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Home My WebLink About700 Cypress AveApplication No: S " t -51-3 2015 ' APR 14 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ D • 60 Job Address: Parcel ID: Historic District: Yes NoM Zoning: Description of Work: 7a R-4 /-1 7& Z 16 2Civo V Pr -n d J Plan Review Contact Person: 7To r COIL + c C- C A Title: Gw a- Phone: V0_7 V d/ y-2 7-6 Fax: E-mail: i D c ya - y 01 c./ z (, G M A-) Property Owner Information ` GUM Name .art,i, , Phone: Street: s 3 %y L3U z ri%rec 4algc Resident of property?: City, State Zip: Dn1,7;h1d ice/ 02 `// Contractor Information Name CoS—ivL a C71 o Aj Phone: o -7 y o % - V-7 Z 0 Street: V'5 G w A,. "^ V l%.l l,'„ 7 Fax: %o -7 6 f 7 0 City, State Zip: GV 1 CI v rZZ State License No.: C G o - 7 Architect/Engineer Information Name: AlgrW /l T Z ` Phone: 1b Z- W,.f &f-rY Street: Fax: City, St, Zip: Bonding Company: N1?cr Mortgage Lender: s 9 Address: } Address -0., 1 'tel J 110.23 T3; i,A o trh PERMIT INFORMATION- .111p. 03 X"Arov29LQX i/ i{17c..3i Building Per"mit 1:1 T1 n;;fl i1 u, roizzOMO Square Footage:''""°'`'''"`"'Construction Type: `Noof Stories: No. of Dwelling Units: Flood Zone: Electrical New Service — No. of AMPS: r- v ,, Mechanical (Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 APPLICABLE CODES 2010 FLORIDA BUILDING CODE(S) 2010 FLORIDA BUILDING CODE EXISTING BUILDINGS ALTERATION- LEVEL 2 2010 FLORIDA FIRE PREVENTION CODE 2008 NATIONAL ELECTRIC CODE 2009 NFPA I AND NFPA 101 FLORIDA EDITION FLORIDA STATUTES FLORIDA ADMINISTRATIVE CODE LOCAL'CITY ORDINANCES WIND DESIGN CRITERIA FOR NEW CONSTRUCTION FBC 2010 REFERENCING ASCE 7-10 V 139 MPH RISK CATEGORY IC GCPI 0.1$ EXPOSURE B P+ 30 PSF P- 40 PSF 1 V RECORD COPY 702 CYPRESS AVENUE SANFORD, FLORIDA, 32771 FOR KURT WIPPERFURTH 407) 701-7247 SCOPE OF THE WORK: MODIFY THE NEW CONSTRUCTION ON THE EXISTING PORCH FOR COMPLIANCE WITH THE FLORIDA BUILDING CODE - EXISTING BUILDING INDEX TO DRAWINGS I COVER & DATA 2 FLOOR PLAN 3 FRAMING PLAN 4 SECTION 5 DETAILS REVIEWED POR CO - 1O _ C MPUANCE PLANS EXAM NER PATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE c : -r- APR 1.4 2015 B`Y:__.,, s_ i 3`i3 SANFORD ANDREW KUTZ ARCHITECT AR0006491 407) 415-6554 ANDREW. KUTZOGMAIL. COM 3/16/2015 EXISTING PRECAST CONCRETE STEPS RAISE TO MAKE TOP AND BOTTOM RISERS EQUAL AND LEVEL THE STAIRS. SECURE ALL PIECES SO NOTHING WOBBLES SUMMARY OF ,THE WORK INSTALL NEW HANDRAIL OF CHAIN LINK PARTS OR EQUAL INSTALL 2 MORE ROWS OF FLOOR JOISTS SISTER SOME END MEMBERS TO RECIEVE NEW JOISTS ADD TWO BEAMS UNDER AND PERPENDICULAR TO THE JOISTS INSTALL 4 NEW PRECAST FOOTINGS TO SUPPORT THE NEW BEAMS AND THE INSIDE CORNERS OF THE PORCH ADD A 2X6 NOTCHED HEADER TO THE EXISTING HEADER SUPPORTING THE ROOF INSTALL SIMPSON CONNECTORS AND FASTNERS THROUGHOUT NEW HANDRAIL, CONSTRUCT OFEXISTING CHAIN LINK CHAIN LINK /—FENCE AND GATE EXISTING CHAIN LINK POST NEW CHAIN LINK LINE POST SET IN 12° D X 30" CONCRETE CHAIN LINK TOP I I RAIL END PIECES WITH BAND AROUND POST 0- 0 z I Z IZ H d N a. NEW CHAIN LINK LINE POST; D c SANFORD FLANGE SCREWED TO DECK OFPAR4 i 0 WOOD PORCH DECK 0 0 FLANGE SCREWED TO WOOD POST HANDRAI, FLOOR PLAN SCALE 1/2° = V-0" 3. Att 4,oulittl_> gouo> kmq OolZfiaJ aF i7 02 91*'0-5 'I Af AC Q,xnWac- -105, 10. 1 D NEW 2x6 PTJOISTS - NAIL THRU EXISTING DECKING 2-16D EACH DECK BOARD SISTER EXISTING JOIST WITH NEW 2X6 PT SECURE JOISTS TOGETHER WITH 16D @ 12" OC STAGGERED 1/2"x 6" LAGS @ 2' OC INTO EXISTING STRUCTURE ADJUST SPACING AS REQUIRED TO COINCIDE WITH EXISTING STRUCTURE 3-1/4x4 SIMPSON SD SCREWS BOTH ENDS EACH 2X6 NEW SIMPSON H3 EVERY EXISTING RAFTER TO NEW 2x6 ADD NEW 2x6 -PT TO EXISTING 2X4 HEADER. SIMPSON"-/_/f_ NOTCH THE 2X6 FOR EVERY POST THE EXISTING RAFTERS TO EXISTING NO JOINTS EXCEPT 2x4 HEADER OVER POSTS - SECURE GALV RAIL MEMBERS TOGETHER WITH 16 D @12"OC SECURE TO NEW STAGGERED GALV POSTS W 4X4 PT INSTALL A CONNECTOR AT TOP AND BOTTOM 1 5/8" DIAM GALV RAIL SECURE TO NEW GALV POSTS W ca STANDARD CHAIN LINK ENDS rn i AND BANDS - RETURN BW TO THE 4x4 PT POST I Ali!' I—`CAP ON THE PORCH EXISTING DECORATIVE RAILING 0//z NEW CHAIN LINK LINE POST - EXTEND MIN OF 30" BELOW GRADE i 3 AND SET IN 12 DIAM CONC s / EXISTING / SANFORD i LATTICE j o - i EXISTING CHAIN 777 LINK FENCE Q SNE SUP OR - 2-2 6 PT I I.. i' lid / i 1 4X4 PT WITH/. il/i iT// IN, H3 CONNECTOR s 1 SND>>EVjJtATTOPOF o ij'S''Ai'"'f i'' ! I EXISTING EVERY POST "J o N.CEiS' T/ i / SIDEWALK N // T I OA / 0° INDICATESSOLIDCONCRETEt/ / DECK BLOCK ING 16XI6x4 SOLID NEW 2x4 PT 12" DIAM CONC CONCRETE BLOCK SIMPSON RP AT MIN I" GAP CONTINUOUSEVERYPOSTON GRADE TO EXISTING 8x8x8 ALL SIDES OF ANDREW KUT ARCHITECLATTICEPORCH - TOSOLIDCONCBLOCKS SUPPORT 407 41566554@4SECTIONLATTICEANDREW.KUTZ@GMAIL.COM SCALE I" 0 1'-0" 3/16/2015 20'-0" SCREW LAPPING JOIST ENDS TOGETHER WITH SECURE 2 - 1/4"x 3" SDS I 4X4 PT SCREWS f IU26 AT JOIST ENDSSIDE I I I NEW 2X6 PT JOISTS NEW 2 - 2X6 PT 2x4x8 BLOCK BEAMS -SECURE TO POSTS WITH 3-1/4" x 4" NEW 2x4 PT SDS SCREWS LATTICE SUPPORT SECTION OI CABLE CLAMP MIN 1/8" STAINLESS ' STEEL CABLE - EXTEND I CABLE AS REQUIRED WITH ' 1/8" STAINLESS STEEL CABLE AND CABLE CLAMPS DRIVEN DUCKBILL GROUND ANCHOR MODEL 68DB1 NEW 2x6 SISTER ING SECURE TO EXISTING W 16D AT 12" OC STAGGERED 2x4x8 PT BLOCK TO SUPPORT 2X6 SISTERS 4x4 PT 8" SOLID DECK BLOCK 16x16x4 SOLID BLOCK 1/2" EYE BOLT WITH HEAVY WASHER EACH SIDE LATTICE NEW 2x4PT LATTICE SUPPORT GRADE LINE O3 GROUND ANCHOR TRIM LATTICE TO FIT AROUI THE DECK BL NOTES JOINTS IN MEMBERS MAY ONLY OCCUR OVER A POST ALL CONNECTORS AND ALL FASTNERS ARE TO BE GALVANIZED OR ZMAX CORROSION RESISTANT ALL WOOD IS TO BE PRESSURE TREATED MAKE STABLE AND SECURE ALL EXISTING FOUNDATION IN THE AREA OF THE PORCH DO NOT REMOVE ANYTHING UNTIL ALL THE EFFECTED CONSTRUCTION IS PROPERLY AND SECURELY BRACED AND SHORED DESIGN LOADS IN ACCORDANCE WITH FABC ROOF LOADS 20 PSF FLOOR LOADS 50 PSF DESIGN WIND SPEED IS 139 MPH (PER ASCE 7) LUMBER GRADES SHALL BE A MINIMUM OF HEADERS, COLUMNS, BEAMS AND JOISTS FB=1500 PS #2 SYP I WALLS, BLOCKING AND MISCELLANEOUS #2 SPF SILL PLATES #2 SYP PT PT LUMBER SHALL ALSO BE UTILIZED THROUGHOUT INSTALL DUCKBILL GROUND ANCHORS IN ACCORD WITH MANUFACTURERS RECOMMENDATIONS O2 SECTION U26 6- 16D TO HEADER 4- IOD X 1 1/2 TO JOIST GA2 6-I01) x 1 1/2 DETAILS SCALE V = 1'-0" 40 2 SHOWN ONLY I REQUIRED AT EACH OF FRONT POSTS 00 L iyc SANFORD F'AR = H3 RPBZ # 1 - 1 7 P 4- 8D EACH END 4- 1/4 X 1 1/2 SDS SCREWS TO POST 2- 3/8 X 4 TAPCON TO CONCRETE 4 CONNECTORS AT ALL SISTERED JOIST ENDS NDI Al EXI$TI ANDREW KUTZ ARCHITECT AR0006491 407 415 6554 5 ANDREW.KUTZ@GMAIL.COM 3/16/2015