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HomeMy WebLinkAbout205 W 26 St (2)CITY OF SANFORD PERMIT APPLICATION \ � plication 4: 11 0 � � r I Submittal Date: r RE�:FI 4 �/FII Job Address: ©S W � �� Value of Work: Parcel ID; Zoning: Historic District: Description of Work: X 10 1�1 k e rA Square Footage: •Permit Type: Building • • • • Electrical ,❑ • • .. •Mechanical .❑ • • • • .......•Plumbing ❑• , • • •Fire Sprinkler/Alarm ❑• • • • • • Pool •❑ 1 • • • • • 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 Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential ❑ Commercial U Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) .... t �/}�p %............................................................ ....................... •. PropertyOwner: C •�• • •" V, • • Contractor: • • • , , Address: J Address: N Phon Phone: State License Number: Bonding Company: Mortgage Lender: Address: .Address: Architect/Engineer: Address: Plan Review Contact Person: Phone: Fax: Phone: 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. 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 "f0 RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requi ments of this ermit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be a itional permits req ired from other governmental entities such as water management districts, state agencies, or federal agencies. Accept n of p mit is ver -catio that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature er Date Signature of Contractor/Agent Date to w /Age N e Print Contractor/Agent's Name Signature o to Forada. Date Signature of Notary -State of Florida Date MY COMMISSION #. DD6*96 EXPIRES: February 25, 2011 OF 1-800-3-1,40TARY ' FI. Notary Discowt Assoc Co. Owner/Agent is P ally Known to Me or Contractor/Agent is Personallfft4 Known to Me or Produced ID � _ Produced ID APPROVALS: ZONING: (0 UTIL:FD: ENG: Special Conditions: I I I t Ue Cd lc o V11 k2 vo e , + Rev 07.07 .l-1 I J 3 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 3zLif i aYY C ..... , dS OWERTY APPRAISER .......................... .... ......................... ... ....................... ... 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 01-20-30-506-0000-3650 Number of Buildings: 1 Owner: CHAVEZ ZAID J Depreciated Bldg Value: $117,159 Mailing Address: 205 W 26TH ST Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $18,368 Property Address: 205 26TH ST W SANFORD 32771 Land Value Ag: $0 Subdivision Name: WOODRUFFS SUBD FRANK L Just/Market Value: $135,527 Tax District: S1-SANFORD Assessed Value (SOH): $135,527 Exemptions: Exempt Value: $0 Dor: 01 -SINGLE FAMILY Taxable Value: $135,527 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 04/2006 06293 0505 $210,000 Improved Yes 2006 VALUE SUMMARY QUIT CLAIM DEED 04/2006 06293 0503 $100 Vacant No 2006 Tax Bill Amount: $310 ADMINISTRATIVE 09/1998 03744 0994 $100 Vacant No 2006 Taxable Value: $15,744 DEED DOES NOT INCLUDE NON -AD VALOREM PROBATE 03/1992 02408 1493 $100 Vacant No ASSESSMENTS RECORDS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage p Land Unit Land a De th Fick i; PLATS: ..• .:.: Method Units Price Value ....... FRONT FOOT & E 1/2 OF LOTS 365 & 367 FRANK L DEPTH 64 100 .000 350.00 $18,368 WOODRUFFS SUBD PB 3 PG 44 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New 1 SINGLE 2006 8 1,384 1,892 1,384 CB/STUCCO $117,159 $117,748 FAMILY FINISH Appendage / Sgft GARAGE FINISHED/ 460 Appendage / Sgft OPEN PORCH FINISHED/ 48 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. http://www.scpafl.org/web/re—web.seminole—county title?parcel=01203050600003650&c... 6/27/2007 OWNER BUILDER STATEMENT/AMDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT FSS 489.103 Disclosure Statement 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 $75,000. 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. It 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 supervision 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. BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I UNDERSTAND AND AGREE TO THE EXEMPTION PROVISIONS OF FLORIDA STATUTES 489.103 Z AS LISTED ABOVE. C I HAVE ACCESS TO THE ADOPTED CODES. C ' I AM FAMILIAR WITH THE CODE PROVISIONS. I HAVE ADEQUATE KNOWLEDGE AND QUALIFICATIONS TO SAFELY PERFORM AND DIRECTLY C SUPERVISE THE WORK. THIS PROPERTY IS NOT AN APARTMENT, CONDOMINIUM OR RENTAL PROPERTY. THIS STRUCTURE IS NOT BEING BUILT WITH MY INTENTION TO SELL, RENT, OR LEASE. I UNDERSTAND THAT THERE IS NOT STATED A TIME FRAME TO SELL, RENT OR LEASE AN C, OWNER BUILDER STRUCTURE WITHOUT BEING INVESTIGATED. I UNDERSTAND THAT FOR ANY UN -LICENSED PERSON I HIRE, I MUST DEDUCT F.I.C.A., Z �1 WITHHOLDING TAX, AND PROVIDE WORKER 'COMPENSATION INSURANCE. xPropertAddress: I, k. �� ` do hereby state that I am qualified and capable of Y- perform6Jy1g the a ested construct' 'n involved with the permit application filed. ue °�4,t. �'I QN ate MY COMMISSION # DD6629096 — ----, IRES: Feb 5 011 L/j 7ci3Of-Fn-_ f�t�.eit�n�I-Ij _3 NOT Notary Di Ass (Must be Photo 0) •`// / (`I A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. (Rev. 4/20/07) a N BOUNDARY SURVEY DESCRIPTION: THE EAST 1/2 OF LOTS 365 AND 367, FRANK L. WOODRUFF'S SUBDIVISION, AS PER PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 44, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. WEST 1/2 LOT 365 b WOODRUFF STREET 9 WEST 1/2 LOT 367 1/2 ROD 31MWio• 8 9 W e O i SET row SHAWN 4671 SET " SHAM ON 4671 1A L' sHANNON 4671 I LOT 370 LOT 369 NOTES: — Underground utilities were not located. — Bearings are based on the centerline of Woodruff Street as being assumed as NBS'V527E — According to F.I.R.M. Community Panel number 12117CO045 E, dated April 17, 1995 the described property lies in Zone X. Areas determined to be outside the 500 year Flood Plain. CERTIFIED TO: FIRST NATIONAL BANK OF CENTRAL FLORIDA PINECREST HOMES, LLC PINECR£ST & GABRO INVESTMENTS, INC. SCOTT D. CLARK, P.A. COMMONWEALTH LAND TITLE INSURANCE COMPANY SHANNON SURVEYING INC. AUGUST 4, 2005—A D TincATIONs. 499 NORTH S.R. 434, SUITE 2153 ALTAMONTE SPRINGS, FLORIDA, 32714 (407) 774-8372 LB # 6898 DEPARTMENT . W, STATE OF FLORIDA OF COMMUNITY AFFAI R.S "Dedicated to making Florida a better place to call home" STEVEN M. SEIBERT Secretary )EB BUSH Governor MElY10 RA NDUM Manufacturers and Agencies TO: Building Officials, FROM: Ila Jones,. Department of Community. Affairs • �� Requirement for Raised Seals for Manufactured Buildings/Sheds RE: DATE: March 15, 2002 The Florida Building Code does not require original signed and sealed plans bclosed structurehedto the local building department to obtain a permit for installation or ereby the State verifies the plans have manufactured in a manufacturing facility. ait for insi la by issued State and determined to comply been reviewed and the buildingsinspected with applicable codes. The State of Florida maintains a set of sealed plans reviewed and approved by a Florida licensed ed at the Modular Plans Reviewer and inspection reports condue� should supply manufacturing copy of the approved Florida licensed Modular Inspectors. The manufacturer P plans with the permit application. You may also review the approved plans by accessing the Florida Building � System website at( wwwe formation .floridabuilding.org), Manufactured Building. � s (foundation, etc:) are specifically and entirely rese Site -related installation requirementrved to the local authority: If you need additional information, please do not hesitate to contact me at 850-922-6091 or e-mail: ila.•ones(cldca.state.11 us 2555 SHUMARD OAK BOULEVARD • Ttnet addALLAHASSEE, FLORIDA 32399-2100 Phone: 850.488.8466/SuncOm 278.8 ttp:// FAX: 550.921.0 8uls/Suncom 291.0781 EMERGENCY MANAGEMENT HOUSING & COMMUNITY DEVELOPMENT COMMUNITY PLANNING 2555 Shumard Oak Boulevard 2555 Shurrurd Oak Boulevard CRITICAL STATE CONCERN FIELD OFFICE 2555 Shumard Oak Boulevard Tallahassee, FL 32399.2100 Tallahassee, FL 12399.2100 2796 Overseas Highway, Suite 212 Tallahassee, FL 32399-2100 (850) 48&7956 marathon(850) x8&2356 , FL 33050-2227 1850) 413.9969 L I . 4 BRIDGING 2x 4 BENT (TYP.) 1 x 4 BRIDGING SEE DETAIL BELOW WINDOW OFENINC (2) 2 x 6 BEAM (TYP. 4' ALUMINUM SIDIN 2 x 4 BOTTOM PLAT 314' PLYWOOD FLOG HURRICANE ANCHORS (TYP.) USE SIMPSON -STA-18 W/ g14 - 16d \ NAILS 2 x 8 SIDERAIL WALL ANCHOR DETAIL SCALE: N.T.S. 9 • -VARIES- VAPoEsy`-�/U r-,2 a-,2 x 6 SZ:O ACCEC'.YHEY \\\y n �mp}7 with the GARAGE =CR INSTALL_-'- CL �4396t r� B'� iaz iLn YAX-'MOTHS'.:' +'R �I EN �.ANCE C..-enS'.M=7 .I ml =SR SAF -AGE -CRS S H .� I x A BRIDGING - VARIES -77 CC-E occupancy 2x6PT7 _ U, .1Roo �paOQvelocity M- 2 X 4 SPRUCE HEADER a _ (2)- 7Xtr 92 PINE EACH S10E NON LOAD BEARING WHEN GARAGE DOOR INSTALLED - 1 x a BRIDGING 0 BENT (TYP.) _ 20 GAUGE 3- x 5• GALV. PRESS PLATES (2) PER CONNECTION 5 71 TYP10AL SLOPE AT KNEE •)12 JOINT OF SENT � 1 x 4 BRIDGING a BENT (TYP.) 2x 4 BENT FRAMES CONNECTED WI tad COMMON ,,I 1'-0. O.C. 2 x 4 BOTTOM PLA- s:uPeCv-5241 I - SEE ATTACHMENT CIETAILS -r X. zs A-< -e-- VAAIES 9'-0• To 1701 - =CR IRMATICN YOT SHCWN SEE :NO ELEVATION c`'.. c_c'JA-1CN'JNTH CCCR TWC SKID MCCE'_S SCALE: 1/1• = 1'-0' \\�I 2 z 4 HEALER \\\y n �mp}7 with the 12 1 x a BRIDGING C 5 CL �4396t r� B'� iaz iLn _•tan;E_� 2x4BE•R (f1'P.) - T, SLCPEATKNEEJOINTOF rso �p 1Ea 'v 12 SEPT lilCt Zttd idOPtt>i OF SHED ete t0 tk5t f0tio'wtag� m I x A BRIDGING - ISOMETRIC •�• SCALE: N.T.S. /•-�0X { lI..YY � � 2 a 4 STUD (TYP ) _ x= ya• aLYW000 FLCCR OVER occupancy 2x6PT7 _ U, .1Roo �paOQvelocity = /��- S=E AT'ACNMEPT CETAIIS wr' d_::t7 L Fin Ra tin j of � Wa11r - ° y, 4a-0•MAX. LENGTH P 1 1 2•-0. O.C. MAX. JOIST SPACING A111 -Floor /•.dA.aa- 1 S ' ( `R ' a` `cT sHc'rm SEE EVD ELEVATION WITH OCCR Da"2,qAPPrDra! E_VA-!CN FOUR SKID MCDE'_S x �-d RUN4"Co"'21' of Itis Doc•t-c"'1 �dSc3 �Qt From the rcSaxt'acnu- f7 OF 6 to to X w I w m z FLOOR FRAMING PLAN - SCALE: 114' =-1'-0• V-0, 2x6 P.T.P. PLATES FCR / O SHEDS OVER 16' 'N LE'G-- f z SET UP AND INSTALLATION OF SINGLE WIDE SHEDAla ;* qx 1 2 x 4 BENT 1, BUILDING IS PLACED IN RMIESTED COCATION ON SCHEDULE 40 P,V.C, TO ALLOW F 0 20 GA. 3" x 5• GALV. MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE. FENCE. PROPERTY LINE. ETC. 2/1 NAILED PLATES (2) PER 2, ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE 1 .2004 • CONNECTION FOR, HEADER BUILDING IS BLOCKED ON HIGH SPOTAND LEVELEDTHE OTHER ENO OF THE 9UILDING . • USE 8d COMMON BROUGHT UP TO LEVEL ANO BLOCKED THEN THE CENTER OFTHE BUILDING IS BROUGHT UP 12/28/2004 4MPSON -x5 PLATE W/ TO LEVEL BLOCKED. AND THEN SHIMMED. 03/09/2005 _ 7, AFTER THE BUILDING IS LEVEL• MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT (9) !Od x 7-1/2• NAILS •r �- (2) 2x4 W/ 1/2 PLY'N000 SPACING. ��LL �•'� T1RU INTO HEADER W/ (5)- I :I I• SPACER OR 4x4 ,#2 PIN 4. ANCHOR PUCEMEHTIS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED � i t .Oa x 3 NAIL O EACH I THROUGH THE 2 x a LE IS PLATE WITH RT AUGER BR ANO THE FILLED - H FASTENED IL/J _ END 51MPSCN HS -2a W/ 5&5 INTO PLACE. THE HOLE I6 DUG FOR 20- EARTH ANCHOR AND BACK FlLLED. THE EYEBOLT t6d NAILS ® 2x4 FRAME AND AUGER ANCHOR AREFASTENEDCOWITH 77x?BOLT. (5 � �j )}" 71 5. IF UNIT R TO BE ATTACHED TE CONCRETE SLAB, THE BUILDING IS SET ON SLAB SHIMMED �v( }`.• UP TO LEVEL. A 318• HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1.170FF RIM I S-Ec ON THRLI H AF DER JOIST.SIMPSON THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN B BRACKET OR DOCUMENT SIMPSON STRAP IS PLACED OVER THE 7!B' WEDGE ANCHOR. A 17 x 7 BOLT 18 THEN SCALE: 1 lit I'd FASTENED THROUGH THE EYEBOLT ANO L' BRACKET. 6. IF NO FLOOR UNIT BUILDING IS USED. ANCHOR WITH 3/8', S'WEDGE ANCHOR CENTERED_ 2 x - BENT BETWEEN EVERY WALL STUD. - 20 GA. 3' . 5" GALV. , (NAILED PLATES (2) PER • •\ CONNECTION FOR HEAOER GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS USE So OOMMON 4,4 @2 PINE. 2x4 NAILED 1. 9urkinp anchon shall be'mobde hemi lypa 430 ample halo are auger anchan manufactured by Style Creat of Freemont. OH, uni SiMPSON 735 ?LATE w/ TO BOTTOM W 2 ,#16a-, Manmum Anchoring ly.l upliftground ar local butdi • / ( ) M 'imam n$a a,aem ground par Taal building code (by osabN. Local anchors per Table 4 through the bortam plats. (8) 'Do x 1-1/Z• NAILS COMMON NAILS S' 16' C.C. ]. Ancnan shatl be placed through tn. bottom Plte no bor aYsbm. THRU NTO =FADE, 'N/ (5) . :Cd x 3' `TAIL Ci EACH • I SIMPSON HS -24 STRAP Toole I Shed Ancoring to Concrete Sloo Toole 2 Runner Soacing cN0 INTERMECIATE FRAMES OR HEADERS 'N/ 4At4 1611 ed 'X.[. Uplift / Side of _ eencnar Sot c / Si a Shed 'Nat x1 X2 X3 �I NAILS 9 2.4 FRAME Snta'd' 280 e1LF 4'Tc^ 1a'O• 1'-1017 3'317 6'-11• 1 17-0• 240 / I LF 2'3 /7 0 TYPE 11 SECTION 1HRU HEADER a• zooa/LF s-0 00 '317 B -1r _ 5'-0• 160 F 1 LF i'8' 8'-0' 9• 8'-E - SCALE 1 17 = 1'-0' Valu.. from no at jout to canton of (2) 4 X 4 $kwa onry. I4'-0wwl aheas nava 14) seta of skid.. ^�_ -ccie Su000rt Focung Pcc SOCcing 'cr Runner Blocking For Single or DCu01e 'Nice Stec3 ,I 2' SQUARE WAS Mcnmum,_uda do Pcd 'we 3/8" 2- BOLT w/ (2) . =CRGED Descrmd.n pea Ena Px Sice Rinne In mrior 5"all Runr.e WASHERS h NUT (A-24 Pao Type Pao Pca T/Je _`CRGE_ - _ Troll LlY• - -' a baa Mcv. _ppCin R Liz• LMH• � A -2a STRAP SW / J1 5' /-3 M no 3'-]' '-8- '9364 .I or :'I 18791 I: o "I (7.200+7 UPLIFT) a' Sw % C5 2.65' "/ 2 £' :o }.-J.. _Q Lj35= - 16e0a I 1 a 5w 6.00' / A Cl :0 3'-' " 584 a or NI 25584 II or .TI (1.200N '�C SW 5. 00" / 4. m 'a 3'- d - J' 24004 dor 'ucr :II SIMPSON HS -24 UPLIFT RATING) EXPANSION d S'N 4 CC' / 6 :a 20491 BOLT CR WEDGE ANCHOR No ll ... ,•: , a. .. •�- `��!NTO SLAB 0 SPACING ), Pde spacing is end to center of pea. (PER TABLE 1) Peas other than end pats s0ac:n9 is center ;o center. _. use schre m x. soacing 'or interior runner. SHED INJ SKID ATTACHED ACHORED TO CONCRETE ewe Pae Dimensions Max. Loae Va;erial SCALE. 1 17 • r-0' 7 x S' , 16• + 778 a .oncrete Bleck pumdy cement S .aha mo (1) 3/8" z 5• (,Do# lI 4• z a' z +8' 7.500 ed cancra. Beck e. amem a .-`O 7-- 'UPLIFT RATING) WEDGE III 18' IB' ]950e ABS ousm aa ANCHC'n INTO CONCRE _ L... wnth on runner. SLAB AT SPACING - B ... a on 2.000 PSF albwi le sad pressure. Sod pressure Mab b,,,,fwd by Belo penuemelr ISM If 10111 lab report. Check In (PER -ABLE 1) e,gmur d and ph,..... b baa man 2.000 PSF. NOTCH OR COUNTER SINK No .:to with out - BOLT 7 -RU 2 x 1 Hollow or siiid concrete blocks -nay be stacxee on peas for high sets up (0 aB' /Z MI .. re .r -q.. s 'fte -- J ♦ I 2.in iPeas required on 12' h 14' wide needs only. W 314' PLYWOOD FLOORING O U pr -S1 �/►1}a• q A 2 x 4 BOTTOM PLATE - - Q Q . VY7si {•/�Ir's) iii NAILER O 2 x 6 BASE sable as Ancrlor Spacing Of Auger Type Anc.'+ors For Single 'Wide Sheds A z 4 RUNNER 0 .� 1 C©II�r`��e3i�C� with Vii.., ,r -::-ea Siz '_w• UolTl; _red lAncn. rc'Acx. onteri., e. -nal Anchor Q a,Yii 7➢7 M er = nch O AROUND) PLATE (TYP All ,��� ted' -0• -0'r 8 a_ �7 N - AROUNO) 2 x 8 BENT (TYFl (SEE SIDE _� 0 �y••Aaa�.s,e� �} _72 fcr WALL ELEVATION) •� � (Q U ' ■ rodu&, Appro�vil 'MNDOWIOOOR HEADE 2. 4 HEADER 2. 4 BEMT (TYP3 1 x 4 BRIDGING 2x4SILL 2 x 4 BOTTOM PLATE SEE DETAILS FOR CONNECTION SIDE ELEVATION HATH DOORS & VIANDOWS SCALE: lie a 1'-0' 2'-0' (TYP,) SEE SIDE ELEVATION WITH DOORS 8 WINDOWS FOR INFORMATION NOT SHOWN SIDE ELEVATION SCALE: 114' - 1'-0' 1 x 4 BRIDGING 214 BENT(TYP.) 1 x 4 WINO BRACE 12 j r P FOUR CORNERS OR GREATER 2 x 4 BOTTOM PLA SEE DETAILS FO CONNECTION R .)/•C •O�"C � LcaNnLL • d U{Nv`Jto � O,_>v� a - i:T I i I I J 0 05 > c "O O-0 170fo Q) CL toV)41 �o,Ll,"R.S.P.BoT. - SIDES ALLOINTS 1 Y 41 2.4 CONSTRUCTION CL -,t ALUMINUM DCCR SKIN ON BACK BACK -0 a O CO :CCR CCNSTRUCTICN AT U ICP-ICNAL)O WIDEc W O t0 C: o (n U 1 O .N to } .4J_ 4 ' fo � .� O O E5 L Y -i V � � (U _ � O U rue tom 'n4RING DIAGRAM ,CPTICV. ELECTRIC) SCALE: � T S. SHALL BE MC :ABLE'. GA ^, Ma= TNG ALL METAL BOXES IZ'-0• fi W' 208 1 -0'to 3 LOO' SOa 174 t'-0'to 3'11' 10-0- .,Ld. HFD `MTH FLOOR RE'*OV� ANCHORED TO GONCR-FTF e-0 400 ]9 0 to 30 73 = O - SCALE: .i -I /2' 1-C' -able 4b Anchor Spacing (it Auger 'ype Anchors For Double 'Wide Sheds - U V)- - FORGE] EYE BOLT OR '/2 30 Eve a,.aer anchor ul THREADED ROD w/ j - •• /rte 2• X 2 WASHER & NUT reed Siz LW Uplift 2+ _.'+a Anchor•• Max ntenor �becn /I (2.000 + CAPACITY) 10.00' 400 1'-0'to 3'-0' S'-0• tj •Cr I.t . UPLIFT Load wxllh of uplift an runner. yyO = rr J Q SEE STRAP DETAIL Location of end lupe' 0r ebb snehar. z a xO•� (� U Anchor spacing example: 3a• super e' 31W x 2.3/4' ezpanswn bode. `. S eir L.1 1/2" x 2' BOLT W/ (2) 07 Q i 'HASHERS k NUT pw 1 (2.000 t SHEAR Noaa: _ _ SIMPSON NS -24 CAPACITY) 1. Anchor sparing is based on 3 second wind gust at 150 MPH per (n GRADE ASCE 7-98. Category 'C'. Importance Factor 0.77. Enclose Building. TYPE I OR It CONCRETE P, W/ BLOCKING AS REOUIR i ti: s t cORGEO EYE BO SHED W/ SKID ATTACHED SCALE 1 17 - 1`7 2'. 2• GALV. WASHER N.I.P.C. = 0.18. 2. All measurements listed above are center to center of anchors. 3. The m'nimum number of auger ancnors is (4). (1) a each career of shed for sheds less in length than the maximum. 4. -,he minimum edge distance for expansion Salts is 8 diameters or 5• for 3/8' expansion bolts. 5. Anchors shall be on side walls except when sped is placed next to N existing building. in 'hien anchors can be placed On no ...Is a3 CIOSe to af-'✓o� ,sides Epossible. 94,16 WJ1- FCRGED M EYE BOLT OR '/2• THREADED ROD 3 I_ 17;I COVPLING 17 x I I/7 BOLT W/ (2) L WASHERS (2.000t• SHEAR CAPACITY) n AVRIEW RRI -ED G %1101TY ^F SANF"I"R6 H s SINGLE HEUX AUGER ANCHOR COgAL EYE AUGER ANCHOR BE=TABLE+FCR SPACING a m z _ On �� Q. Basic VAnd ProeedUre en7 Q JI) qz • a00258(Kz)(Kz0(Kd)(V)-2 at ASCE 7.98 KZ = 0.85 Exposure C: Kzt - 1.0 Kill=0.85:1a0.77;V-15OMPH qz - 32,04 PSF W=pit x 0.85=27.24 PSF 1 harpy candy that I hard nwew.d Neu Plana abrq with a9 the tuitional matamb and . - pmpan.nte used in he manulamunng of the an... Th. maleate and aampanenta e.her W e haw Florida P.... Appraial all round by Fbnda 8utldktp Commotion Rut. (Chapter a. ;i 98.72) ar were anM,xad u.ng be Rational Method and Allowable Son. • aaapn. AI..,an.b ono cpmpan.ma compM .,h,h. 2001 S 2004 Fla.. Building Cade mr s 150 MPH wind ncay. bast wen pnaaun of 27.24 PSF, I = 0.T7, Encknc.d owMW ng. ExoOsure'C dna C'y NAiv. P C. • 0.18.. Real LLoad = 20 PSF, Roof Dud Load = i PSF, %a,'iva loa< + "d CO b a PSF, Floor Dud Load = 5 PSF. e ¢ Main Mnd Farted Reedlil Systems Ido : s O mpdnenta k Cladding Design (EHec't1Yw) Preasuros (PSF) Zane /lin,• Ar90 r f - ' Zane win. Ar Pc / 29 10 31 34 4 20 30 32 / 50 28 50 79 31 / :1 zan lino A -, -, zone in. Area t- - t 11 J 05 e tgfe is red 42 Y�. 2&3 20 17 55 5 --_ 10 30 Sp 1a a7 50 28 75 err -- 1 E -.71 -de E./166.4 ata------------ ar IZ'-0• fi W' 208 1 -0'to 3 LOO' SOa 174 t'-0'to 3'11' 10-0- .,Ld. HFD `MTH FLOOR RE'*OV� ANCHORED TO GONCR-FTF e-0 400 ]9 0 to 30 73 = O - SCALE: .i -I /2' 1-C' -able 4b Anchor Spacing (it Auger 'ype Anchors For Double 'Wide Sheds - U V)- - FORGE] EYE BOLT OR '/2 30 Eve a,.aer anchor ul THREADED ROD w/ j - •• /rte 2• X 2 WASHER & NUT reed Siz LW Uplift 2+ _.'+a Anchor•• Max ntenor �becn /I (2.000 + CAPACITY) 10.00' 400 1'-0'to 3'-0' S'-0• tj •Cr I.t . UPLIFT Load wxllh of uplift an runner. yyO = rr J Q SEE STRAP DETAIL Location of end lupe' 0r ebb snehar. z a xO•� (� U Anchor spacing example: 3a• super e' 31W x 2.3/4' ezpanswn bode. `. S eir L.1 1/2" x 2' BOLT W/ (2) 07 Q i 'HASHERS k NUT pw 1 (2.000 t SHEAR Noaa: _ _ SIMPSON NS -24 CAPACITY) 1. Anchor sparing is based on 3 second wind gust at 150 MPH per (n GRADE ASCE 7-98. Category 'C'. Importance Factor 0.77. Enclose Building. TYPE I OR It CONCRETE P, W/ BLOCKING AS REOUIR i ti: s t cORGEO EYE BO SHED W/ SKID ATTACHED SCALE 1 17 - 1`7 2'. 2• GALV. WASHER N.I.P.C. = 0.18. 2. All measurements listed above are center to center of anchors. 3. The m'nimum number of auger ancnors is (4). (1) a each career of shed for sheds less in length than the maximum. 4. -,he minimum edge distance for expansion Salts is 8 diameters or 5• for 3/8' expansion bolts. 5. Anchors shall be on side walls except when sped is placed next to N existing building. in 'hien anchors can be placed On no ...Is a3 CIOSe to af-'✓o� ,sides Epossible. 94,16 WJ1- FCRGED M EYE BOLT OR '/2• THREADED ROD 3 I_ 17;I COVPLING 17 x I I/7 BOLT W/ (2) L WASHERS (2.000t• SHEAR CAPACITY) n AVRIEW RRI -ED G %1101TY ^F SANF"I"R6 H s SINGLE HEUX AUGER ANCHOR COgAL EYE AUGER ANCHOR BE=TABLE+FCR SPACING a m z _ On �� Q. Basic VAnd ProeedUre en7 Q JI) qz • a00258(Kz)(Kz0(Kd)(V)-2 at ASCE 7.98 KZ = 0.85 Exposure C: Kzt - 1.0 Kill=0.85:1a0.77;V-15OMPH qz - 32,04 PSF W=pit x 0.85=27.24 PSF 1 harpy candy that I hard nwew.d Neu Plana abrq with a9 the tuitional matamb and . - pmpan.nte used in he manulamunng of the an... Th. maleate and aampanenta e.her W e haw Florida P.... Appraial all round by Fbnda 8utldktp Commotion Rut. (Chapter a. ;i 98.72) ar were anM,xad u.ng be Rational Method and Allowable Son. • aaapn. AI..,an.b ono cpmpan.ma compM .,h,h. 2001 S 2004 Fla.. Building Cade mr s 150 MPH wind ncay. bast wen pnaaun of 27.24 PSF, I = 0.T7, Encknc.d owMW ng. ExoOsure'C dna C'y NAiv. P C. • 0.18.. Real LLoad = 20 PSF, Roof Dud Load = i PSF, %a,'iva loa< + "d CO b a PSF, Floor Dud Load = 5 PSF. e ¢ Main Mnd Farted Reedlil Systems Ido : s O mpdnenta k Cladding Design (EHec't1Yw) Preasuros (PSF) Zane /lin,• Ar90 r f - ' Zane win. Ar Pc / 29 10 31 34 4 20 30 32 / 50 28 50 79 31 / :1 zan lino A -, -, zone in. Area t- - t 11 J 05 e tgfe is red 42 Y�. 2&3 20 17 55 5 --_ 10 30 Sp 1a a7 50 28 75 err -- 1 E -.71 -de E./166.4 ata------------ ar TYPE I OR It CONCRETE P, W/ BLOCKING AS REOUIR i ti: s t cORGEO EYE BO SHED W/ SKID ATTACHED SCALE 1 17 - 1`7 2'. 2• GALV. WASHER N.I.P.C. = 0.18. 2. All measurements listed above are center to center of anchors. 3. The m'nimum number of auger ancnors is (4). (1) a each career of shed for sheds less in length than the maximum. 4. -,he minimum edge distance for expansion Salts is 8 diameters or 5• for 3/8' expansion bolts. 5. Anchors shall be on side walls except when sped is placed next to N existing building. in 'hien anchors can be placed On no ...Is a3 CIOSe to af-'✓o� ,sides Epossible. 94,16 WJ1- FCRGED M EYE BOLT OR '/2• THREADED ROD 3 I_ 17;I COVPLING 17 x I I/7 BOLT W/ (2) L WASHERS (2.000t• SHEAR CAPACITY) n AVRIEW RRI -ED G %1101TY ^F SANF"I"R6 H s SINGLE HEUX AUGER ANCHOR COgAL EYE AUGER ANCHOR BE=TABLE+FCR SPACING a m z _ On �� Q. Basic VAnd ProeedUre en7 Q JI) qz • a00258(Kz)(Kz0(Kd)(V)-2 at ASCE 7.98 KZ = 0.85 Exposure C: Kzt - 1.0 Kill=0.85:1a0.77;V-15OMPH qz - 32,04 PSF W=pit x 0.85=27.24 PSF 1 harpy candy that I hard nwew.d Neu Plana abrq with a9 the tuitional matamb and . - pmpan.nte used in he manulamunng of the an... Th. maleate and aampanenta e.her W e haw Florida P.... Appraial all round by Fbnda 8utldktp Commotion Rut. (Chapter a. ;i 98.72) ar were anM,xad u.ng be Rational Method and Allowable Son. • aaapn. AI..,an.b ono cpmpan.ma compM .,h,h. 2001 S 2004 Fla.. Building Cade mr s 150 MPH wind ncay. bast wen pnaaun of 27.24 PSF, I = 0.T7, Encknc.d owMW ng. ExoOsure'C dna C'y NAiv. P C. • 0.18.. Real LLoad = 20 PSF, Roof Dud Load = i PSF, %a,'iva loa< + "d CO b a PSF, Floor Dud Load = 5 PSF. e ¢ Main Mnd Farted Reedlil Systems Ido : s O mpdnenta k Cladding Design (EHec't1Yw) Preasuros (PSF) Zane /lin,• Ar90 r f - ' Zane win. Ar Pc / 29 10 31 34 4 20 30 32 / 50 28 50 79 31 / :1 zan lino A -, -, zone in. Area t- - t 11 J 05 e tgfe is red 42 Y�. 2&3 20 17 55 5 --_ 10 30 Sp 1a a7 50 28 75 err -- 1 E -.71 -de E./166.4 ata------------ ar Basic VAnd ProeedUre en7 Q JI) qz • a00258(Kz)(Kz0(Kd)(V)-2 at ASCE 7.98 KZ = 0.85 Exposure C: Kzt - 1.0 Kill=0.85:1a0.77;V-15OMPH qz - 32,04 PSF W=pit x 0.85=27.24 PSF 1 harpy candy that I hard nwew.d Neu Plana abrq with a9 the tuitional matamb and . - pmpan.nte used in he manulamunng of the an... Th. maleate and aampanenta e.her W e haw Florida P.... Appraial all round by Fbnda 8utldktp Commotion Rut. (Chapter a. ;i 98.72) ar were anM,xad u.ng be Rational Method and Allowable Son. • aaapn. AI..,an.b ono cpmpan.ma compM .,h,h. 2001 S 2004 Fla.. Building Cade mr s 150 MPH wind ncay. bast wen pnaaun of 27.24 PSF, I = 0.T7, Encknc.d owMW ng. ExoOsure'C dna C'y NAiv. P C. • 0.18.. Real LLoad = 20 PSF, Roof Dud Load = i PSF, %a,'iva loa< + "d CO b a PSF, Floor Dud Load = 5 PSF. e ¢ Main Mnd Farted Reedlil Systems Ido : s O mpdnenta k Cladding Design (EHec't1Yw) Preasuros (PSF) Zane /lin,• Ar90 r f - ' Zane win. Ar Pc / 29 10 31 34 4 20 30 32 / 50 28 50 79 31 / :1 zan lino A -, -, zone in. Area t- - t 11 J 05 e tgfe is red 42 Y�. 2&3 20 17 55 5 --_ 10 30 Sp 1a a7 50 28 75 err -- 1 E -.71 -de E./166.4 ata------------ ar