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HomeMy WebLinkAbout112 Silver Maple TrlPermit # : O w v Job d'dres_s: escriptiop of, W>cj Historic District: e Cr Zoning: CITY OF SANFOtZD PERMIT APPLICATION s - 9g /q Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool 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 Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owner`s-Name Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: _ Address: Architect/Engineer: Address: Contact Person: (Attach Proof of Ownership & Legal Description) 7 - -3 3l) - Q-3 S State License Number: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 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 INTEND TO 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 property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pennit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Oer/Agent Date Signature of Contractor/Agent A /7�LeelK R-ge -'2 ri t'Owmfr/Agent's . ame Print Contractor/Agent's Name Y t©'I©� gnat o1 a Fi�ii �' Date Signature of Notary -State of Florida 0 DD 285622 EXPIRES, March 23, 2008 rJ�rFOF F0aBonded Thru Budget Notary Services Date Date Owner/Agent is Pe orally nown`to lMe-or �I Contractor/Agent is Personally Known to Me or VJLt'2 Produced ID': `vo Produced ID t� Il � I©�� APPLICATION APPROVED BY: Bldg: 9' Zoning: Utilities: (Initial & Da (Initial & Date) (Initial & Date) Special Conditions: FD: (Initial & Date) SALES ORDER AGREEMENT STOCK MANUF SERIAL # PO # SOURCE �X. DATE BUYER LAST NAME FIRST DAY PHONE I NIGHT I CELL PHONE INSTALL ADDRESS IF DIFFERENT ADDRESS CITY COUNTY ZIP SUPERIOR ORDER LOCATION SALES REP COLORS WINDOWS VENTS ELECTRICWALL DECK STYLE SIZE HEIGHT X :AC BODY PEAK BODY ROOF TRIM HOLE RAMP GARAGE DOOR ENTRY SIZE MHD RHH ADD DOORS: W X H STD LHH 9, 8' 9' W X H OTHER/ MISC: FINANCE: -Y _N PYMT: COMPANY: PRICE: $ TAX: TOTAL: A DEPOSIT: $ CR CRD__ CK CASH BALANCEDUE: J $ WILL BUYER PROVIDE AN UNOBSTRUCTED PATH LARGE ENOUGH TO MOVE SHED TO DELIVERY SITE? Y' N ADDITIONAL FEES INSTRUCTIONS: AMPLE ROOM IS NEEDED. FENCES, SHRUBS, ETC ARE PERMITS: BUYER IS RESPONSIBLE FOR ALL PERMITS. CONTACT YOUR LOCAL MUNICIPALI r't. BUYER RESPONSIBILITY, A $100.00 FEE WILL BE DRAWINGS AND STATE CERTIFICATION PROVIDED AT TIME OF PURCHASE THIS Is A MANU CHARGED FOR RETURNED DELIVERIES DUE TO SPACE FACTURED PORTABLE STORAGE SHED DELIVEFiED FULLY ASSEMBLED AND PLACED PFR PROBLEMS BUYER ACCEPTS RESPONSIBILITY FOR BUYERS INSTRUCTIONS BE AWARE OF SET BACKS RETURN TRIPS -10 MOVE SHEDS WILL BE DAMAGE INCURRED BY OBSTACLES THAT HAVE NOT CHARGEABLE. BEEN REMOVED. ANY SITE PREP BY DELIVERY CREW WILL BE AT ADDITIONAL CHARGE, ONE SET OF BLOCK BUYER UNDERSTANDS ALL TERMS AND CONDITIONS OF THIS AGREEMENT AND ANCHORS PROVIDED. ADDITIONAL BLOCKS WILL BE CHARGEABLE. PLEASE FILL OUT DELIVERY REQUEST BUYER: FOR DIRECTIONS AND LOADING INSTRUCTIONS, Signature DEPOSITS: DEPOSITS REQUIRED WITH BALANCE DUE _i5_nnt Name UPON DELIVERY. UNITS WILL BE HELD AT LOT A MAXI- MUM OF 3 WEEKS PENDING DELIVERY, UNLESS PAID IN DATE. REP, FULL. BUILDINGS MANUFACTURED TO SPECIFICATIONS . WILL HAVE A 20% CHARGE FOR CANCELLATIONS LOT ADDRESS GOODS: ALL GOODS REMAIN PROPERTY OF SUPERIOR SHEDS INC UNTIL PAID IN FULL. COLLECTION COSTS, INCLUDING ATTORNEY FEES, WILL BE THE RESPONSI- Mil ITV r)F Al IVP:P PHONE J STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS "Dedicated to making Florida a better place to call home" STEVEN M. SEIBERT JEB BUSH Governor Secretary MEMORANDUM TO: Building Officials, Manufacturers and Agencies FROM: Ila Jones, Department of Community affairs RE: Requirement for Raised Seals for Manufactured Buildings/Sheds DATE: March 15, 2002 The Florida Building Code does not require original signed and sealed plans be submitted to the local building department to obtain a permit for installation or erection of,a closed stnlcture manufactured in a manufacturing facility. The insimia issued by the State verifies the plans have been reviewed and the buildings inspected for compliance by the State and determined to comply with applicable codes. The State of Flonda maintains a set of sealed plans reviewed and approved by a Florida licensed Modular Plans Reviewer and inspection reports conducted at the mahufactunng facility by Florida licensed Modular Inspectors. The manufacturer should supply a copy of the approved plans with the permit application. Youmayalso review the roved plans by accessing the Flo nda Buildinc Code Information � y PP System website at( www.flondabuilding.org), Manufactured Building Program. 0 Site -related installation requirements (foundation, etc.) are specifically and entirely reserved. to the local authority. If you need additional information, please do not hesitate to contact me at 850-922-6091 or e-mail: iIa. jonesna.dca.state. fl.us 2 5 5 5 SH UMARD OAK B O U LEVARD • TALLAHASSEE, FLORIDA 3 2-3 9 9- 2 1 0 0 Phone: 850.488.8466/Suncom 278.8466 FAX: 850.921.0781/Suncom 291.0781 Internet,addre5s: http://www.dca.state-fl-us CRITICAL STATE CONCERN FIELD OFFICE COMMUNITY PLANNING. EMERGENCY MANAGEMENT HOUSING & COMMUNITY DEVELOPMENT 2796 Overseas Highway, Suiie-212 2555 Shumard Oak Boulevard 2555 Shumard Oak Boulevard 2555 Shumard Oak Boulevard Marathon, FL 33050-2227 Tallahassee, FL 32399-2100 Tallahassee, FL 32399-2100 Tallahassee, FL 32399-2100 ;JOS) 289-2402 (850) 488-2356 (850) 413-9969 (850).488-7 956. SET UP AND INSTALLATION OF SINGLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. 2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE BUILDING IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP TO LEVEL, BLOCKED, AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. 4. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED THROUGH THE 2 x 4 BOTTOM PLATE WITH 1/2" AUGER BIT AND THE EYEBOLT IS FASTENED INTO PLACE. THE HOLE IS DUG FOR 30" EARTH ANCHOR AND BACK FILLED. THE EYEBOLT AND AUGER ANCHOR ARE FASTENED WITH 1/2" x 2" BOLT. 5. IF UNIT IS TO BE ATTACHED TO CONCRETE SLAB, THE BUILDING IS SET ON SLAB SHIMMED UP TO LEVEL, A 3/8" HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1-1/2" OFF RIM JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN'L' BRACKET OR SIMPSON STRAP IS PLACED OVER THE 3/8" WEDGE ANCHOR, A 1/2" x 2" BOLT IS THEN FASTENED THROUGH THE EYEBOLT AND'L'BRACKET. 6. IF NO FLOOR UNIT BUILDING IS USED, ANCHOR WITH 3/8" x 5" WEDGE ANCHOR CENTERED BETWEEN EVERY WALL STUD. SET UP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED ON HIGHEST LOCATION ON GROUND AND IS LEVELED UP. 2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1) 112"x 4-1/2" BOLT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES LINED UP AND BOLTS PLACED AND TIGHTENED. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS PROCEDURE IS REPEATED, FOR MULTIPLE SECTION SHEDS, UNTIL ALL SECTIONS ARE IN PLACE. 4. GROUND ANCHORS ARE THEN ADDED. (SEE NOTE 5 FOR SINGLE WIDE INSTALLATION) 5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. 2" x 2" SQUA, Rte, 3/8" x 8" FORGED EYEBOLT GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1. Building anchors shall be "mobile home" type #30 single helix eye auger anchors manufactured by Style Crest of Freemont, OH. Maximum allowable uplift 2,0009 or equivalent. 2. Anchoring system to ground per local building code (by dealer). Locate anchors per Table 4 through the bottom plate. 3. Anchors shall be placed through the bottom plate and Floor system. Table 1 Shed Ancoring to Concrete Slab Shed Width # Uplift / Side of Shed Anchor Spacing / Side 14'-0" 280 # / LF 3'-61/2" 12'-0" 240 # / LF T-0" 10'-0" 200 # / LF 6'-0" 8'-0" 160 # / LF T-8" Table 2 Runner Spacing Shed Width X1 X2 X3 14'-0" 1'-101/2" 3'-61/2" 12'-0" T-61/2" 6'-11" -- 10'-0" 1'-61/2" 6' -Il - 81 -0" 9" 6--6,. -- v muco mm11 enu v. lu- w -... - of (t/ v A 4 SKIPS only. 14'-U" wide sneds have (4) sets of skids. Table 3 Support Footing Pad Spacing for Runner Blocking For Single or Double Wide Sheds Notes: 1. Pad spacing is end to center of pad. 2. Pads other than end pads spacing is center to center. 3. Use same max. spacing for interior runner. Type Pad Dimensions Max. Load- Material 1 2" x 8" x 16" 1,778 # concrete block quality cement & sand mix Maximum Load & Pad Type Size Shed Description Type LW - PLF Pad End Pad Max. Spacing End Pad Side Runner Pad Type Interior Pad Side Runner Pad Type 14' SW / OW 4.15-1 332 0 to T.0" 5'-a" 1936# If or III 1879# II or III 14' SW / DW 2.65'/ 205 0 to 3'-0" 8'-0" 1435# 1 1640# 1 12' SW 6.00' / 480 0 to 3'-0" 5'-4" 2558# II or III 2558# II or III 10, SW 5.00'/400 0 to 3--0" 6'-0" 2400# II or III 2400# II or III 8' SW 4.00' / 320 0 to X -O" 6'-8" 2029# 11 or 111 2133# 11 or III Notes: 1. Pad spacing is end to center of pad. 2. Pads other than end pads spacing is center to center. 3. Use same max. spacing for interior runner. Type Pad Dimensions Max. Load- Material 1 2" x 8" x 16" 1,778 # concrete block quality cement & sand mix II 4" x 8" x 16" 3,500 # ccncrete block quality cement & sand mix III 16" x 16" 3.950 # ABS plastic pads t.oaa wratn on runner. "• Based on 2,000 PSF allowable soil pressure. Soil pressure shall be verified by field pentrometer test or soils lab report. Check with engineer if soil pressure is less than 2,000 PSF. Notes: 1. Hallow or solid concrete blocks may be stacked on Pads for high sets up to 48" max. with out reinforcing.. 2. Pads required on 12' & 14' ,vide sheds only. 3/8" x 2 BOLT WITH (2) WASHERS & NUT SIMPSON A-24 STRAP (1,200# UPLIFT) (1) 3/8" x 3" (1,200# UPLIFT RATING) EXPANSION BOLT OR WEDGE ANCHOR INTO SLAB @ SPACING (PER TABLE 1) SHED WITH SKID ATTACHED ANCHORED TO CONCRETE SCALE: 1" = V-0- SIMPSON HS -24 m GRADE LU o > Z_ TYPE I OR II CONCRETE PAD � W/ BLOCKING AS REQUIRED N c 1/2"x4" FORGED EYE BOLT � SHED WITH SKID ATTACHED SCALE: 1" = 1'-0" 1/2" THREADED ROD W/ 2"x 2" WASHER & NUT (2,000 + CAPACITY)# UPLIFT 1/2"x 2" BOLT W/ (2) WASHERS & NUT (2,000 + SHEAR CAPACITY) SEE BUILDING ANCHOR DETAIL STRAP DETAIL SCALE: N:T.S: CORAL EYE AUGER ANCHOR SCALE: N.T.S. 2" x 2" GALV. WASHER 1/2" THREADED ROD 1/2" COUPLING 1/2' x 1-1/2" BOLT W/ (2) WASHERS (2,000#+ SHEAR CAPACITY) i/2"x,; , Ji -ED EYE BOL -i 30' HURRICANE ANCHOR SINGLE HELIX EYE AUGER ANCHOR SCALE: N.T.S. Table 4a Anchor Spacing Of Auger Type Anchors For Single Wide Sheds Table 4b Anchor Spacing Of Auger Type Anchors For Double Wide Sheds 30" Eye Auger Anchor Shed Size LW Uplift PLF End Anchor" Max. Interior Spacing "• 20'-0" 10.00' 400 1'-0" to 3'-0" • Load width of uplift on runner. Location of end auger or slab anchor. Anchor spacing example: 30" auger or 318" x 2-3/4" expansion bolts. Notes: 1. Anchor spacing is based on .3 second wind gust at 150 MPH, exposure "C" per ASCE 7-98. For other wind zones multiply interior anchor spacing by the multipliers below. Wind Zone Multiplier 100 2.25 110 1.88 120 1.56 130 1.37 140 1.16 150 1.00 2. All measurements listed above are center to center of anchors. 3. The minimum number of auger anchors is (4). (1) @ each corner of shed for sheds less in length than the maximum. 4. The minimum edge distance for expansion bolts is 8 diameters or 5" for 3/8" expansion bolts. 5. Anchors shall be on side walls except when shed is placed next to existing building, in which anchors can be placed on end walls as close !o sides as possible. SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: 1" = 1'-0" (1) 3/8" x 5" (400# UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB AT SPACING (PER TABLE 1) NOTCH OR COUNTER SINK BOLT THRU 2 x 4 2 x 4 BOTTOM PLATE NAILED TO2x6BASE SHED DESIGN LOAD REQUIREMENTS for the 2004 Buildina Code Basic Wind Pressure qz = 0.00256(Kz)(Kzt)(Kd)M^2 per ASCE7-98 Kz = 0.85 Exposure C; Kzt = 1.0 Kd=0.85; 1=0.77; V=150 MPH qz = 32.04 PSF W=gzx0.85=27.14 PSF I hereby certify that I have reviewed these plans along with all the building materials and components used in the manufacturing of the sheds. The materials and components either have Florida Product Approval as required by Florida Building Commission Rule (Chapter 913-72) or were analyzed using the Rational Method and Allowable Stress Design. All materials and components comply with the 2001 & 2004 Florida Building Code for a 150 MPH wind velocity, basic wind pressure of 27.24 PSF, I = 0.77, Enclosed Building, Exposure "C", and N.I.P.C. = 0.18., Roof Live Load = 20 PSF, Roof Dead Load = 5 PSF, Floor Live Load = 75 PSF, Floor Dead Load = 5 PSF. Main Wind Force Resisting Systems Roof Wall N/A 40 1 31 1 26 Components & Cladding Design (Effective) Pressures (PSF) Zone Wind Area (+) (-) Zone Wind Area (+) (-) '1 30" Eye Auger Anchor or 30" CO Coral Anchor Shed Size LW Uplift PLF End Anchor "" Max. Interior Spacing " 147-0" 7.00' 243 V-0" to T-0" T-1" 12'-0" 6.00' 208 V-0" to ;i-0" 8'_4" 107-0" 5.00' 174 1'-0" to T-0" 10'-0" Wind Area 4.00' 139 V-0" to 3'-0" (+) Table 4b Anchor Spacing Of Auger Type Anchors For Double Wide Sheds 30" Eye Auger Anchor Shed Size LW Uplift PLF End Anchor" Max. Interior Spacing "• 20'-0" 10.00' 400 1'-0" to 3'-0" • Load width of uplift on runner. Location of end auger or slab anchor. Anchor spacing example: 30" auger or 318" x 2-3/4" expansion bolts. Notes: 1. Anchor spacing is based on .3 second wind gust at 150 MPH, exposure "C" per ASCE 7-98. For other wind zones multiply interior anchor spacing by the multipliers below. Wind Zone Multiplier 100 2.25 110 1.88 120 1.56 130 1.37 140 1.16 150 1.00 2. All measurements listed above are center to center of anchors. 3. The minimum number of auger anchors is (4). (1) @ each corner of shed for sheds less in length than the maximum. 4. The minimum edge distance for expansion bolts is 8 diameters or 5" for 3/8" expansion bolts. 5. Anchors shall be on side walls except when shed is placed next to existing building, in which anchors can be placed on end walls as close !o sides as possible. SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: 1" = 1'-0" (1) 3/8" x 5" (400# UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB AT SPACING (PER TABLE 1) NOTCH OR COUNTER SINK BOLT THRU 2 x 4 2 x 4 BOTTOM PLATE NAILED TO2x6BASE SHED DESIGN LOAD REQUIREMENTS for the 2004 Buildina Code Basic Wind Pressure qz = 0.00256(Kz)(Kzt)(Kd)M^2 per ASCE7-98 Kz = 0.85 Exposure C; Kzt = 1.0 Kd=0.85; 1=0.77; V=150 MPH qz = 32.04 PSF W=gzx0.85=27.14 PSF I hereby certify that I have reviewed these plans along with all the building materials and components used in the manufacturing of the sheds. The materials and components either have Florida Product Approval as required by Florida Building Commission Rule (Chapter 913-72) or were analyzed using the Rational Method and Allowable Stress Design. All materials and components comply with the 2001 & 2004 Florida Building Code for a 150 MPH wind velocity, basic wind pressure of 27.24 PSF, I = 0.77, Enclosed Building, Exposure "C", and N.I.P.C. = 0.18., Roof Live Load = 20 PSF, Roof Dead Load = 5 PSF, Floor Live Load = 75 PSF, Floor Dead Load = 5 PSF. Main Wind Force Resisting Systems Roof Wall N/A 40 1 31 1 26 Components & Cladding Design (Effective) Pressures (PSF) Zone Wind Area (+) (-) Zone Wind Area (+) (-) 10 18 29 10 31 34 1 20 1 27 4 20 30 32 50 4 26 50 28 31 Zone Wind Area (+) (-) Zone Wind Area (+) (-) 2 & 3 10 2X 5 18 14 10 20 50 1 37 30 28 1 42 39 35 ■�.'t- Lowrgficf E. Benne+/ P.E. #16644 revised on 3/09/2005 d td r ________ U rrZ vJ COU Q m c (0 rn No N W Q N 7 m l LLN T1.0 0 T m. 0 m C to o c '? C ON 0 X (N_yC U �L NO mLL CL 3 W � 3 :D 0 W O 0 Z 0 F - Q J J Q /n Z U) W U) W 70 W J 03 0 06 W J Z U) ry 0 Lt_ W .� n ] N . o z7� w p < n Dc J > W LLlWooz' C/3 O U ww U - w T LuJ tv Z0 L 2 m W O CL J U SEAL SHEET 1 OF I SET UP AND INSTALLATION OF SINGLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATIGN ON SCHEDULE 40 P.V.C. TO ALLOW FOR MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. 2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE BUILDING IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP TO LEVEL, BLOCKED, AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. 4. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED THROUGH THE 2 x 4 BOTTOM PLATE WITH 1/2" AUGER BIT AND THE EYEBOLT IS FASTENED INTO PLACE. THE HOLE IS DUG FOR 30" EARTH ANCHOR AND BACK FILLED. THE EYEBOLT AND AUGER ANCHOR ARE FASTENED WITH 1/2" x 2" BOLT. 5. IF UNIT IS TO BE ATTACHED TO CONCRETE SLAB, THE BUILDING IS SET ON SLAB SHIMMED UP TO LEVEL. A 3/8" HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1-1/2" OFF RIM JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN'L' BRACKET OR SIMPSON STRAP IS PLACED OVER THE 3/8" WEDGE ANCHOR, A 1/2"x 2" BOLT IS THEN FASTENED THROUGH THE EYEBOLT AND'L' BRACKET. 6. IF NO FLOOR UNIT BUILDING IS USED, ANCHOR WITH 318"x 5" WEDGE ANCHOR CENTERED BETWEEN EVERY WALL STUD. SET UP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED ON HIGHEST LOCATION ON GROUND AND IS LEVELED UP. 2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1) 1/2" x 4-1/2" BOLT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES LINED UP AND BOLTS PLACED AND TIGHTENED. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS PROCEDURE IS REPEATED, FOR MULTIPLE SECTION SHEDS, UNTIL ALL SECTIONS ARE IN PLACE. 4. GROUND ANCHORS ARE THEN ADDED. (SEE NOTE 5 FOR SINGLE WIDE INSTALLATION) 5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. 2" x 2" SQUA SII 3/8" x 8" FORGED EYEBOLT GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1. Building anchors shall be "mobile home" type #30 single helix eye auger anchors manufactured by Style Crest of Freemont, CH. Maximum allowable uplift 2,000# or equivalent. 2. Anchoring system to ground per local building code (by dealer). Locate anchors per Table 4 through the bottom plate. 3. Anchors shall be placed through the bottom plate and floor system. Table 1 Shed Ancoring to Concrete Slab Table 2 Runner Spacing Shed Width # Uplift / Side of Shed Anchor Spacing / Side 14'-0" 280 # / LF 4'-3" 12'-0" 240 # / LF -TO-- 10--o- 200 # / LF 6•_0" 8'-0" 160 # / LF 7'-6" ShedWidthl X1 X2 X3 14'-0" 1'-101/2" 3'-61/2" 6'-11" 12'-0" 2'-61/2" 6'-11" - 110'-0" 1'-61/2" 6'-1l" --- 8'-0" 9" 6'-6" --- values rrom eno or joist to centers or (z) 4 X 4 skids only, 14'-0" wide sheds have (4) sets of skids. Table 3 Support Footing Pad Spacing for Runner Blocking For Single or Double Wide Sheds Notes: 1. Pad spacing is end to center of pad. 2. Pads other than end pads spacing is center to center. 3. Use same max. spacing for interior runner. Type Pad Dimensions .Max. Load- Material 1 2" x 8" x 16" 1,778 # concrete block quality cement & sand mix Maximum Load & Pad Type Size Shed Description Type LW' - PLF Pad End Pad Max. Spacing End Pad I Side Runner Pad Type Interior Pad Side Runner Pad Type 14' SW/DW 4.15'/ 332 0 to T-0" 5'-8" 1936# II or III 1879# 11 or III 14' SW / DW 2.65'/ 205 0 to T-0" 8'-0" 1435# 1 1640# 1 12' SW 6.00'/480 0 to T-0" 5'-4" 2558# II or 111 25589 II or III 10' SW 5.00' / 400 0 to 3'-0" 6'-0" 2400# II or 111 2400# II or III 8' SW 4.00' 1320 0 to 3'-0" 6'-8" 2029# II or III 2133# 11 or III Notes: 1. Pad spacing is end to center of pad. 2. Pads other than end pads spacing is center to center. 3. Use same max. spacing for interior runner. Type Pad Dimensions .Max. Load- Material 1 2" x 8" x 16" 1,778 # concrete block quality cement & sand mix II 4" x 8" x 16" 3,500 # concrete block quality cement & sand mix III 16" x 16" 3,950 # ABS plastic pads Load wwm on runner. Based on 2,000 PSF allowable soil pressure. Soil pressure shall be verified by field pentrometer test or soils lab report. Check with engineer if soil pressure is less than 2,000 PSF. Notes: 1. Hollow or solid concrete blocks may be stacked on Pads for high sets up to 48" max, with out reinforcing.. 2. Pads required on 12' & 14' wide sheds only. 3/8" x 2 BOLT WITH (2) WASHERS & NUT SIMPSON A-24 STRAP (1,200# UPLIFT) (1) 3/8" x 3" (1,200# UPLIFT RATING) EXPANSION BOLT OR WEDGE ANCHOR INTO SLAB @ SPACING (PER TABLE 1) SHED WITH SKID ATTACHED ANCHORED TO CONCRETE SCALE: 1"=V-0" SIMPSON HS -24 1/2" THREADED -ROD W/ 2"x 2" WASHER & NUT (2,000 + CAPACITY)# UPLIFT ° 1/2" x 2" BOLT W/ (2) WASHERS & NUT ( +SHEAR CAPACITY) ° GRADE Lu Q SEE BUILDING ANCHOR -- > � DETAIL - ----- ----- --- - TYPE -i OR II CONCRETE PAD W/ BLOCKING AS REQUIRED N 1/2"x 4" FORGED EYE BOLT SHED WITH SKID ATTACHED -- SCALE: 1" = V-0" STRAP DETAIL SCALE: N.T.S. CORAL EYE AUGER ANCHOR SCALE: N.T.S. 2" x 2" GALV. WASHER 1/2" THREADED ROD 1/2" COUPLING 1/2" x 1-1/2" BOLT W/ (2) WASHERS (2,000#+ SHEAR CAPACITY) 1/2" x,; , ijiwED EYE BOL -i 30' HURRICANE ANCHOR SINGLE HELIX EYE AUGER ANCHOR SCALE: N.T.S. revised on 3/09/2005 Table 4a Anchor Spacing Of Auger Type Anchors For Single Wide Sheds Table 4b Anchor Spacing Of Auger Type Anchors For Double Wide Sheds 30" Eye Auger Anchor Shed Size LW' I Uplift PI F End Anchor' Max. Interior Spacing'*' 20'-0" 10.00' 1 400 l'-0" to T-0" 5'-0" Load width of uplift on runner. Location of end auger or slab anchor. Anchor spacing example: 30" auger or 3/8" x 2-3/4" expansion bolts. Notes: 1. Anchor spacing is based on 3 second wind gust at 150 MPH, exposure "C" per ASCE 7-98. For other wind zones multiply interior anchor spacing by the multipliers below. Multiplier 1+) 2.25 30" Eye Auger Anchor or 30" CD Coral Anchor Shed Size LW' Uplift PLF End Anchor" Max. Interior Spacing 14'-0" 7.00' 243 1'-0" to T-0" T-1" 12'-0" 6.00' 208 V 0" to T-0" 8'-4" 10'-0" 5.00' 174 V-0" to T-0" 10'-0" Zone 4.00' 139 11'-0" to 3'-0" 12'-6" Table 4b Anchor Spacing Of Auger Type Anchors For Double Wide Sheds 30" Eye Auger Anchor Shed Size LW' I Uplift PI F End Anchor' Max. Interior Spacing'*' 20'-0" 10.00' 1 400 l'-0" to T-0" 5'-0" Load width of uplift on runner. Location of end auger or slab anchor. Anchor spacing example: 30" auger or 3/8" x 2-3/4" expansion bolts. Notes: 1. Anchor spacing is based on 3 second wind gust at 150 MPH, exposure "C" per ASCE 7-98. For other wind zones multiply interior anchor spacing by the multipliers below. Multiplier 1+) 2.25 N/A 1.98 FWindZone 1.56 10 1.37 34 1.16 20 1.00 2. All measurements listed above are center to center of anchors. 3. The minimum number of auger anchors is (4). (1) @ each corner of shed for sheds less in length than the maximum. 4. The minimum edge distance for expansion bolts is 8 diameters or 5" for 3/8" expansion bolts. 5. Anchors shall be on side walls except when shed is placed next to existing building, in which anchors can be placed on end walls as close to sides as possible. SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: 1" = 1'-0" (1) 3/8" x 5" (400# UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB AT SPACING (PER TABLE 1) NOTCH OR COUNTER SINK BOLT THRU 2 x 4 2 x 4 BOTTOM PLATE NAILED TO2x6BASE SHED DESIGN LOAD REQUIREMENTS for the 2004 Buildino Code Basic Wind Pressure gz = 0.00256(Kz)(Kzt)(Kd)N^2 per ASCE 7-98 Kz = 0.85 Exposure C; Kzt = 1.0 - Kd = 0.85; 1 = 0.77; V = 150 MPH qz = 32.04 PSF W=gzx0.85=27.24 PSF I hereby certify that I have reviewed these plans along with all the building materials and components used in the manufacturing of the sheds. The materials and components either have Florida Product Approval as required by Florida Building Commission Rule (Chanter 9B-72) or were analyzed using the Rational Method and Allowable Stress Design. All materials and components comply with the 2001 & 2004 Florida Building Code for a 150 MPH wind velocity, basic wind pressure of 27.24 PSF, I = 0.77, Enclosed Building, Exposure "C", and N.I.P.C. = 0.18- Roof Live Load = 20 PSF, Roof Dead Load = 5 PSF, Floor Live Load = 75 PSF, Floor Dead Load = 5 PSF. Main Wind Force Resisting Systems Roof Wall 1+) I (-) (+) I (-) N/A 1 40 31 26 Components & Cladding Design (Effective) Pressures (PSF) Zone Wind Area (+) (-) Zone Wind Area (+) (-) 10 18 29 10 31 34 1 20 1 27 4 20 30 32 50 4 26 50 28 31 Zone Wind Area (+) (-) Zone Wind Area (+) (-) 2 & 3 10 18 10 20 50 1 37 30 28 1 42 39 35 2 5 5 14 d td 9//All E. Bennett/P.E. ,#16644 U I_Zn V J Co U W aC �� T m LL V 1 Cc 0 0 Co uL O © G 0M 0 C _ 'aa Loa a1 N D m L 3 W I� VJ W W W Q Q �W Z Q � J C',Q F- W (n J Z C7 ZI O, �i LLJ U � aa r O n � L } n m � a m J T (7 Lu ;7- W Z3 LL1woZn O X U w w " w p X ~ > Z o > W O � � a - U SEAL SHEET 1 OF I J Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 - ... ...... ... .. . . ... . .., _ F.' •:i,]_'•yhy. ,C• .4':?r?> �G' •.}'::'• .iSitl.rJ,U..hi6�i�y i.'TiL%iuY� �• .... .Mtf .•.. ,•`}t. PROPERTY P ME r 3Gi�.igiQLFcG�Ci3Jr'+'➢�`.f1. r' `�,` i;i . 7 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 11-20-30-505-0000-0080 Number of Buildings: 1 Owner: MOSES ANTHONY D & DONNA Depreciated Bldg Value: $90,065 Mailing Address: 112 SILVER MAPLE TER Depreciated EXFT Value: $6,233 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $20,000 Property Address: 112 SILVER MAPLE TER SANFORD 32773 Land Value Ag: $0 Subdivision Name: HIDDEN LAKE PH 3 UNIT 1 Just/Market Value: $116,298 Tax District: S1-SANFORD Assessed Value (SOH): $82,577 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $57,577 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Value(without SOH): $1,723 QUITCLAIM DEED 12/1989 02132 1184 $100 Improved No 2005 Tax Bill Amount: $994 WARRANTY DEED01/1989 02035 1153 $65,500 Improved Yes Save Our Homes (SOH) Savings: $729 WARRANTY DEED08/1983 01478 0516 $52,900 Improved Yes 2005 Taxable Value: $49,814 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENT LEGAL DESCRIPTION LAND PLATS' Pick-.. Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 0 0 1.000 20,000.00 $20,000 LEG LOT 8 HIDDEN LAKE PH 3 UNIT 1 PB 27 PGS 44 TO 47 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1983 6 1,262 1,790 1,262 CONC BLOCK $90,065 598,973 Appendage / Sgft OPEN PORCH FINISHED / 15 Appendage / Sgft GARAGE FINISHED / 513 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FIJ988 210 $714 $1,785 POOL FIBERGLASS 2005 220 $4,290 $4,400 COOL DECK PATIO 2005 360 $1,229 $1,260 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valore tax purposes. "` If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. . /re_web. seminole_county_title?parcel=11203 05 05 00000080&cpad=silver%20maple&cpad_ 10/ 10/2005 [HIS 1NJIKUIVItm rtttrAKtU Di: i IltY� 1 OW t CLERK C MORT, CU. NAME �►�►^3c� @S t6 Pt .E C(AM NOTICE OF-COMMENCEMEN'IttK 05'941 FOG 1'®.)58 ADDRA 2.1 f�e�� 12 C' CLERK'S # 2,005174353 Permit No. - d Ta II b4�i2t►! f�:� ;� PH State of Florida RECtIEtIIIIVl3 FI -TS 10.00 County of Seminole RE[,Y�lkil i3 BY t holdn> 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. ;: ""y = e�s/criptiJon of property: (legal desccr ption of the property and street address if available) Ln— !7 l�(�/ e rd / A-% P– P AS'- –TT7 l lIU /f � �R .�% 7GS yl-/'" Liz neral description of improvement: e 'f C u Owner information a. Name and address vl) d W # Le2�� � b. Interest in property C. Name and address of fee simple titleholder (if other than Owner) 4 Contractor Y a. Name and address b: Phone number Fax number 5 , ' Surety a.. Name and address b. Phone number Fax number C. Amount of bond er a. Name and address fjjp s aj G 41,1)/ t/ I r.0 7' SGL L b. Phone number Fax number 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: ti rr a. Name and address b. Phone number Fax number 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. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) r%Ialure of Owner Sworn to (or affume ) and ubscribed before me this {'© day of , 200 , by CERtIFIED Copy Personally Known OR Produced Ide ification BAR ANNE MORSE Type of Identification Produced CI_EtiV V IR UITCOURT 2o�pPY PSB`/n JO ANN M. JOHNSON "' �t0 NTLO MY COMMISSION ## DD 2856:' aY EXPIRES: March 23, 2006 Won=s2onEoxpetary Pu ic, State of Florida �rFoxFioa°Bonded Thru Budget Notary Service; G® F VU.9Kires: _ [UU5 FRDII ALUNTNUPI AND HORS FAX IJO. '407 634 7333 OCT. 03 2003 03.19PH Pl t INC--- • sCRUN ROONs * POOL-ENCLUSUREs ReSe�teNlNs o®a®igaai i - CARPORTS A VINYL AND ACRYLIC WINDOWS 332 Maguire Rd. * Ocoee, f. 344761 407.654.7522 * Pax: 4407.654.7533 October 3, 2005 City of Sanford Building Official (407) 407-328-3859 Re: (105 Spanish Bay Drive Sanford, Florida 32771) Dear Building Official, Please cancel Building permit for the above mentioned address. This customer canceled they're contract and we would like to cancel this permit effective today October 3, 2005. Please call me if you have any questions (407)654-7522. Respectfully, FranCard / General Contractor