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HomeMy WebLinkAbout402 Willow Avet Permit # : 0_S _3 1 A Job Address: Description of Work: Historic District: b X\ Zoning: CITY OF SANFORD PERMIT APPLICATION Date: Value of Work: $ 1� Permit Type: Building \_0 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 #: Owners Name & Addrr LAT a � X-:), -N Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: _ Address: Architect/Engineer: Address (Attach Proof of Ownership & Legal Description) IPI I Phone: Contact Person: State License Number: Phone: Fax: Io/�% Application is hereby made to obtain a pennit 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. OWNER'S AFFIDAVIT: 1 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 fi-om other governmental entities such as water management districts, state agencies, or federal agencies. Acceptancepe. ni i verification that 1 will n I it' t o er of th@ property of the requirements of Florida Lien Law, FS 713. ignature of Owner/Agent Date Signature of Contractor/Agent Date "�& Prmk1 Aner/Aggnt`s Name / Print Contructor/Agent's Name Signature ott—Nrotary'St too `lay- a DEBBIE BLAO L N MY COMMISSION # DD 188491 +3a EXPIPES: February 25, 2007 nn N Tj% �' uct�y r)j:cci!nt Assoc Co. Owner/Agent is erg-. 01 Kn n tom_ o M;e or . Produced ID APPLICATION APPROVED BY: Bldg: Special Conditions: Zoning: Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) $qj CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. I1 is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowe law on the permitted structure. Owner/Builder Signature Date Print Owner/Builder Name t MY oM681s ogL,gNTpN W&C 1-80e s EXPIRES: Februar DD 188491 NOTARY Y FLAI_ 2007 Owner is Personally Known to Me or has Produced ID _ r—, Signature of Notary—State of Florida otary 25, Discount Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 .Ire web. seminole_county_title?parcel=3019315170B000170&cpad=willow&cpad_num=402c91712005 rS,4gi!�]]�aQG�!-!j?�e4N�s'�CgF�•hQ�fiuy3 T •: :}�:::� '•�{;:•:::.:.:.-• : •rr' rrrr.: �• R M Y PROPERTY � {'r �, • • g 'may RA APPRAISER S .•:• , r 3Ef.,iES...L�{."��.i� . .7 O :t.�.:.• }. r : }'f ...... i0i:7IFtYS.ri rol y r•i'• r�� S Fem^. lF L.3Z`7T-74Sk, 4Z7-6M=750F, 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 30-19-31-517-OB00-0170 Depreciated Bldg Value: $34,692 . Owner: PARKER PATRICIA Depreciated EXFT Value: $0 Mailing Address: 402 WILLOW AVE Land Value (Market): $11,640 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 402 WILLOW AVE SANFORD 32771 Just/Market Value: $46,332 Subdivision Name: FELLOWSHIP ADD Assessed Value (SOH): $30,544 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $5,544 Dor: 01 -SINGLE FAMILY Tax Estimator 2005 Notice of Proposed Property Tax 2004 VALUE SUMMARY SALES Tax Value(without SOH): $276 Deed Date Book Page Amount Vac/Imp Qualified 2004 Tax Bill Amount: $95 WARRANTY DEED08/1996 03117 1746 $40,000 Improved Yes Save Our Homes (SOH) Savings: $181 2004 Taxable Value: $4,654 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENT LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 17 BLK B FELLOWSHIP ADD PB 8 P FRONT FOOT & 60 134 .000 200.00 $11,640 3 DEPTH 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 1953 3 618 1,215 618 SIDING AVG $34,692 $51,396 Appendage / Sgft GARAGE UNFINISHED / 209 Appendage / Sgft UTILITY UNFINISHED / 56 Appendage / Sgft UTILITY UNFINISHED / 32 Appendage / Sgft BASE SEMI FINISHED / 216 Appendage / Sgft UTILITY UNFINISHED / 60 Appendage / Sgft OPEN PORCH UNFINISHED / 24 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 our next ear's property tax will be based on Jusf/Market value. .Ire web. seminole_county_title?parcel=3019315170B000170&cpad=willow&cpad_num=402c91712005 Sep 07 05 10:35a Patricia Parker 407-699-4047 p.1 rwn0 T IRC "PC LEGEND:_ I BOUNDARY SURVEY mc-RETE SET 1/2` REBAR k CAP PSM R SM7 R - RAOIUS :] CENTRAL ANCIE CfJNC. - "ONCRETE LOT 17, BLOCK "B", FELLOWS���IIIP ADDITION TO SANFORD , ACCORDING TO THE PLA—, T T A5 RECORDED D:: != WATER VAi VE. IN PLAT BOOK 8 PAGE 3 OF THE PUBLIC RECORDS OF SEMINOLE I I I COUN"Y, FLORIDA. WP WOOL) POY&R POLE M . MEASURED P - PLAT I I I BUILORLNE 9lULDiNG SFYSAi'.X JNf —'X—X—K—X- PRM PVbWANENT RE: ��+CE MONUMENT A\C - AIR CONDITONCR R\W = RIGHT OF NAY SCALE: PC: = POINT Of 'ZURVAWRE IR c IRON ROD —�--�'--- -- /+.1 •:u K' Twl(f P08 . PCYNT CF RFCNNINL IP - IRON PIPE 1•- 30 PELT or ., pry,J'f !,F T-, I n FOURTH STREET 4 I j LUT 18 nouw ,,r 134.3'(P&M) F RNID !FJII Pin I a I A O I I 20.0 9435'42' O I.OT o C 6 LOT 17 1 C o non STORY a vCONC i ( z V06, D_ v ftc5_ d► , 94'51'2' za> v #402 as =`5' �- o o sx4cs 85'17'6" .i } L9' M= "'M � 134 3'(P&f) ...DD FOVrsO ,� j LOT 16 rwn0 T IRC "PC LEGEND:_ mc-RETE SET 1/2` REBAR k CAP PSM R SM7 R - RAOIUS :] CENTRAL ANCIE CfJNC. - "ONCRETE FOUND PROPERTY CORNER i> FOUND 4' X 4- CONCRETT MONUMENT I, L - ARC LENGTH C,H.BRG. (?!CURD GEARING C8. -CONCRETE BLOCK N.F, = WIYRAME OD FF D:: != WATER VAi VE. LS- = -AND SURVEYOR OOOD COV - VW .: WATM METM b � FIRE H`.L"E LB. - LANO SURVCvING OV=iINE55 WP WOOL) POY&R POLE M . MEASURED P - PLAT CPP ..CONC. POWER POLE BUILORLNE 9lULDiNG SFYSAi'.X JNf —'X—X—K—X- PRM PVbWANENT RE: ��+CE MONUMENT A\C - AIR CONDITONCR R\W = RIGHT OF NAY J= GARSED IYIRE FEMCE W00, FENCE PC: = POINT Of 'ZURVAWRE IR c IRON ROD —�--�'--- -- /+.1 •:u K' Twl(f P08 . PCYNT CF RFCNNINL IP - IRON PIPE I i or ., pry,J'f !,F T-, (`y . rANrRFTF 1111N,IMFN, U I , A BRIDGING 21 A BENT (TYP.) I x A BRIDGING SEE CE TAIL BELOW 'WINDOW C PENING S) 2 . 6 SEAM (TYP ALUMINUM SIDING : , - EAC E.z? 2 . 4 BOTTOM PLATE Arian —M?ky '016 IG 31V PLYWOOD FLOOR F1twia­%An.&CrKrcd 3"a'-\- ET. -TV. H i -E ANICHCRS AT Ila- 0,,7 CF jRR C�N (TYP USE SIMPSON Aa x"d sjoptvil Coicics 211d E ENT, !STA -18 .�/ all - ISO "'L, ISOMETRIC OFSHED Aamtothrfc�ci 2 5 IIIERAIL SCALE. .v.-. S. ol_­__J :_2C9 CIE., WALL ANCHCR DETAIL AlloMorbiz -19- --- ---- S SCALE N.T.S. W-,.d Via cir--r Fir. R- li-f of Z— tijeU` 10'-0' MAI LENGTH Plan 2 0 C MAX. JOIST SPACING ­ AUOFt­11 L"a ID— AID, p ry R,N*"r0-ex# of tt_is Doc--' • O'l -_19t F r Ath-6- or u I From the ­q`acl ­ 7 7 0 x FLOOR FRAMING PLAN SCALE: 114' - I'T 2_2" 211, PLIWOOO FLCORIIG 4, A RUNNER 2.ABOTTOM P%A­i_('. =__ AROUND) 2 , 6 BENT (TYR 1 ISEE SIDE WALL ELEVATION) SIDE ELEVATION HATH DOORS & WINDOWS SCALE: 114- 1'.0' 2'-0' (TYP .) SEE SIDE ELEVATION WITH DOORS 4 WINDOWS FOR INFORMATION NOT SHOWN SIDE ELEVATION SCALE 114— VO' -NOOW I COOP HEADER 2 1 4 HEADER 2,4 8EMT (TYR) 1 1 4 BRIDGING !Z- 2 , A WRUCF HEADER & 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 10 P V.C. TO ALLOW FOR rZ- Z`XW 92 PINE EACH SIDE 1 . 4 BRIDGING NON LCAO BEARING WHEN 2. 4 8ENT(TYP.) GARAGE DOOR INSTALLED BUILCING IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS .1 1 . 4 BRIDGING 0 SENT (TYP.) I x 4 WIND BRACE aYP) AT FOUR CORNERS 17 -TWICE 5 20 GAUGE 3" S* rALV. PRESS OR GREATER PI-A I PER .0.NCTI tS (,I CNECON • 71 Y--kL SLCPE AT KNEE SIMPSCN PLATE 'N1 -DINT OF BENT M-; S AD-= 1x A BRICGINC C BENT (TYR iAAA._= _CCq GRACE ,,.Ax 2 2E]VT -RA.ES C:Z 1:. =NNEC7EO'.V/ t' CC:MMCN U P TO LEVEL. A 318' HOLE IS CRILLEO WITH HAMMER CRILL INTO CONCRETE I III OF; RIM 1 7 S a JOIST 'HE EYE OLT IS FASTENED THROUGH BOTTOM PLATE AND AN IL'5RACKET OR z VC LE SIMPSON STRAP IS PLACED OVER THE US- WEDGE ANCHOR A 17 I T BOLT IS THEN SIMPSCN HS -24 W1 5&5 FASTENED THROUGH THE EYEBOLT AND 'L 'RACKET 6:F NO FLOOR UNIT 9ULCING IS USED. ANCHOR WITH 1,1* x 5'WECGE ANCHOR CENTERED 9-TWEEN EVERY WALL STUD. 16d NAILS 0 2.4 FRAME TYPE \ :RMX-CN \C7 S�C— SE= END zLZA-.C, SECTION THRU HEADER : , - EAC E.z? 2 . 4 BOTTOM PLATE Arian —M?ky '016 IG 31V PLYWOOD FLOOR F1twia­%An.&CrKrcd 3"a'-\- ET. -TV. H i -E ANICHCRS AT Ila- 0,,7 CF jRR C�N (TYP USE SIMPSON Aa x"d sjoptvil Coicics 211d E ENT, !STA -18 .�/ all - ISO "'L, ISOMETRIC OFSHED Aamtothrfc�ci 2 5 IIIERAIL SCALE. .v.-. S. ol_­__J :_2C9 CIE., WALL ANCHCR DETAIL AlloMorbiz -19- --- ---- S SCALE N.T.S. W-,.d Via cir--r Fir. R- li-f of Z— tijeU` 10'-0' MAI LENGTH Plan 2 0 C MAX. JOIST SPACING ­ AUOFt­11 L"a ID— AID, p ry R,N*"r0-ex# of tt_is Doc--' • O'l -_19t F r Ath-6- or u I From the ­q`acl ­ 7 7 0 x FLOOR FRAMING PLAN SCALE: 114' - I'T 2_2" 211, PLIWOOO FLCORIIG 4, A RUNNER 2.ABOTTOM P%A­i_('. =__ AROUND) 2 , 6 BENT (TYR 1 ISEE SIDE WALL ELEVATION) SIDE ELEVATION HATH DOORS & WINDOWS SCALE: 114- 1'.0' 2'-0' (TYP .) SEE SIDE ELEVATION WITH DOORS 4 WINDOWS FOR INFORMATION NOT SHOWN SIDE ELEVATION SCALE 114— VO' -NOOW I COOP HEADER 2 1 4 HEADER 2,4 8EMT (TYR) 1 1 4 BRIDGING YIW=ed PrOducts In com-pHance with Rule 9B-72 fcr Product Approval 2x I SILL 2 , A BOTTOM PLATE SEE DETAILS FOR F.S BOTH CONNECTION SIDES ALL wCIWTS 2.. CONSTRUCTION FCRG__0E._ 3CL_ CR 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 10 P V.C. TO ALLOW FOR 2 . 4 SENT 1 . 4 BRIDGING 2- X 2- 'WASHER & Ntj- 2. 4 8ENT(TYP.) 20 GA. 3' . 5' GALV. BUILCING IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS C I x 4 WIND BRACE aYP) AT FOUR CORNERS 17 -TWICE NAILED PLATES (2) PER OR GREATER , /2' , 2" BOLT W1 (2) • CONNECTION FOR HEADER SIMPSCN PLATE 'N1 (2.000SHEAR CCNNEC7lON USE so COMMON �Cd NAILS N-10 ­10ER 1/ 'C_ GRACE INTO PLACE, THE HOLE IS DUGFOR 30' EARTH ANCHOR AND BACK FILLED. THE EYEBOLT (2) 2x4 1/2" PLYWOCID N1 SPACER OR Axa J2 PIN No no U P TO LEVEL. A 318' HOLE IS CRILLEO WITH HAMMER CRILL INTO CONCRETE I III OF; RIM 1 7 S a JOIST 'HE EYE OLT IS FASTENED THROUGH BOTTOM PLATE AND AN IL'5RACKET OR z VC LE SIMPSON STRAP IS PLACED OVER THE US- WEDGE ANCHOR A 17 I T BOLT IS THEN SIMPSCN HS -24 W1 5&5 FASTENED THROUGH THE EYEBOLT AND 'L 'RACKET 6:F NO FLOOR UNIT 9ULCING IS USED. ANCHOR WITH 1,1* x 5'WECGE ANCHOR CENTERED 9-TWEEN EVERY WALL STUD. 16d NAILS 0 2.4 FRAME TYPE I SECTION THRU HEADER ;-n-, Ic, ­cr SCALE. I lrZ= 1* -C' 15M1 c -cm. c. -Y ­­rl S ..no ntz is' 1 16' 3950 A I 1AS o�­,e o... 2 o .... .. 2CCO 11F ib-- -o S.,I e. -I. -.1 -Tr- I... Irian -.,COO ISF No- 20 GA. Y S.. GALI, :zncla ::,,.s -•c, :, -t- _n cc -s ;c, -r E- .z & ­" -o,. -r. -­ -co" 4c�rcno, Szo-g -,oe Ar -'s 7o, S:rc:e '4- �n­ e 7 NIILE: PLATES P�p CCN.NECTION FCR HEAC�R USE 2. CCMMCII -,2' ;.ILS 21:1 1 3 CO I ice I ." 1,3"7 1 3 414 12 RINE. 2�4 NAILED TO - oTOM C7 1/ (2) CCfJ.CN NAILS 16' -ACT 12 SIMPSCN HS -2A STRAP INTERMEDIATE FRAMES CR Cale -- 4d Anendr s.cc;rq --f A -e Arcrc,c �.r Do-" "ce 'EACERS N/ A&A 16d -r- :cc, NAIL. D 2x4 FRAME TYPE 11 SECMN THRU HEADER An,n., aoacnq -..W 30' ..g., or U8' s 2.311' 1—- b..., SCALE 1 l? = 1'J d, YIW=ed PrOducts In com-pHance with Rule 9B-72 fcr Product Approval 2x I SILL 2 , A BOTTOM PLATE SEE DETAILS FOR F.S BOTH CONNECTION SIDES ALL wCIWTS 2.. CONSTRUCTION It 2 _-AP jA 3' Oc t4c"T 7REpc� A.,C-cz —�_.NiC SLAE3, ­AC.NG �o_R 7-eL- Sr D 'All SKIC ATTACHED ACHORED TO CONCRE7� Ir7 4' Il� j&-7 Mil� 2 �07TC�l SIMPSON KS -24 TYPE OR If CONCRETE PAD WI BLOCKING AS REQUIRED 1,'. ; eCRGEO EYE BOLT ; as 0 111 L 2al FCRG__0E._ 3CL_ CR 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 10 P V.C. TO ALLOW FOR ZROD 1 . 4 BRIDGING 2- X 2- 'WASHER & Ntj- 2. 4 8ENT(TYP.) (2.CCO - CAPACT-) BUILCING IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS C I x 4 WIND BRACE aYP) AT FOUR CORNERS 17 -TWICE Z�CNAU OR GREATER , /2' , 2" BOLT W1 (2) 2 x 4 BOTTOM PLATE WASHERS NUT �; SEE DETAILS FOR (2.000SHEAR CCNNEC7lON CAPACIT_Y) THROUGH THE 2 1 4 BOTTOM PLATE WITH Irt AUGER SIT AND THE EYEBOLT IS FASTENED GRACE INTO PLACE, THE HOLE IS DUGFOR 30' EARTH ANCHOR AND BACK FILLED. THE EYEBOLT MPH -d AND AUGER ANCHOR ARE FASTENED WITH Irr x Z'9OLT. 5 IF UNIT IS TO BE ATTACHED TO CONCRETE SLAB. THE BUILDING IS SET ON SLAB SHIMMED "APPROV no U P TO LEVEL. A 318' HOLE IS CRILLEO WITH HAMMER CRILL INTO CONCRETE I III OF; RIM 1 7 S a JOIST 'HE EYE OLT IS FASTENED THROUGH BOTTOM PLATE AND AN IL'5RACKET OR z VC LE SIMPSON STRAP IS PLACED OVER THE US- WEDGE ANCHOR A 17 I T BOLT IS THEN DOCUMB, It 2 _-AP jA 3' Oc t4c"T 7REpc� A.,C-cz —�_.NiC SLAE3, ­AC.NG �o_R 7-eL- Sr D 'All SKIC ATTACHED ACHORED TO CONCRE7� Ir7 4' Il� j&-7 Mil� 2 �07TC�l SIMPSON KS -24 TYPE OR If CONCRETE PAD WI BLOCKING AS REQUIRED 1,'. ; eCRGEO EYE BOLT ; as 0 111 L 2al SHED W/ SKID ATTACHED SCALE: 1 1 rr - 1•-7 STRAP DETAIL SCALE. -EL!X AUGER -NCHCR SR1C..NG 2'. 2- GALV. WASHER FORGED -E 9OLT CR /2- HREACE6 ROO IrT COUPLING IrZ', 1 l? SOLTWI (2) WASHERS i2,000# - SHEAR CAPACITY) irr, 4' FORGED EYE BOLT 2C - HURRICANE ANCHOR SETUP AND INSTALLATION OF SINGLE WIDE SHED FCRG__0E._ 3CL_ CR 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 10 P V.C. TO ALLOW FOR ZROD .MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE. PROPERTY LINE. ETC. 2- X 2- 'WASHER & Ntj- 2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE (2.CCO - CAPACT-) BUILCING IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS jp.:F- BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP SEE STRAPDETAIL TO LEVEL. BLOCKED. AND THEN SHIMMED. , /2' , 2" BOLT W1 (2) 3. AFTER THE BUILDING IS LEVEL. MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT WASHERS NUT �; S PACING. (2.000SHEAR 4 ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED CAPACIT_Y) THROUGH THE 2 1 4 BOTTOM PLATE WITH Irt AUGER SIT AND THE EYEBOLT IS FASTENED GRACE SHED W/ SKID ATTACHED SCALE: 1 1 rr - 1•-7 STRAP DETAIL SCALE. -EL!X AUGER -NCHCR SR1C..NG 2'. 2- GALV. WASHER FORGED -E 9OLT CR /2- HREACE6 ROO IrT COUPLING IrZ', 1 l? SOLTWI (2) WASHERS i2,000# - SHEAR CAPACITY) irr, 4' FORGED EYE BOLT 2C - HURRICANE ANCHOR SETUP AND INSTALLATION OF SINGLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 10 P V.C. TO ALLOW FOR M.- --ol, uche 2.000s pr ­­, , .MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE. PROPERTY LINE. ETC. 2. A-1-9 lyl- Id ground .., I.e., euibvrq cope It, -.0. Locale -1- b., T..I. . n-gn in. b.r­ -- 2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE BUILCING 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. 3-61, 1 S* 3. AFTER THE BUILDING IS LEVEL. MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT 5-11" 1 S PACING. . Ina f th. An- T,. manna..n. co.b.-A...r., 4 ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED =.-Hoi- 111-1 A11- 11 ­­ by F,;om. Budding CommitRW-CrIie- THROUGH THE 2 1 4 BOTTOM PLATE WITH Irt AUGER SIT AND THE EYEBOLT IS FASTENED NDI INTO PLACE, THE HOLE IS DUGFOR 30' EARTH ANCHOR AND BACK FILLED. THE EYEBOLT MPH -d AND AUGER ANCHOR ARE FASTENED WITH Irr x Z'9OLT. 5 IF UNIT IS TO BE ATTACHED TO CONCRETE SLAB. THE BUILDING IS SET ON SLAB SHIMMED "APPROV no U P TO LEVEL. A 318' HOLE IS CRILLEO WITH HAMMER CRILL INTO CONCRETE I III OF; RIM .11 L- -rip a JOIST 'HE EYE OLT IS FASTENED THROUGH BOTTOM PLATE AND AN IL'5RACKET OR SIMPSON STRAP IS PLACED OVER THE US- WEDGE ANCHOR A 17 I T BOLT IS THEN DOCUMB, FASTENED THROUGH THE EYEBOLT AND 'L 'RACKET 6:F NO FLOOR UNIT 9ULCING IS USED. ANCHOR WITH 1,1* x 5'WECGE ANCHOR CENTERED 9-TWEEN EVERY WALL STUD. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1, 5 `k1q -111 "Ilib. --.4 111.'!Vp, s30 ­gi. new aye auger angngn manufaauraq 5y S,Y,. Creat of C. M.- --ol, uche 2.000s pr ­­, , i Basic Wind PrtpIwstniI 2. A-1-9 lyl- Id ground .., I.e., euibvrq cope It, -.0. Locale -1- b., T..I. . n-gn in. b.r­ -- 3, A.,,.. .ccle 1 She Ancor;nc io Conc-ete TcDle Runner ttccc:nc jSnC'S PSF 3-61, 1 S* F 12 4] 5-11" 1 I 1.ni c.ndy Inn I nm nvnw,d in-IIi -i In. ­idi,g ­.ni . Ina f th. An- T,. manna..n. co.b.-A...r., =.-Hoi- 111-1 A11- 11 ­­ by F,;om. Budding CommitRW-CrIie- u-, In. F.I.­ Minn. andAtli Sb- C..qr. V a moa/ wan In. 2001 & 2004 Fl- Buk,nq Cap, tar , 150 MPH -d - 0.77. Enew- no Lite N LP C. = 0.18- Roof 0:1127220"IPSY Roof 0... Low PSF. 7tbb, .11 L- -rip :If WA.In Wind Fords Resisting S,.t-. C-P-ents & C1.1141.9 Dissign (EffeatF-) P—,.. (PSF) ,Oro a 29 :0 1 31 1 4 20 30 22 ;-n-, Ic, ­cr S. x 16, 1 77! . --i cement I .no n 15M1 c -cm. c. -Y ­­rl S ..no ntz is' 1 16' 3950 A I 1AS o�­,e o... 1�41 o .... .. 2CCO 11F ib-- -o S.,I e. -I. -.1 -Tr- I... Irian -.,COO ISF No- :zncla ::,,.s -•c, :, -t- _n cc -s ;c, -r E- .z & ­" -o,. -r. -­ -co" 4c�rcno, Szo-g -,oe Ar -'s 7o, S:rc:e '4- �n­ e 7 1-5 21:1 1 3 CO I ice I ." 1,3"7 1 3 12 Cale -- 4d Anendr s.cc;rq --f A -e Arcrc,c �.r Do-" "ce -r- :cc, 20., 1 10m. I +Oo 1 1 3mlo3:C' *on't An,n., aoacnq -..W 30' ..g., or U8' s 2.311' 1—- b..., d, NObn sJ, !.�rc` or spacing is csso on 3 seccro -0 ;t,st at ;sO MPH - ,C 7-98. Cztcqory 'C'. moo,tc,ce Fcctor 0-77. -,close 3uilcirq, 2 All .measurements listed c -e z,e center :o center of cncmo,s. minimum number of cucia, c,c,c,s is eocn carrier of s- one- - in 1,rqtm !"o, .n A 7 i=nedge cis once �c, -I. is 8 A, 3 e Is. Z_ A-._ I. -I os on side dils e.ceot -.n onea s oloced next to t- ­q o.iibirq, In,rico creno,. ca n b -ced on end -Is es ciose to ;H1 SHED DESIGN LOAD REqL1IREJEN�S for the 2004 Buildina C24 5D i Basic Wind PrtpIwstniI qz • 0.0O2%Kzj(1Utj(Kd)(V) -2 Par ASCE 7-M KI • 0.85 E,o ... m C. K2t - 1 0 <d - 0,85:1 - 0,77: V - 150 'PH PSF 0.85. 27,24 PSF I 1.ni c.ndy Inn I nm nvnw,d in-IIi -i In. ­idi,g ­.ni . Ina f th. An- T,. manna..n. co.b.-A...r., =.-Hoi- 111-1 A11- 11 ­­ by F,;om. Budding CommitRW-CrIie- u-, In. F.I.­ Minn. andAtli Sb- C..qr. Al matwes a moa/ wan In. 2001 & 2004 Fl- Buk,nq Cap, tar , 150 MPH -d - 0.77. Enew- no Lite N LP C. = 0.18- Roof 0:1127220"IPSY Roof 0... Low PSF. 7tbb, .11 L- -rip oSF­FI=1 C11d Load = 5 PSF WA.In Wind Fords Resisting S,.t-. C-P-ents & C1.1141.9 Dissign (EffeatF-) P—,.. (PSF) ,Oro a 29 :0 1 31 1 4 20 30 22 Zone I 'n, A-1 d ".1 ' 21 1 1 5 1 _j NO 1�41 1 c0 a1 50 O&VS= Iiiow= 9/10/'CO3 2/14/2004 10/19/2co, 11/05/2004 12/28/,Col 03/09/IC05 I R