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Home My WebLink About2293 Grandview Ave (2)CITY OF SANFORD PERMIT APP._ICATION Application fl: Submittal Dater ~ I lk�' J / ! �� Job Address: 1 2 rr -'top'- I+ ✓r S � Z9, r4 7L7ti'/ Z YY1VjEO.,..I; rrry �.Z°l / V yaw wK ✓� Value of Work: $ ✓ i iParcel ID: Zoning: Historic District: A _ Description of Work: �7r �•✓iFl '� 1"►y� ��(Ni1i•• J/— f ✓lay b.,tlt ('47-140 Square Footage: AP j ................... ......... .. ........ .... ......... ...... ........ .................. Permit Type: Building 1W Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool 11 Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc; Required) Plumbing/New Commercial: # of Fixtures ' # of Water & Sewer er Linen # of Gas Lines Plumbing/New Residential: .# of Water Closets Plumbing Repair — Residential ❑ Commercial ❑ Occupancy T e: Residential Commercial ❑ p y yp Industrial ❑ Occupancy Use 1. Group(s): ' Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) .................................................................................................................. Property Owner: Jinn �t�V ".1 Contractor: Address: (7r o,a ver w 'Avr S Address: _-- Phone: 'd7 �1• HL7a E-mail: l��aannh(��irr'13o�i�t.rtr% Phone: State License Number:` Bonding Company: , (U Mortgage Lender: AddressAddres`s_ Architect/Engineer: ty 4 Address: /y /k Plan Review Contact Person: Phone: Phone: Fax: Fax: E-mail: 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 of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,, and AIR CONDITIONERS, etc. 4 OWNER'S AFFIDAVIT:I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENU'I'U OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this roe that may, be fo d in the public q p y pp property rty y p is records of this county, and there may be additional permits required from other governmental entities such as water management districts, stat agencies, or federal agencies. p fy r of the property of the requirements of Florida Acceptance of ern' s ve icatrot I yet oti the owner Lien Law, FS Signatur of Owncr/AEynt Date Signature of Contractor/Agent J Date Signature Name 4-1P -o-7 DANILO 141-ii@n7` MY COMMISSION .q 01111 EXPIRES: Jai !,d!Y 25,229 Bonded Thru Notary ri ili,. Unuanvr'Aere In a— Me or VProduccd ID J-(—/ (>C_ - APPROVALS: ZON1N UTIL: Special Conditions: Rev 02/2007 FD: Print Contractor/Agent's Aare Signature of Florida Date actot/Agent is __ Personally Known to Me or Produced ID40 k? ENG: BLDG. 7'-4" to 11'4" RAFTER RING SHANK NAILS TO POST i 4" X 4" TYP. 8 PLACES C -~-�— _-- ------ 2" X 6" OUTER BAND TYP. 8 PLACES TYPICAL ATTACH 2" x 6" JOISTS TO 4" x 4" SKIDS WITH H3 CLIP AT 4 PLACES 2"x4"TOP OR W/ (2) #8 x 2 1 SCREWS TO POS_ DECORATk MIN. 36" f 4" SPACE MAX. 2" q - BOTTOM R 2x2 SPINDLES W/(1)#8x21, SCREW TO 2" x 4" RAIL O 2" x 6" FLOOR DECKING ATTACH TO OUTER BAND W/ #8 x 2-1/2" SCREWS @ 3" O.C. AND MIN. (3) PER JOIST FLOOR FRAMING P'LAN 7'-4" to 11'4" ELEVATtON PLAN 2" X 6" FLOOR JOISTS USE TP35 FLAT MENDING PLATE CONTINOUS FULL SPAN 0 AT (8) PLACES WHERE 2x12 PLATE TYPICAL 2 PLACES W/ a MITRES AT CORNERS ON TOP SURFAC LUS26 EACH END d- (4) #8 x 3" SCREWS PER JHIST END INTH 4"X4" PHST CENTER CONNECTION DETAIL ;!0) 2" NOTCH, MATCH TO FIT. FASTENED WITH A35 CLIP AND (3) 12d RING SHANK NAILS 2x6 ANGLE BRACKETS W/ (2) #8 x 2 1/4" SCREWS EACH END �r- i X 0 E CD LO I 2"x 6" P.T. FRAMING RING W/ (6) #8 x 3" SCREWS AT EACH MITRE AT EACH CORNER BOARD MITRE ROOF SHEATHING, 1"X4" FASTENED WITH #8 x 2" SCREWS(2) PER BOARD END @ 1-1/8" O.C. (SHOWN ON ONE SECTION FOR CLARITY) AFTER TO PLATE WITMV SHANK NAILS, (3) AFTER CONNECT RAFTER TO OST WITH (1) MTS12 STRAP Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to ROOF' F ?"'LA verify structural adequacy DECORATIVE OPTIONAL ROOF CUPOLA ATTACH WITH #8 x 2 1/2" SCREWS (2) PER 2x10 RING BOARD 4-6" CEDAR SHAKE ROOFING WITH (4) 1" CROWN x 1" STAPLE PER SHINGLE CONNECT RAFTER TO 44 PT. PAST WITH i (1) SIMPSON STRONG TIE MTS12'STRAP 1"x 6" PT FACIA 26 P.T. DECKING W/ (3) #8 x 2 1/2" SCREWS TO JOIST 26 P.T. GAZEBO IS ATTACHED TO 44 PT SKI W/ (1) A33 CLIP AT (4) PLACES PRE MANF, 4"x8"x16" ( OR 2%8%16" CONCRETI OR 1" x16"x16" ABS PLAN nui FOR LEVELING MAX. 36" O.C, AND MAX. 4" FROM PERIMETER FLOOR BEAM MAX. 3" OF WOOD SHIM FOR LEVELING PURPOSE GENERAL NOTES: 1. ROOF AND FLOOR JOISTS AND ALL FRAMING LUMBER SHALL PRESSURE TREATED #2 SOUTHERN YELLOW PINE .40 2. FLOOR SHEATHING SHALL BE 2x6 PRESSURE TREATED #2 SOUTHERN PINE ANCHORED W/ MIN. (3) #8 x 2 1/2" SCREWS EACH BOARD 3. ALL FASTENERS AND METAL SHALL BE GALVANIZED STEEL 4. OPTION 3 TAB ASPHALT SHINGLES WITH (4) 1 1/4" ROOFING NAILS OR 29 ga. METAL ROOFING WITH #8 x 1 1/2" SCREWS W/ NEOPREME WASHERS @ 12" O.C. AT VETICAL RIDGES ON EACH PANEL 5, BUILDING AND SKIDS AVERAGE 25 PSF DEAD WEIGHT 4" X 4" PT POSTS 8 PLACES W/ 1x4 TRIM 2 FACES W/ MIN. (2) #8 x 2 1/2" WOOD SCREWS Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 (2) 3/8" x 4 1/2" GALVANIZED LAG SCREW WITH 1" WASHERS ATTACHING 16ga 1-3/8" x 8 TO 48" GALVANIZED STRAP TO GAZEBO POST AND OUTER BAND THEN 3/8" GALVANIZED THRU BOLT WITH 1" WASHERS STRAP TO TYPE #30 5/8" DIA. MOBILE HOME TYPE EARTH ANCHOR NOTE: IF ANCHORINC TO CONCRETE USE SIMPSON A24 WITH 3/8"x3" EXSPANSION BOLT TO EXISTING 4" 2500 PSI CONCRETE SLAB AND (1) 3/8" THRU BOLT TO ANCHOR STRAP ARIES XIS1ING GRADE PLANS REVIEWED CITY 'fg"" SANFORD dIN. 20" '1'1'PICIL SEC' ---'ON VE -1-W CONSTRUCTION TYPE: V -B (OPEN) WIND SPEED = 150 MPH (3 SEC. GUST) WIND IMPORTANCE FACTOR = 0.77 WIND EXPOSURE = CATEGORY C -INTERNAI-P -- A8- N/A COMPONENTS AND CLADDING ROOF = +20.2 / -04.6 WALL= +49.0 / -65.8 DESIGN REQUIREMENTS LIVE LOADS ROOF = 20 PSF FLOORS= 100 PSF ASSUMED SOIL DENSITY= 2000 PSF NOTE: THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH 2004 FLORIDA BUILDING CODE and RESIDENTIAL SEC'T'ION R301 DESIGN CRITERIA AND ASCE 7-02 TO THE BEST OF MY KNOWLEDGE THESE CONTRACT DOCUMENTS PREPARED UNDER MY DIRECT SUPERVISION, COMPLY WITH THE APPLICABLE MINIMUM CODE REQUIREMENTS AND THE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. 0 M W w Q 0 _ -_J (I) LL_ J �0 .W C� n 5 t) W V)0 M c� o 0 U CJ 0�m LLJ Q N Q C� 0 0 CD CD _t C\2 � w �- V r T� TO o co 03 ix P-1 °2 I E' O o 0 � W o UD Lo w drawn by PAC checked by KE date 04/10/2006 scale NOTED job no. 3427 drawing no. A I sheet 1 of 1 AT EACHLCORNERI1k�Ilvl\J 2" X 6" FLOOR JOISTS 2"x 6" P.T. FRAMING RING EACH MITRE TYPICAL 4 PLACES W/ AT EACH CORNER BOARD MITRE 2"X12" P.T. ROOF PLATE (8 PLACES ) LUS26 EACH END W/ (2) #8 X 3" SCREWS PLATE TO POST TYPICAL 4" x 4" SKIDS AT 2 PLACES 2" X 6" TYP, 4 PLACES ., > AND ATTACH TO OUTER BAND W/ A33 CLIP _ ATTACH RAFTER TO 2"x10" W / (3) 12d RING SHANK AT 4 PLACES F WITH (5) X 3" SCREWS NAILS TO JOIST �8 (1) ONN T P, (2) PER SIDE. 2" X 6" BRACE TYP. 8 PLACES o_ W/ _0_ (3) 12d RING SHANK NAILS -.,------------- _ _ _ _ _ _ _ _ _ _ _ _ --------- -- TO OUTER BAND AND (6) 12d RING SHANK NAILS TO POST i 4" X 4" TYP. 8 PLACES C -~-�— _-- ------ 2" X 6" OUTER BAND TYP. 8 PLACES TYPICAL ATTACH 2" x 6" JOISTS TO 4" x 4" SKIDS WITH H3 CLIP AT 4 PLACES 2"x4"TOP OR W/ (2) #8 x 2 1 SCREWS TO POS_ DECORATk MIN. 36" f 4" SPACE MAX. 2" q - BOTTOM R 2x2 SPINDLES W/(1)#8x21, SCREW TO 2" x 4" RAIL O 2" x 6" FLOOR DECKING ATTACH TO OUTER BAND W/ #8 x 2-1/2" SCREWS @ 3" O.C. AND MIN. (3) PER JOIST FLOOR FRAMING P'LAN 7'-4" to 11'4" ELEVATtON PLAN 2" X 6" FLOOR JOISTS USE TP35 FLAT MENDING PLATE CONTINOUS FULL SPAN 0 AT (8) PLACES WHERE 2x12 PLATE TYPICAL 2 PLACES W/ a MITRES AT CORNERS ON TOP SURFAC LUS26 EACH END d- (4) #8 x 3" SCREWS PER JHIST END INTH 4"X4" PHST CENTER CONNECTION DETAIL ;!0) 2" NOTCH, MATCH TO FIT. FASTENED WITH A35 CLIP AND (3) 12d RING SHANK NAILS 2x6 ANGLE BRACKETS W/ (2) #8 x 2 1/4" SCREWS EACH END �r- i X 0 E CD LO I 2"x 6" P.T. FRAMING RING W/ (6) #8 x 3" SCREWS AT EACH MITRE AT EACH CORNER BOARD MITRE ROOF SHEATHING, 1"X4" FASTENED WITH #8 x 2" SCREWS(2) PER BOARD END @ 1-1/8" O.C. (SHOWN ON ONE SECTION FOR CLARITY) AFTER TO PLATE WITMV SHANK NAILS, (3) AFTER CONNECT RAFTER TO OST WITH (1) MTS12 STRAP Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to ROOF' F ?"'LA verify structural adequacy DECORATIVE OPTIONAL ROOF CUPOLA ATTACH WITH #8 x 2 1/2" SCREWS (2) PER 2x10 RING BOARD 4-6" CEDAR SHAKE ROOFING WITH (4) 1" CROWN x 1" STAPLE PER SHINGLE CONNECT RAFTER TO 44 PT. PAST WITH i (1) SIMPSON STRONG TIE MTS12'STRAP 1"x 6" PT FACIA 26 P.T. DECKING W/ (3) #8 x 2 1/2" SCREWS TO JOIST 26 P.T. GAZEBO IS ATTACHED TO 44 PT SKI W/ (1) A33 CLIP AT (4) PLACES PRE MANF, 4"x8"x16" ( OR 2%8%16" CONCRETI OR 1" x16"x16" ABS PLAN nui FOR LEVELING MAX. 36" O.C, AND MAX. 4" FROM PERIMETER FLOOR BEAM MAX. 3" OF WOOD SHIM FOR LEVELING PURPOSE GENERAL NOTES: 1. ROOF AND FLOOR JOISTS AND ALL FRAMING LUMBER SHALL PRESSURE TREATED #2 SOUTHERN YELLOW PINE .40 2. FLOOR SHEATHING SHALL BE 2x6 PRESSURE TREATED #2 SOUTHERN PINE ANCHORED W/ MIN. (3) #8 x 2 1/2" SCREWS EACH BOARD 3. ALL FASTENERS AND METAL SHALL BE GALVANIZED STEEL 4. OPTION 3 TAB ASPHALT SHINGLES WITH (4) 1 1/4" ROOFING NAILS OR 29 ga. METAL ROOFING WITH #8 x 1 1/2" SCREWS W/ NEOPREME WASHERS @ 12" O.C. AT VETICAL RIDGES ON EACH PANEL 5, BUILDING AND SKIDS AVERAGE 25 PSF DEAD WEIGHT 4" X 4" PT POSTS 8 PLACES W/ 1x4 TRIM 2 FACES W/ MIN. (2) #8 x 2 1/2" WOOD SCREWS Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 (2) 3/8" x 4 1/2" GALVANIZED LAG SCREW WITH 1" WASHERS ATTACHING 16ga 1-3/8" x 8 TO 48" GALVANIZED STRAP TO GAZEBO POST AND OUTER BAND THEN 3/8" GALVANIZED THRU BOLT WITH 1" WASHERS STRAP TO TYPE #30 5/8" DIA. MOBILE HOME TYPE EARTH ANCHOR NOTE: IF ANCHORINC TO CONCRETE USE SIMPSON A24 WITH 3/8"x3" EXSPANSION BOLT TO EXISTING 4" 2500 PSI CONCRETE SLAB AND (1) 3/8" THRU BOLT TO ANCHOR STRAP ARIES XIS1ING GRADE PLANS REVIEWED CITY 'fg"" SANFORD dIN. 20" '1'1'PICIL SEC' ---'ON VE -1-W CONSTRUCTION TYPE: V -B (OPEN) WIND SPEED = 150 MPH (3 SEC. GUST) WIND IMPORTANCE FACTOR = 0.77 WIND EXPOSURE = CATEGORY C -INTERNAI-P -- A8- N/A COMPONENTS AND CLADDING ROOF = +20.2 / -04.6 WALL= +49.0 / -65.8 DESIGN REQUIREMENTS LIVE LOADS ROOF = 20 PSF FLOORS= 100 PSF ASSUMED SOIL DENSITY= 2000 PSF NOTE: THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH 2004 FLORIDA BUILDING CODE and RESIDENTIAL SEC'T'ION R301 DESIGN CRITERIA AND ASCE 7-02 TO THE BEST OF MY KNOWLEDGE THESE CONTRACT DOCUMENTS PREPARED UNDER MY DIRECT SUPERVISION, COMPLY WITH THE APPLICABLE MINIMUM CODE REQUIREMENTS AND THE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. 0 M W w Q 0 _ -_J (I) LL_ J �0 .W C� n 5 t) W V)0 M c� o 0 U CJ 0�m LLJ Q N Q C� 0 0 CD CD _t C\2 � w �- V r T� TO o co 03 ix P-1 °2 I E' O o 0 � W o UD Lo w drawn by PAC checked by KE date 04/10/2006 scale NOTED job no. 3427 drawing no. A I sheet 1 of 1