE OF STAIRS AND A 10-1/2" RUN AND SECOND FLOOR OPENING STAIR TREADS SHALL HAVE A 7" RISE +! �' AND A 10-1/2" RUN FIRST LANDING II II II II BEAR NEW BEAM I I ON EXISTING TOP PLATE. BRACE W/ BLOCKING II II II II II II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NORTH NEW zN D FLOOR PLAN SCALE: 1/4" =1'=0" v 'rrn m rV J Vd O Lu NEW 30"x30"x12" DEEP NEW 4x4 POST S) 1, J J FOOTING W/ (3) #5 EA. �VE:) a WAY BOTT. 3" CLEAR BELOW C NEW COLUMN LOCATION Q a F o - I i o^ 0 uj� Lij III j L_,- .......................... IIIi I....................................................................................:........... �^ n _0 V .... _... ... ..... ...: 111 .. ......... ......... ..:............................ ................... ........................... ........ 111 ®r �.. 111 III ' III i i III I I j NON -LOAD BEARING WALL. ADD DBL 2x6 NEW 4x4 POST on HEADER AS NEEDEDFOR PASS THROUGH � ;;; NEW 30"x30"x1 COUNTER I III FOOTING W/ (3) #5 EA. O 0 `r' WAY BOTT. 3" CLEAR BELOW O0 1 III NEW COLUMN LOCATION - + - O'-0" 111 00 FIRST FLOOR 111 111 nl III III NEW STAIRS 111 co . - 111------------------------------------ ------------ ---------------- ----- --- -- ---- ----- ---- EXISTING FOUNDATION III V) BELOW. NO ADDITIONAL III NEEDED III III III III 111-------------------- - ----- --- -------------- -------------�-----C--- -------------- 111---------kh 0 PROVIDE NE 2x8 PT FLOOR FRAMING MEMBER AGAINST EXISTING SCREWED WITH (2) 3/16" SCREWS AT 16" O.C. ALONG LENGTH SCALE: 114" =1'-0" ----------------------------------- --------------------------------- II II I I II II II II II II II II II II II II II II I II II- - I ---------------- II II - ----------------------------------------------- �I Ir - II.......... ..... ......... ..... : ------------------_ ______________________________ SIMPSON LUS 410 ................................................................................................ -------------- - TO MICROLAM ____ ................._____________] C_____r___-________________-_..______-_ BEAR NEW BEAM LOCATE PER --------------------- C______________________________________________________________] C-------- ON EXISTING TOP STAIR TREAD PLATE. BRACE W/ LANDING LOCATIONBLOCKING 1 m Q ----- ----- + 1 S�C91lD_F_LO�R__(FJ_VFg.)- ----1 - SIMPSON ACE4 PROVIDE AHANDRAIL/v POST CAP TO BALUSTRADE ALONGMICROLAM THE EDGE OF STAIRS AND SECOND FLOOR OPENING z x _____________..-_ PROVIDE A HANDRAIL/ STAIR TREADS SHALL i BALUSTRADE ALONG HAVE Ai" RISE_______________________________________________________________]________________________________�- SHE EDGE OF STAIRS AND A 10-1/2" RUN AND SECOND FLOOR OPENING STAIR TREADS SHALL HAVE A 7" RISE +! �' AND A 10-1/2" RUN FIRST LANDING II II II II BEAR NEW BEAM I I ON EXISTING TOP PLATE. BRACE W/ BLOCKING II II II II II II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NORTH NEW zN D FLOOR PLAN SCALE: 1/4" =1'=0" v 'rrn m rV J Vd O Lu I— S) 1, J J �VE:) a C Q a F o O o^ 0 uj� Lij r--, �^ n _0 V LLJLL- � 4 t ro will �r w.� � �ro:�y J ��'' ��y✓. t - Y 0 Ott a t a f �.•JOWAUTHERMAN„JR P,',E`.` r 'L'I9�6o880 -� 'a� roe• - z O Lu I— u O Lij r--, _0 V LLJLL- on ca O 0 O0 - 00 Z co co V)