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HomeMy WebLinkAbout322 Pacer CtCITY OF SANFORD BUILDING & FIRE PREVENTION FEB 2 4 2016 PERMIT APPLICATION Application No: (.D Documented Construction Value: S 01' Job Address: 3 a A C- - , Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New g Addition Alteration Repair Demo Change of Use Move Description of Work: G k $ S -ed Plan Review Contact Person: Phone:Fax: Email: . I ( u- kuswrS C '. '', C. Cl— P roperty Owner Information Name dcrf "CAM, M co V -e_ Phone: Street: Sb0 Rve Resident ofro ePP rh' • . City, State Zip: Jk a .3x3 Contractor Information Name-2c- L1,1' I Vs 4VY4 a C-nktii ; y,.. Phone: Street: "Q . lk / Fax: City, State Zip: IL\ S,13v, c• j S State License No.: /,1550.70 Architect/Engineer Information Name: FVR• k C I.i.c, v h Street: a L4 k'a City, St, Zip:Ft -3;L-779 Bonding Company: Address: Phone: y0 i- C V ~ 9 35 3 Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO 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. 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 constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application © 0 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing informatio is accu a that all work will be done in compliance with all applicable laws regulating construct' a oning. Signature of Owner/Agent Date rgna ntmctor/Age Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Pri t Contractor/Agent's Name 2 L)._ 4' Signature of Notary -State of Florida Date Notary AN Tbk StatSC Tof FloridamyCom111. Expirgs Jan 16, 2018Comptltlslon / FF 071 van to Me or BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[-] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING:Z 2c( ((oUTILITIES: ENGINEERING: UUMA Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: T COMMENTS: ()k n S l ( x 8 c ed W 1Al 0 m c. k S . 1h IO oc T-,b J S'YI0LAJ el Revised: June 30, 2015 Permit Application np3q REQU-MED- INSPECTION SEQUENCE 1 6 - 6 2 3 -- Addrpqe- ) Myo BUILDINGPERMIT Min Max )duns; Deserf2tion Footer / Setback S,temwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill Down Cell Sheathing — Walls Sheathing —Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final :Solar Final .Roof Final Stucco / Siding Insulation Final Final Utility Building Final'Door Final Window Final Screen Room Final Pool Screen Enclosure Mobile .Home .Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) REVISED: June 2014 E-LECTIUCAL-PERM.47 Min Max -n Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final N W. vW- 77 w- Min Max Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHAWWAL RERMT Min I max T min I.Max Mechanical Roup Mechanical Final Gas U Gas Final October 14, 2013 Alex Martens Superior Sheds, Inc. 2323 S. Volusia Ave Orange City, FL 32763 RE: Manufacturer Certification, ID MFT -113; Expiration Date: October 14, 2016 Dear Alex Martens FLA P:vc awectved Build a ff g:ary St ; KA r 50 4.17, F•av&550.41484 T RIck$coft, Governor It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. Volusia Ave, Orange City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured Buildings for installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance wjth the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be 'met to maintain approved status. You may expect and demand quality plans review and Inspections. Each Code. change will make your plans obsolete until they have been reviewed, approved and indicated [on the cover page of the plans] for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and are properly posted on our website. All site -related installation issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to -your manufacturing facility and records to remain in compliance with the rules and regulations of this program.. Your certification is approved for three years from this date. You will receive a renewal notice by Email generated by the BCIS (www.floridabuilding.org) for online renewal. If you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436: Please visit our website at www.floridabuilding.org to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. Sincerely, Robert Lorenzo Manufactured Buildings Program gvILD/AG SANFORD r 16-6..23,x. SET UP AND INSTALLATION OF SINGLE WIDE SHED 1.BUILDING 1S PLACE 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 THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED, THEN THE CENTER OF THE BUILDING IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING -(see table 3) 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING, HOLES ARE DRILLED THROUGH THE 2'X 4" BOTTOM PLATE WITH AN 2" AUGER BIT AND THE EYEBOLT(or 2" threaded rod) IS FASTENED INTO PLACE. THE HOLE IS BUG FOR THE 30" EARTH ANCHOR AND BACKFILLED.(per manufacture guideline). THE EYEBOLT AND AUGER ANCHOR ARE FASTENED TOGETHER WITH A 2"X2" BOLT & NUT, AND (2 ) 2" X 2" GALVANIZED WASHERS. 5. IF UNH IS TO BE ATTACHED TO A CONCRETE SLAB, THE BUILD IS SET ON THE SLAB SHIMMED UPTO LEVEL, A'-2' HOLE IS DRILL INTO CONCRETE 1 2" OFF OF RIM OF JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND A A-24 SIMPSON BRACKET OR EQUIVALENT IS PLACED OVER THE 2" WEDGE ANCHOR. A 2" X 2" BOLT AND NUT W/(2) 2" X 2" GALVANIZED WASHERS ARE USED TO ATTACH THE EYEBOLT AND A-24 BRACKET TOGETHER: 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 THE HIGHEST LOCATION OF 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. (see table 3) 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) 2' X 4 z' BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND THE BOLTS ARE 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 table 4b) 5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. T 4" mi j- 2" X 2" FLAT WASHER Wlk NUT 2"X 4' BOTTOM PLATE 2" X 12" FORGED EYEBOLT 2" X 6" P.T. FLOOR FRAMING SIMPSON HS -24 CUP(8704UPLIFT) or equivalent j" X 2" BOLT WI(2) 2` WASHERS SIMPSON A-24 CLIP or equivalent 1) x3'(12000 UFTRATING) EXPANSION BOLT OR WEDGE ANCHOR INTO SLAG @(spacing per tablo 1) SHED WITH SKID ATTACHED ANCHORED TO CbNCRETE SCALE: N.T.S. STRAP DETAIL scale_ n.ts. x 2" galvanized washer ith 112' nut threaded rod J" coupler Z"Wt&nut .1(2)2'x2" mized washefs(2,0004+ r capacity) 2" forced eyebolt irricane auger anchor GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHOR 1. Building anchors shall be "mobile home" type HP -1 single helex eye auger anchor manufactured by Home Pride of Bristol ,VA. Average holding power is not less then 4,900#. 2. Anchoring system to ground per local building code(by. dealer). Locate anchors per Table 4a or 4b. 3. Eyebolts shall be placed through the bottom plate(floor system) and attached to anchor. TABLE 7 Shad Anchoring to Concrete Slab TABLE 2 Runner Spacing Shed Width #U lift! Side of Shc4 max.anchor spacing Maximum Load &Pad Type ' Shed'Width Xi X2 X3 13'-8' 280# 1 LF Y-6- Shed VJid[h 13'-8" 1'-10 )' 9'-17" 6` 11.. Max. S acin 111-8" 24 0# / T- 6' S W /DW 4.15` 1332 0" - 6' 2' -8" - - 19364 1, 11, 111 or IV 1579# I, II, III or N 10' 200# 1 LF 31 - 6' 0" - 6" 6'-0" lo, 1' - T 6' - 10" - 10' B' 160#/LF T-6" 6'-0' 2400# 1, 11, III or IV -400# Lg 8' 9' 6'-6" - SW 4.00'l320 6' 1204 LF T- 6" 2029# I, II, III or N 2 6'- 10" 51" - 0' - 6' Values from end of joist to centers of (2) 4' x 4" skids only. 13'-B' wide sheds have (4) set of skids TABLE 3 Support Footing Pad Spacing for Runner Blocking for Single Wide(SW) or Double Wide Sheds(DW) 1. Pad spacing Is end to center of pad 2. Pads other than end pads spacing is centerto center. 3. Use same max. spacing for interior spacing. Type Pad Dimensions Max. Load". Material 1 2" x 8" x 16" 1.7784# 1concrete block cluality cement & sand mix II 4" x 8" x 16' 3 500# concrete block qualitycement & sand mix - 1 16' x 16" 3,95u# ABS Pads IV 8" x e- x 16" 1,900# lconcrete block quality cement & sand mix Load width on runner. Based on 2,000 PSF Soil Bearing Capacity (2,000 PSF is typ.) NOTES: 1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48" max. without reinforcing 2. Pads required on 11'-8" & 13'-8" wide sheds only. SIMPSON HS -24 CUP 1 0 O or equivalent TYPE 1, II, 111 or N PAD WBLOCKING AS REQUIRED CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION SHED WITH SKID ATTACHED SCALE: N.T.S. x 2- FLATWASHER W!," NUT 2'X 4' BOTTOM PLATE Table 4a Anchor Spacing of Auger Type Anchors for Single Wide Sheds Lye Auger Anchor had rdth LW' Uplift PL End Anchor"` ax. ntenor 5 as 13'- " 7.170' 243 1'-0 to 3'- " 11 - 1 V-0" to T-0" 10'-0' 10'-0" 5.00' 174 1'-0 fo 3'-0' i0'-0" 8'-0" 139 1 V-0' In T-0' Table 4b Anchor Spacing of Auger Type Anchors for Double Wide Sheds 3D" E e Au er Anchor Shed Size LW" U IIftPLF End Anchor" Max.InteriorS 10.00 1 4vu 1--0" to 3'-0' Load width of uplift on rurmer Location o£end auger anchor or slab anchor Anchor spacing example: 30' auger anchor or x 3' expansion bolts. Notes: 1. Anchor spacing is based on a 3 second gust at 180 M.P.H. for a Exposure'C" Enclosed Building per ASCE 7-10. 2. All measurements listed above are centerto centerof anchors. 3. The minimum number of auger anchors is (4). (1) @ each comer of shed for sheds less in length than the maximum. 4. The minimum edge distance for expansion bolts Is 8 diameters or 5' for 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 dose to sides as possible. 2'X 4' BOTTOM PLATE NAILED TO 2'Y 6' PT BASE CONCRETE SLAB BY OTHERS THR LOCAL CODES AND JURISDICTION J" X 12" EYEBOLT OR i THREADED ROD (IF NECESSARY) WITH 2'X 2" WASHER AND NUT (2,000# CAPACITY)# UPLIFT COUPLER IF NECESSARY EYEBOLT AND 30" AUGER ANCHOR FASTENED W/ 4"X 2" BOLT AND NUT W/ (2) 2" X 2" FALT WASHERS GRADE_ SEF BUILDING ANCLJOR DETAILS ,.. 1) }" x 5" (4004 UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH 2"X 4' BOTTOM NOTCH OR COUNTER SINK BOLT THRU 2" X4' PLATE SHED WITH FLOOR REMOVED SA N F 0 RD ANCHORED TO CONCRETE SCALE: N.T.S- 16-623 SHED DESIGN LOAD REQUIREMENTS FOR THE 2014 FLORIDA BUILDING CODE 5th Edition I hereby certify that I have review these plans along with all building materials and components used in the manufacturing of the sheds. The materials and components either have a Florida Product Approval as required by the Florida Building Commission Rule (9N-3) or were analyzed using the Vult Stress Design. All materials and components comply with the 2014 Florida Building Code, the Florida Manufactured Building Acts and Rule for a Category 1: Enclosed Building, Exposure "C", with a wind velocity of 180 M.P.H.(SW) & 190 M.P.H. (DW) (3 second gust) z N DESIGN CRITERIA BUILDING CATEGORY i CONSTRUCTION TYPE VB BUILDINGTYPE ACCESSORYSTRUGTURE WWI D VELOCITY SWI80 M.P.H. (DW 190 M.P.H.) MEAN HEIGHT 9.85 ft ALLOWABLE#OF FLOORS 1 ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING NIA SINGLE HELIX EYE AUGER ANCHOR SCALE: N.T.S. WIND LOADS Roof Wall SW) + + 4.3 5fi.45 47.95 34.08 DESIGN PRESSURE FLOOR LIVE LOAD = 75 PSF OPTIONAL FLOOR LOAD =125 PSF FLOOR DEAD LOAD -8 PSF ROOF UVE LOAD = 20 PSF ROOF DEAD LOAD = 5 PSF INTERNAL PRESSURE COEFFICIENT = +1- 0.18 01101/2012 02-23-2012 02-29-2012 04-02-2012 05-02-2012 06-18-2015 O C5 O Z W ( rn a ¢ W C)No = o° J n U)> wQ aY F- Oo O wW U)ED N ¢ Z W O W N U Z 0 Z o LU F- W ZEN m W o W vx ON Z aoo Qm O J C Uwo J 0 N Q Q fi SHEET 1 A t;lea[ori, Jr. P.E I FL PE 935816 of Maximum Load &Pad Type ' Shed Description Pad Side Runner Interior I Side Runner Shed VJid[h T e LW`-PLF End Pad Max. S acin End Pad Pad T Pad Pad Type 13'-8' S W /DW 4.15` 1332 0" - 6' 6 -0" 19364 1, 11, 111 or IV 1579# I, II, III or N ti' -S" SWIDW 6.00` 1480 0" - 6" 6'-0" 26584 I, II; 111 or N 2558# It. 10' SW/DW 5.00' 1400 0- - 6" 6'-0' 2400# 1, 11, III or IV -400# Lg8' SW 4.00'l320 0" - 6- 6'-0" 2029# I, II, III or N 2 SW 3.00`f240 0' - 6' 6'-0' 1658# I, II, III or IV 1866# Jot=s, 1. Pad spacing Is end to center of pad 2. Pads other than end pads spacing is centerto center. 3. Use same max. spacing for interior spacing. Type Pad Dimensions Max. Load". Material 1 2" x 8" x 16" 1.7784# 1concrete block cluality cement & sand mix II 4" x 8" x 16' 3 500# concrete block qualitycement & sand mix - 1 16' x 16" 3,95u# ABS Pads IV 8" x e- x 16" 1,900# lconcrete block quality cement & sand mix Load width on runner. Based on 2,000 PSF Soil Bearing Capacity (2,000 PSF is typ.) NOTES: 1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48" max. without reinforcing 2. Pads required on 11'-8" & 13'-8" wide sheds only. SIMPSON HS -24 CUP 1 0 O or equivalent TYPE 1, II, 111 or N PAD WBLOCKING AS REQUIRED CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION SHED WITH SKID ATTACHED SCALE: N.T.S. x 2- FLATWASHER W!," NUT 2'X 4' BOTTOM PLATE Table 4a Anchor Spacing of Auger Type Anchors for Single Wide Sheds Lye Auger Anchor had rdth LW' Uplift PL End Anchor"` ax. ntenor 5 as 13'- " 7.170' 243 1'-0 to 3'- " 11 - 1 V-0" to T-0" 10'-0' 10'-0" 5.00' 174 1'-0 fo 3'-0' i0'-0" 8'-0" 139 1 V-0' In T-0' Table 4b Anchor Spacing of Auger Type Anchors for Double Wide Sheds 3D" E e Au er Anchor Shed Size LW" U IIftPLF End Anchor" Max.InteriorS 10.00 1 4vu 1--0" to 3'-0' Load width of uplift on rurmer Location o£end auger anchor or slab anchor Anchor spacing example: 30' auger anchor or x 3' expansion bolts. Notes: 1. Anchor spacing is based on a 3 second gust at 180 M.P.H. for a Exposure'C" Enclosed Building per ASCE 7-10. 2. All measurements listed above are centerto centerof anchors. 3. The minimum number of auger anchors is (4). (1) @ each comer of shed for sheds less in length than the maximum. 4. The minimum edge distance for expansion bolts Is 8 diameters or 5' for 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 dose to sides as possible. 2'X 4' BOTTOM PLATE NAILED TO 2'Y 6' PT BASE CONCRETE SLAB BY OTHERS THR LOCAL CODES AND JURISDICTION J" X 12" EYEBOLT OR i THREADED ROD (IF NECESSARY) WITH 2'X 2" WASHER AND NUT (2,000# CAPACITY)# UPLIFT COUPLER IF NECESSARY EYEBOLT AND 30" AUGER ANCHOR FASTENED W/ 4"X 2" BOLT AND NUT W/ (2) 2" X 2" FALT WASHERS GRADE_ SEF BUILDING ANCLJOR DETAILS ,.. 1) }" x 5" (4004 UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH 2"X 4' BOTTOM NOTCH OR COUNTER SINK BOLT THRU 2" X4' PLATE SHED WITH FLOOR REMOVED SA N F 0 RD ANCHORED TO CONCRETE SCALE: N.T.S- 16-623 SHED DESIGN LOAD REQUIREMENTS FOR THE 2014 FLORIDA BUILDING CODE 5th Edition I hereby certify that I have review these plans along with all building materials and components used in the manufacturing of the sheds. The materials and components either have a Florida Product Approval as required by the Florida Building Commission Rule (9N-3) or were analyzed using the Vult Stress Design. All materials and components comply with the 2014 Florida Building Code, the Florida Manufactured Building Acts and Rule for a Category 1: Enclosed Building, Exposure "C", with a wind velocity of 180 M.P.H.(SW) & 190 M.P.H. (DW) (3 second gust) z N DESIGN CRITERIA BUILDING CATEGORY i CONSTRUCTION TYPE VB BUILDINGTYPE ACCESSORYSTRUGTURE WWID VELOCITY SWI80 M.P.H. (DW 190 M.P.H.) MEAN HEIGHT 9.85 ft ALLOWABLE#OF FLOORS 1 ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING NIA SINGLE HELIX EYE AUGER ANCHOR SCALE: N.T.S. WIND LOADS Roof Wall SW) + + 4.3 5fi.45 47.95 34.08 DESIGN PRESSURE FLOOR LIVE LOAD = 75 PSF OPTIONAL FLOOR LOAD =125 PSF FLOOR DEAD LOAD -8 PSF ROOF UVE LOAD = 20 PSF ROOF DEAD LOAD = 5 PSF INTERNAL PRESSURE COEFFICIENT = +1- 0.18 01101/2012 02-23-2012 02-29-2012 04-02-2012 05-02-2012 06-18-2015 O C5 O Z W ( rn a ¢ W C)No = o° J n U)> wQ aY F- Oo O wW U)ED N ¢ Z W O W N U Z 0 Z o LU F- W ZEN m W o W vx ON Z aoo Qm O J C Uwo J 0 N Q Q fi SHEET 1 A t;lea[ori, Jr. P.E I FL PE 935816 of I 5 dem"6-b_-bw 1 x4 bedgr wind tvadng) APE1R0V_,A:iL 2015-06-n2 2) 2 X TSp-y. JLa nerd- End (2) 2 x 6 L_ varies -i 72 pL pine eacn ai'..e non Iofx1 bsat.`ng 2) 2 x B p.t daor &-;m r.dc'ed- # Q 5 viii^ as oge doer 7n_1- :acd who,, gara&- dax!•LStalr. d t f double -he aalax doorsI usage Coots DOORT- scc nota Z 3. c ewsti anclnrd iis END 3_cVA13ON V,TTH DOOR TWO SFJD MODES vdato varras--) 12 IL 1n9>a qr dabfe t 2x4 he tx rncbr ;.cna deer 1' z 4' Wdging(u7nd L odng) 2 x 4 sa)ds (Lyp.) Txi-":'.o see vrall a•+d',a d&Bl(s Zx#"b?od'ng V y^ _ 2 x r bo:_ pia - 2 x 6 Pt- and rai bur;ik-qna 3.Yap{tYx):ss 1• PTi ia[d ISO JM. IC OF SHED Sir IHg phi` -mrd oras or:ge 4x4 p, sT^dsSicnLSTA-18. IiSP scs:a n.ts_ tSTA-ie cr eo:d:•s1 L E,'D EI.EVATON FOUR S;'1D ?.IOD3 w714 -(I Ed) nsf's 2' x 6' sU'3rdT _ .. fi infanlaiiq'1 rx:[ ho m see end eta: _ uia 6 - WALL ANC; :CR DETAILS raz- lord -P-P9 6- p1 73.8• z i n_rncs- 72 36vd<3 i det"s gn =-> ply -b --d +.Jaoc.'pa,ai 4` x 4' 1 00 .2 ri_n{:J• rUrx:ef Srnpcon HS -24, URSP T-6 p era mel t rnr rd at IIj' pf 10d o C - _F Y c nc Ion beb- t . 93 1t; or jdsi and 4' X SHOLVN x vnkyr D 1-8'J6JoNGESP[fr kF FS ED L0..T#ON4N SCHSDU.E.LO P'C TO ALLOWFoR." TD Puyur--5; (AFtc 02-23-2tt7i2 i O UIIfT is HOUSE, FE+X_l.PW1°SZ7Y 11`+E. 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