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HomeMy WebLinkAbout1385 E 29 Stt CITY OF SANFORD BUILDING & FIRE PREVENTION 1 - PERMIT APPLICATION DEC 2 0 2016 16 -Application No: 3 7 ' Documented Construction Value: $ a Lfq S Job Address: 1385 E 29th street Historic District: s No Parcel ID: 06203130000100000 Residential ommercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Install newer 15�jt a Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Sanford Airport Authority Phone: 407-585-4002 Street: 1200 Red Cleveland Blvd. Resident of property? City, State Zip: Sanford, FL 32773 Contractor Information Name Central Florida Building and Inspections, LLC. Phone: 3 ��' 7`4 7' Street: 1-35 1 LGl-vl � ��' " Fax: City, State Zip: 1Je 10,1 d , F L 3 a -7 z L' State License No.: C13 C 1 d S'' (o Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: 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 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. Revised. June 30, 2015 Permit Application 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 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 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 information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. /oJ Z(3// Date Jennifer Taylor i Owner/Agent's Name I O—ArK) ig ature of Notary -State of Florida DIe JACQIJEUNf A. l'11 MBACH F* 1 ABY 1,0MMIS510N #FF040723 EXPI :OCT 17, 2017 a^A� B ou0h tst Slate Insurance Owner/Agent Is Personally Known to Me or Produced ID Type of ID �- Z& -2V1 Signature of Contractor/Agent Date Print Contractor/Agent's Name 14 .7, 0. ' (-11' Signature of Notary -State of Florida Date DEBBIE MNT4N nyhF;: MY CAMMISSION i'i 17E648 � Ip EXPIRES: February25, 2019 Bonded Thiu Notary Public Undery 6.'UFS Contractor/Agent is Personally Known to Me or Produced ID Type of ID is e ,�.�,. �►1 ay l a s 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 22 bUTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: i Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# 1(. - 3 4' 1 % Address: BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our 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 Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building Other REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description PlumbingUnderground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Min Max Inspection Description Gas Underground Gas Rough 7Gas Final Residential & Commercial Marge Quast mquast@superiorsheds.com Sales I r cv,' he • Gazebos • Carports • Steel Buildings Sales & Display Lot 1057 N. Hwy 17-92 Longwood, FL 32750 Phone (407) 696-2006 Fax(407)696-7208 www superiorsheds.com SALES ORDER AGREEMENT I Longwood Longwood STYLE SUE MATERIAL COLOR WINDOWS VENTS ELECTRICALL HEIGHT DECK BODY t3 � # I ;zX 0 SMF VD �: AR �v yPs ► PEAK LCA h. AC HOLE RAMP GARAGE DOOR ENTRY DOORS: TYPE WXH RHHILHH COLOR W X H G v r ct k-jj�a Y+L1O— OTHER I MISC: c4 9�9 xll�!f'j A -A RTO—FIN—CASH COMPANY PRICE AX + TOTAL= ADDITIONAL + DESCRIPTION DEPOSIT $ CC CK -CASH - BALANCE DUE: WILL BUYER PROVIDE AN UNOBSTRUCTED PATH LARGE ENOUGH TO MOVE SHED TO INSTALLATION SITE? DYES ONO ADDITIONAL FEES I SPECIFICATIONS / INSTRUCTIONS: Cx c ' �Vof, t p Q8 AMPLE ROOM IS NEEDED. FENCES, SHRUBS, ETC. ARE PERMITS: BUYER IS RESPONSIBLE FOR ALL PERMITS. CONTACT YOUR LOCAL BUYER RESPONSIBILITY. A $100.00 FEE WILL BE CHARGED MUNICIPALITY AND HOA. DRAWINGS AND STATE CERTIFICATION PROVIDED AT TIME FOR RETURNED DELIVERIES DUE TO SPACE PROBLEMS. OF PURCHASE. THIS IS A MANUFACTURED PORTABLE STORAGE SHED DELIVERED BUYER ACCEPTS RESPNSIBILITY FOR DAMAGE INCURRED FULLY ASSEMBLED AND PLACED PER BUYERS INSTRUCTIONS-BOF SET BY OBSTACLES THAT HAVE NOT BEEN REMOVED. ANY SITE BACKS. RETURN TRIPS TO MOVE SHEDS WIL/L••BE'CHARGEABLE. PREP BY DELIVERY CREW WILL BE AT ADDITIONAL CHARGE ONE SET OF BLOCK AND ANCHORS PROVIDED. ADDITIONAL BUYER UNDERSTANDS ALL TERMS AND COtN119ITIONS OF THIS AGREEM BLOCKS, ANCHORS OR ROLL INS WILL BE CHARGEABLE.' ^ _•„__ _ PLEASE FILL OUT DELIVERY REQUEST FOR DIRECTIONS D INSTRUCTIONS. BUYER- :��+ Signature DEPOSITS: DEPOSITS REQUIRED WITH BALANCE DUE UPON DELIVERY. UNITS WILL BE HELD AT LOG A MAXIMUM OF 3 rC : t Ron-aara Shemard WEEKS PENDING DELIVERY, UNLESS PAID IN FULL BUILD- Print Name NGS MANUFACTURED TO SPECIFICATIONS WILL HAVE A 20% CHARGE FOR CANCELLATIONS. GOODS: ALL GOODS REMAIN PROPERTY OF SUPERIOR DATE:' SUPERIOR REP—Long-00d SIGNATURE' SHEDS, INC. UNTIL PAID IN FULL COLLECTION COSTS. IN- CLUDING ATTORNEY FEES, WILL BE THE RESPONSIBILITY LOT ADDRESS: 1057 N. Hwy 17-92, Longwood. FL 32750 OF BUYER PHONE: (407) 696-2006 URCE ME PHONE F"n 321 0083 NIGHTPHONE Ell 3 ^art INSTALL ADDRESS IF DIFFERENT I CITYCOUNTY rp Longwood Longwood STYLE SUE MATERIAL COLOR WINDOWS VENTS ELECTRICALL HEIGHT DECK BODY t3 � # I ;zX 0 SMF VD �: AR �v yPs ► PEAK LCA h. AC HOLE RAMP GARAGE DOOR ENTRY DOORS: TYPE WXH RHHILHH COLOR W X H G v r ct k-jj�a Y+L1O— OTHER I MISC: c4 9�9 xll�!f'j A -A RTO—FIN—CASH COMPANY PRICE AX + TOTAL= ADDITIONAL + DESCRIPTION DEPOSIT $ CC CK -CASH - BALANCE DUE: WILL BUYER PROVIDE AN UNOBSTRUCTED PATH LARGE ENOUGH TO MOVE SHED TO INSTALLATION SITE? DYES ONO ADDITIONAL FEES I SPECIFICATIONS / INSTRUCTIONS: Cx c ' �Vof, t p Q8 AMPLE ROOM IS NEEDED. FENCES, SHRUBS, ETC. ARE PERMITS: BUYER IS RESPONSIBLE FOR ALL PERMITS. CONTACT YOUR LOCAL BUYER RESPONSIBILITY. A $100.00 FEE WILL BE CHARGED MUNICIPALITY AND HOA. DRAWINGS AND STATE CERTIFICATION PROVIDED AT TIME FOR RETURNED DELIVERIES DUE TO SPACE PROBLEMS. OF PURCHASE. THIS IS A MANUFACTURED PORTABLE STORAGE SHED DELIVERED BUYER ACCEPTS RESPNSIBILITY FOR DAMAGE INCURRED FULLY ASSEMBLED AND PLACED PER BUYERS INSTRUCTIONS-BOF SET BY OBSTACLES THAT HAVE NOT BEEN REMOVED. ANY SITE BACKS. RETURN TRIPS TO MOVE SHEDS WIL/L••BE'CHARGEABLE. PREP BY DELIVERY CREW WILL BE AT ADDITIONAL CHARGE ONE SET OF BLOCK AND ANCHORS PROVIDED. ADDITIONAL BUYER UNDERSTANDS ALL TERMS AND COtN119ITIONS OF THIS AGREEM BLOCKS, ANCHORS OR ROLL INS WILL BE CHARGEABLE.' ^ _•„__ _ PLEASE FILL OUT DELIVERY REQUEST FOR DIRECTIONS D INSTRUCTIONS. BUYER- :��+ Signature DEPOSITS: DEPOSITS REQUIRED WITH BALANCE DUE UPON DELIVERY. UNITS WILL BE HELD AT LOG A MAXIMUM OF 3 rC : t Ron-aara Shemard WEEKS PENDING DELIVERY, UNLESS PAID IN FULL BUILD- Print Name NGS MANUFACTURED TO SPECIFICATIONS WILL HAVE A 20% CHARGE FOR CANCELLATIONS. GOODS: ALL GOODS REMAIN PROPERTY OF SUPERIOR DATE:' SUPERIOR REP—Long-00d SIGNATURE' SHEDS, INC. UNTIL PAID IN FULL COLLECTION COSTS. IN- CLUDING ATTORNEY FEES, WILL BE THE RESPONSIBILITY LOT ADDRESS: 1057 N. Hwy 17-92, Longwood. FL 32750 OF BUYER PHONE: (407) 696-2006 Business, -/- P, rofessitih-a I usiness /-Professional Ken Lawson, Secretary September 23, 2016 Alex Martens Superior Sheds, Inc. 2323 S. Volusia Ave Orange Clty, FL 32763 RE: Manufacturer Certification, ID MFT -113; Expiration Date: September 22, 2019 Dear Alex Martens FLA Mar.u4c.uredBrarlingFrc4-ram 19:0 Noah Lier.;o? S::eei Swe ?u4 Ta.•":ah:] w- , Flrrwul 32,.'!3.15772 Phoma FSI) 487 1824• Fax, 350 11.; &I:i6 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 with 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 Departments 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 SCIS (www.floridabuildino.oro) 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.floridabuildina.aro 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 cc: Professional Service Industries Rick Scott, Governor 0 ro E. 29th STREET O TANKS CONCRETE 1-9 50,000 GALLON JET FUEL CONTAINMENT 11 2,000. GALLON GASOLINE 12 2,000 GALLON DIESEL 13-14 250,000 GALLON JET FUEL Roos OWS10 1,200 GALLON CONCRETE /' TANK 1• (D OIL/WATER SEPARATOR coNTAINMENT DIKE r TANK 2 �• TANK% f i gl� ilm . � TANK 3 N m Q % CONCRETE �� o m ' a TANK 4 m 0 rt 10 TANK 5 3 L C Y �GRAss TANK 14to o TANK 6 C nT I 1 TANK 7 n • I � UNDERGROUND DRAJN PIPE I Y I c� TANK 8 FUEL TAANNKKSS i TANK. 9 ~ 'GRASS rn I I OWS OISCHARGE�J CULVERT GRASS POINT CULVERT GRASS £. 30th . S E LEGEND ® SPILL RESPONSE EQUIPMENT FLOW DIRECTION r _ .....:'. ' y MADISON ENVULONMENTAL GROUP FIGURE 2 BULK STORAGE FACILITY MAP ® CONTAINMENT DRAIN 0 50' ! SA PORTER ROAD ORLANDO SANFORD INTERNATIONAL (OSE) ORLANDO SANFORD INTERNATIONAL AIRPORT ----- UNDERGROUND DRAIN LINES ® PUMP & FILTER EQUIPMENT FOR UNLOADING APPROlOMI[ IN FIXT <, e s _ } ,ILS�TI� BOXFORD. MA 01921 250 GAL SUMP FUEL TANK rS •� 1385 EAST 2% STREET SANFORD. FLORIDA 32773 n"WNenTsw GATE'.; 10 �WI■fII;\ll®�� 1' Y 4' bridgkib (wind badry) (tm as CM-) . PSi APPROVAL 2015-06-02 . .. (2) 2 x 4 UnAe headers and (2) 2 x 6 . •--p.Lph*,R d "-!dad (2) 2 x 6ILL door buds odded- ,Q 5 wfwn garage door Irab18ed ,od when garage dtYSk tailed double zrd,es Tor garage doors 3• x S (f4Ral� > guri8e doorsiza Cott" orp6 M ix4brldgtrHp(ryp.'. tort max. 'OrAriHIHAItlt �tt\\-- width G-0• DOOR E s•$ 1. rd• Arch Dsbe for Pest date (see note 2, 3, & v varfea r Y 4' bbddnp arge: nla. -� a Viae anchor dctas 4' ahmvnan aiding We honHd door (9 am was ander Marfane 3e1p(ryp.) tae PVa d ISOMETRIC OF SHED 314' tap plyboard or Surwon LSTA-14 USP stela ars tSTA-18 or egWwtem r x 6'slderall wn4{18Q) noes WALL ANCHOR DETAILS scAa: ".La. 494P amt lagth ( .x 6 PA (W) mlY. ptlt i�Cflg XX naYwYe JCextra a• i 4'r&nw requited an 8•tr vide shads is- ale joist apadlo,gh,od lona-A _'p f 247 gmwa pfyboeld sd addri01tal C x 4• wide Dnfi . T War TO FCiNcEPR[pHtrYuW_CPO. - ' .. (fyp. CODEREWEW E L © SakVw HHS -24, USP RTS: b r 3 1\ 174133,d Se4.( Cap or egWvdem kwtl lw at +� x ouW - wry conneom bebveen g �y '. . Poor joist and 4' Y 4nmw 'e " 7 x 4' brxd("j r %C pl perm f« sleds Quer ' 2XGP.Lendrat d,go 16 - In fergfh I ,c4 pleTdds 4' x 4- W. heeler $ } tAg ptybsuard . ._. �. �� 5� = E rx4'boaxn rx4'lrinaawso phoomix) Al COR- PIAN scala =1• around 247 4•Y 4' door heHdor wide Dnfi . T War TO FCiNcEPR[pHtrYuW_CPO. - ' .. (fyp. CODEREWEW 2.a+�turorls , ENTHEHIGH9 iOFMEMOUN 6ESTAmrDTNEeunnaaeMOCKED oNnreHr" L © 2' XV wHder header SPOT ANCIEVELED.TIE*%HW ENO OFTWOULDMtSBRCLIGH UP TO Et8AK III.W 71.11 7 THEID:rERO' 01-26.1015 1\ 174133,d Se4.( 2 x 4 mXb (typ.) . 0-ulwe. Flo:Ca n,n ouW 1' x T brldc�jp(trnd braalp) a L ANCIOR AACEtEWIS CVMtSHWBYTHR WtDiH CF711Eas muf'NOf.ES AIM WtUX6 TrfVMM THE rXr '. . M Styy:KE BOTTOM PLATE wriiA I-AIPGBtSIT ANO THE EVEWS 96 FASTENED WID KJWOE. THE HOLE 12 MIG FOR A 3r EARTH O u_ 7 x 4' brxd("j ' E ' 2XGP.Lendrat d,go •• Based 0n 2,000 PSFSail Dearing Capod ty(2.000 PSFla typ.) I ,c4 pleTdds 4' x 4- W. heeler $ ' THROUGH THE eOITOM ANIaA(AN SIMPSIONCUq IS PACEDOMRTHE tVl®0EANCHORftXi'eMTMONUT4¢) luta j' = r 5� = E for kdoraW4n not shatim we and elevatlm wig, door rx4'lrinaawso QUTSIOE WIDTHS 6• it. IV. 11.67• or 13'8" G&JIbRALNOTES d SPEGFICATIONS FOR AUGER ACHORS Table4a Anchor Spacing of Augur Type Anchors For Shiga WTdo Sheds r12 b '. h+��-4�3:h I �S THAN 'L0031l FLOOR LIVE LOAD 75 PSF - OF CRITERIAFLOOR DEAD LOAD 8 PSF (9NtlLpoly see arch decals b -SIGN ROOF LIVE LOAD 20 Pzw . UIIORNG CATEGORY. 1 ROOK OFJID LOM 61s5F ,l � Y STRUCTURE TNTERNILL PRESSURE COeFFKaENJ' 1 CL /8 Vol I��; , r x 4' bottom Plate mble 4 (or ape •.1 . ' Santa: nl& To ': TAG Plyboord 4' min. _.. 6 I `4a Shnpem HS=24, USP RT4i CEp • 'Comate Slnb bvattriC n W1.'InD'ATT Of aup,ivalam (W) an saNds s .moi W Local Codes 6 juaedfdbn TO CONCRETE Table 46 Ar,dwrirg S d T Anchor For Double VNdo Sheds • wallandxrddais e4r (mealy 6r oara+ediorH SIDE ELEVATION WITH DOOR & WINDOWS x a rrrLgrrg��. 741• (1)}'x5' (4IXM upBR Wedge C SEE SIDE ELEVATION WITH DOORS AND WINoom FOR iNFORMATION mar slim%w SIDIF ELENATION -Qr. . Ti SILO x S Q*Te*) com etas 10 (egarw or ellutva�&d OPTIONAL WOOD FRAME DOOR CONSTRUCTION SCALE N.T.S. Connets<rpates bodi side) Woudb, .12 PL 2 x 4 frame (4v) .12 IW x 12 U4'laugh Ig(� �5) opening 1' Y 4' 1 1# 12114' of #2pA r x 4• bent{ly ,) 1�='ato T x4• wird brace (typo at pyb,,,s four cow 2 x 6 p.L Nide rd r %C tritons Pike 'f T&G p( b -d 16'b32,17 SlmpsottHS-24.USP HS-24Cupor yr=ROVFNTDETARZ win detaft orale r=r4r ICY 00,12161:9011 _ 4 varies --1 •� 5 sb,glo a doHNblo � t wide Dnfi . T War TO FCiNcEPR[pHtrYuW_CPO. - ' .. 2 x 4 header . CODEREWEW 2.a+�turorls , ENTHEHIGH9 iOFMEMOUN 6ESTAmrDTNEeunnaaeMOCKED oNnreHr" L © 1•x4• WWpinp(Wrdbracing) SPOT ANCIEVELED.TIE*%HW ENO OFTWOULDMtSBRCLIGH UP TO Et8AK III.W 71.11 7 THEID:rERO' 01-26.1015 1\ 174133,d Se4.( 2 x 4 mXb (typ.) . 0-ulwe. Flo:Ca n,n ouW Z* x 4• bbddng a L ANCIOR AACEtEWIS CVMtSHWBYTHR WtDiH CF711Eas muf'NOf.ES AIM WtUX6 TrfVMM THE rXr '. . M Styy:KE BOTTOM PLATE wriiA I-AIPGBtSIT ANO THE EVEWS 96 FASTENED WID KJWOE. THE HOLE 12 MIG FOR A 3r EARTH O u_ 2 x 4 bottom plate Amwon MIO wxw%.Lw. THE EYayOLTAND AncH RARE FAsiew•o UXTH1 A•txrS0LTNONUT• ' 2XGP.Lendrat d,go •• Based 0n 2,000 PSFSail Dearing Capod ty(2.000 PSFla typ.) I ,c4 pleTdds END ELEVATION FOUR SHAD MOOEL ' THROUGH THE eOITOM ANIaA(AN SIMPSIONCUq IS PACEDOMRTHE tVl®0EANCHORftXi'eMTMONUT4¢) luta j' = r "S;.W a,LSTA-1fI,USPLSTA-18 for kdoraW4n not shatim we and elevatlm wig, door . QUTSIOE WIDTHS 6• it. IV. 11.67• or 13'8" G&JIbRALNOTES d SPEGFICATIONS FOR AUGER ACHORS Table4a Anchor Spacing of Augur Type Anchors For Shiga WTdo Sheds r12 ANCIORMANaW11CrtWE0BYMOLEWtmEOF 1.(aILDINO 9tA11 aEIIOAIE'll'v'Ei_" '. h+��-4�3:h I �S THAN 'L0031l FLOOR LIVE LOAD 75 PSF - OF CRITERIAFLOOR DEAD LOAD 8 PSF (9NtlLpoly see arch decals x S Q*Te*) com etas 10 (egarw or ellutva�&d OPTIONAL WOOD FRAME DOOR CONSTRUCTION SCALE N.T.S. Connets<rpates bodi side) Woudb, .12 PL 2 x 4 frame (4v) .12 IW x 12 U4'laugh Ig(� �5) opening 1' Y 4' 1 1# 12114' of #2pA r x 4• bent{ly ,) 1�='ato T x4• wird brace (typo at pyb,,,s four cow 2 x 6 p.L Nide rd r %C tritons Pike 'f T&G p( b -d 16'b32,17 SlmpsottHS-24.USP HS-24Cupor yr=ROVFNTDETARZ win detaft orale r=r4r ICY 00,12161:9011 _ 4 Stmpon HS -24. USP RT -6 Cao or opldlrat TYPE 4 U. or TTI CONCRETE OR ABS PADS W1 BLOCKING AS FWMIRED SHED WITH SMO ATTACHED r x 4' sed x 4' Iradx ,n:>!bfHr•A,rior: ' - SET UPAND UWALLATIONOFSINGLE WIDE SHED 4�• -.01-0 -2* 01-0 •-•.� _Si�T`-+•8: •: .-� •••-'r'-i:souW WRING DIAGRAM ' (7 War TO FCiNcEPR[pHtrYuW_CPO. - ' .. (?�) ar>me nus M Wiili Lhd be me CODEREWEW 2.a+�turorls , ENTHEHIGH9 iOFMEMOUN 6ESTAmrDTNEeunnaaeMOCKED oNnreHr" L © Nablo 14,ga.3vAm SPOT ANCIEVELED.TIE*%HW ENO OFTWOULDMtSBRCLIGH UP TO Et8AK III.W 71.11 7 THEID:rERO' 01-26.1015 1\ 174133,d Se4.( encase in an metal . 0-ulwe. Flo:Ca n,n ouW bolas Stmpon HS -24. USP RT -6 Cao or opldlrat TYPE 4 U. or TTI CONCRETE OR ABS PADS W1 BLOCKING AS FWMIRED SHED WITH SMO ATTACHED r x 4' sed x 4' Iradx ,n:>!bfHr•A,rior: ' - SET UPAND UWALLATIONOFSINGLE WIDE SHED 4�• -.01-0 -2* 01-0 •-•.� _Si�T`-+•8: •: .-� •••-'r'-i:souW GisviA-- iqN a+Stla�tllEmPLcroALLOw WicuWB+EIR TO AIN OF 6QlAftE -2012 (7 War TO FCiNcEPR[pHtrYuW_CPO. - ' .. - CODEREWEW 2.a+�turorls , ENTHEHIGH9 iOFMEMOUN 6ESTAmrDTNEeunnaaeMOCKED oNnreHr" 03.13.2012 r}-•IWaor:afS :w lmrva6hs SPOT ANCIEVELED.TIE*%HW ENO OFTWOULDMtSBRCLIGH UP TO Et8AK III.W 71.11 7 THEID:rERO' 01-26.1015 1\ 174133,d Se4.( THE OUMOM G SUPPORTED TO tEVEL OLOOED AMO DWAtED ' 0-ulwe. Flo:Ca n,n A AFTER THE SIMAING 6 IEVELMORE MOM ARE ADDED TO AOfVETtE CORRECT WACM W - wa ia Ss"10-E H. -".a L ANCIOR AACEtEWIS CVMtSHWBYTHR WtDiH CF711Eas muf'NOf.ES AIM WtUX6 TrfVMM THE rXr '. . M Styy:KE BOTTOM PLATE wriiA I-AIPGBtSIT ANO THE EVEWS 96 FASTENED WID KJWOE. THE HOLE 12 MIG FOR A 3r EARTH O u_ FLSYL70.5ais, _ Amwon MIO wxw%.Lw. THE EYayOLTAND AncH RARE FAsiew•o UXTH1 A•txrS0LTNONUT• ' &IF THE UWT16TO SE ATTACHWTO ACQMCRFTE SLAB THE SURMrO LS SET ON TIEODNOtEiE SLAB me&MAW DLP •• Based 0n 2,000 PSFSail Dearing Capod ty(2.000 PSFla typ.) q •. TOLE%ILA)'HOLEISOFLLW%WMAt6k Y DML1MDOONCRETESLASI kWFR0iJ.P0 f.THEEYEB(XTISFASTHN . ' THROUGH THE eOITOM ANIaA(AN SIMPSIONCUq IS PACEDOMRTHE tVl®0EANCHORftXi'eMTMONUT4¢) S mpoon HS 24 or "S;.W a,LSTA-1fI,USPLSTA-18 Z'V%S"ER E USHDTO FASTEN THEEv®OLT AND 320ISM CUP TOSETHElt. . 1-furdou0 Sow or OQW4* x G&JIbRALNOTES d SPEGFICATIONS FOR AUGER ACHORS Table4a Anchor Spacing of Augur Type Anchors For Shiga WTdo Sheds ( )sga9lda) ANCIORMANaW11CrtWE0BYMOLEWtmEOF 1.(aILDINO 9tA11 aEIIOAIE'll'v'Ei_" '. h+��-4�3:h Me Motor THAN 'L0031l FLOOR LIVE LOAD 75 PSF - OF CRITERIAFLOOR DEAD LOAD 8 PSF F.,r.•a"L-76."1 ^7,J..-'�LT'b"-'yll 1'�3.• r.•1 6:I! W.".3 OW.4m iai`Rl• • iiL"��i!1YlS,��f>� �ILa:lr11111111l11 PIM:rR..,"M iG-ii;�.,I7hl��,� it�r•ilaait�CiO ♦. t�®if:,Fhs��LT�!!� ��,7iLitifi0 E�ilr ;.r�.,.�' +, ®.7 r,'• ��rr. •. alwr�r/lar ., .., �''1ISl���C�T.L���-i. l �t-u� r. ■i7.a� Efc4r:i E�S'l�LlitYt?37 CiQii!•]C ii tI'tii! [fiT7 fiID [I�)a�:J 1111C��'� [EIS TiE�S:'/:x,�-r,�;:,H[�Si�iE•�'if�•+`;lifl[fl�fliir:�T1p><f ,TTif� if"�tia:�l:L:�i.I:][�37�i��-�i'Z:� �:;�lTUr3L'�i•?�•:::!/if[TIIf� t��F�T�!)G_IY+:76i'S:ii�YH�--� ,i'r,:7LR1['1fi1tG�L:1E111C11'� r x r aquae gahw&M MUST COMPLY WfiH THE [8 DOOR HEIGHT AND THE MK AND MAX. WIOTH REWNtE LEMS steel wosharwidu r nut 4. ALL BUILD WG.S 400 SQ. Fi OR LESS WITH 77'DOOR HEIGHT ACCESSORIES TO U TSG plyboerd RESmENT1AL STRUCTURES Z eyoboa and mrlor toowherwri• X2• Cad (2) r x r gaN, waders and r� NELL-� 2 �^-rT rpt tUvrtzr+re}LLLj t,2r=f.'a.-a-r-:..•7t_ fC�;r-T•rrn� bo8°s SarQson TPJS. USP NP -35 e 111.1Z SpathHp b end to"n(pad 6. FASTENERS FOR ROOF AND WADS SHALL BE SCOT50TRUGRIP METAL TO W000 FASTENERS (7 or atm - 7- Pads other than endped Is colds b tarHlor d T. GUTTERS TO BE MTALLEO ON SITE BY OTHERS THROUGH LOCAL CODES. WIa (IOC) nett Fagod Eya Bak or }' Thmadod Rod 3. Use Yana a,mdatua Eor6aeior nnuxe. •• �tl IIINaUphill 4'x4'header ameEn.Lc. Y zo-' W - }>oBlvaoszcory raLe�d s« I hereby ccrlify that 1 have reviewed these platys along with all buddirig materials and -16'WItr•• �- x 1r Forged Eyebo.T 3 O u_ 'r X r squze w!}' nut x l2,eA vdrbh an nNrYfE w� gadv. washer •• Based 0n 2,000 PSFSail Dearing Capod ty(2.000 PSFla typ.) q •. X 12• iagrd 't X ) ��t of _SI Noma:. Hollow a solid oarmete bkx s(8xW$)"be sbdmd m Pads for high sets W b 411' Wthdatovdrndrg S mpoon HS 24 or Dt�Ass 2. ABS pad required an 11'•9' d 1 $ wNa bu7ooa8s USP RT•6 Crp err or IIAda b Table4a Anchor Spacing of Augur Type Anchors For Shiga WTdo Sheds arluivaferi3cr Slab (Oar table I) Me Motor • FLOOR LIVE LOAD 75 PSF - OF CRITERIAFLOOR DEAD LOAD 8 PSF (9NtlLpoly { xrboaw(2) _ . , ..- . _ • _ • _ _ _ SINGLE HELIX AUGER ANCHOR -SIGN ROOF LIVE LOAD 20 Pzw . UIIORNG CATEGORY. 1 ROOK OFJID LOM 61s5F ,l � Y STRUCTURE TNTERNILL PRESSURE COeFFKaENJ' 1 CL /8 Vol I��; , CIA,Seat mble 4 (or ape •.1 rxraat ' Santa: nl& , ': 4' min. _.. 6 `4a • 'Comate Slnb bvattriC n W1.'InD'ATT 1NFn ANCHORED r s .moi W Local Codes 6 juaedfdbn TO CONCRETE Table 46 Ar,dwrirg S d T Anchor For Double VNdo Sheds ga m ' aPPH - y .. x a rrrLgrrg��. • (1)}'x5' (4IXM upBR Wedge 't.024 VAWM "Location of an Miller a - and ougor or dab Kfxx . And,or 6Ds�9 b eranpltm 3T atgeror r x W explaWon botte g CarHtmW sorb �andvorlrto sp�tg ANCHOR NOTES W n O Conae.4 Slab bytt�t� (yar mbb 1) 1. MICIM SPACING, tS GASE0 ON ASCE I-10 FOR ACATEOORr 1 ENCLOSED WILDI NGOV.- 2 ALL immultEMExf Asove mecwr R TO CENTER OF Ata:2. R Local Codes aIa aotrhocTxaau 1dlHlt Y. THE L004 MMUSMOFA ROM tS(ry ONE EACH COItHEROF SHIED FOR SHEDS CESS IN LENGHTTIM THE apply bdtpua H2 -Y4• AtAlasaaL 1. CNELaWWM EDGE 06TANCEFOR OVANSIONiMTS is a t7YHETE7iSOR Trot A f evm51wamr. at 2'X4•bottomplebr,eladb 6• ANCHORS SHALL RE ONSHOEWALLS EXCEPT MM THE SteBKAMNEXTTOMiO=TMBIWNQwWiCNCASE ANCHORS �a�tsNOwxL�awEAaPossla�CosmEwAua rxe•aRbase Andtored GENERAL NOTES: Shed vHdH Fbor aamove stone Ir - V4r to Corlor��to � • 1. ALL BUODINC+S FROM 0 S11 FT. TO 710 SQ. FF. ARE FZFJIAP'i FROM WLWEOItNE -DEBRIS IMPACT STANDARD PER FLORIDA STATUTES. 2. ALL eu1LmmFROM0sq. Fr. TO400SQ.FYARE FORUSEwmoONEAN0TWOFAMILY r x 4' bottom plan RESIDENCES ARE EXEMPT FROM DOOR HEIGHrREQUIRE&Q NTS PER THE FM 3 ALL COAINERM& BUILDINGS AS WELL AS RES10ENTIAL BUILUNGS 401 SQ•FF.OR GREATER r x r aquae gahw&M MUST COMPLY WfiH THE [8 DOOR HEIGHT AND THE MK AND MAX. WIOTH REWNtE LEMS steel wosharwidu r nut 4. ALL BUILD WG.S 400 SQ. Fi OR LESS WITH 77'DOOR HEIGHT ACCESSORIES TO U TSG plyboerd RESmENT1AL STRUCTURES Z eyoboa and mrlor toowherwri• X2• Cad (2) r x r gaN, waders and r� NELL-� 2 �^-rT rpt tUvrtzr+re}LLLj t,2r=f.'a.-a-r-:..•7t_ fC�;r-T•rrn� bo8°s 5. -MLS PLAN WAS DESIGNED PER THE FBC AND THE FBOt - 6. FASTENERS FOR ROOF AND WADS SHALL BE SCOT50TRUGRIP METAL TO W000 FASTENERS (7 AND SHALL BE 315 X 1' OR EQUAIL W/ i -(FAN.) Pe&TRATA3N(TYP.) Z o S r x G tilde reN T. GUTTERS TO BE MTALLEO ON SITE BY OTHERS THROUGH LOCAL CODES. K W �. Fagod Eya Bak or }' Thmadod Rod SHED DESIGN LOAD REQUIREMENTS FOR THE: Z'or 2014 FBC-5th Edition, 2011 NEC. 2014 FFPC zo-' }>oBlvaoszcory raLe�d s« I hereby ccrlify that 1 have reviewed these platys along with all buddirig materials and W a.. R �- x 1r Forged Eyebo.T The ateriat`artd components either components used in the manufacturing of the sheds m O u_ have a Florida Product Approval as required by the Florida Building Commission R* }(91V 3) •' • Q 8 g 30-HualameAnducr- or were analyiN'id using the 1,(dL Stress Design. All materials and aonporners�lv,Tvh'11i:tlie'•. Lu 2014 Florida Building Code. the Florida Manufachued Building Act'andrAL�I,v,;Jr:d'6� ^p Dt�Ass ME.C_ for a category 1: Enclosed Building, Exposure 'C", with a wiled acefs nRa. three secondgust).. ` Nom` • q'"� :• - ^ -' '-�= DESIGN PRESSUREjy: • FLOOR LIVE LOAD 75 PSF - OF CRITERIAFLOOR DEAD LOAD 8 PSF .. <- :':. (• PAJIA. 5NOA _ . , ..- . _ • _ • _ _ _ SINGLE HELIX AUGER ANCHOR -SIGN ROOF LIVE LOAD 20 Pzw . UIIORNG CATEGORY. 1 ROOK OFJID LOM 61s5F ,l � Y STRUCTURE TNTERNILL PRESSURE COeFFKaENJ' 1 CL /8 Vol I��; , CIA,Seat mble 4 (or ape •.1 ' Santa: nl& NIND_.VELOCITI' 180MPH ': R^S .1 :ATION ENCLOSED Yavy�p a 0 Q c 0 C u % C .� o• ° a E:5 E u w _ C H � TUU ,ymIli ZLL c «� - o00 i- NNPI SETUP AND INSTALLATION OF SINGLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY -UNE, ETC. �NCc DNR""IS'SQUARE"AND'THE HIGH`SPOT'OF-THE'GROUND"IS'ESTABLJSHED -TH@"' 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 -1HFtU THE 2x4 BOTTOM PLATE-1'R-ri E", A 1/2" AU E oiT. - 1�c E001 1/2- THREADED ROD (FOR A "HIGH SET-) IS SECURED THRU THE HOLE. 5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2" WEDGE ANCHOR. 7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5' WEDGE ANCHOR THRU THE 2"x4" BOTTOM PLATE. TABLE 1 . ANCHORING TO CONCRETE SHED WIDTH UPLIFT (PLF) ANCHOR SPACING 20'-0" 400 3'-6' 13'-8" 280 S-6' 11'-8" 240 3'_i' • 10'-0" 200 S-6' 6'-6- - 160 CONCRETE BLOCK OU ITY 6'-O" 120 3'--6- 'VALUESARE FROM ENO OF JOIST TO.,CENTERS OF (2) 4-x4" •• SKIDS ONLY. 13'-8-•WIOE SHEDS HAVE'(4); SETS OF,SIODS. 30" AUGER ANCHOR k4,tsvvLo) SETUP 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. '-BEGCKS-ARE�THE"tACED'AT THE END -CENTER; -•ANO`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�-x4}' BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND BOLTED SECURE. 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 48). 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. TABLE 3A TABLE 2 ) SKID -, RUN ER SPACING' SHED WIDTH X1 X2 • X3 13'-8" ,1.1';10}' � 1•_101- 1'-104- 11'-8 2'-8' 6'-4- - 10'-0" -7 1'-7 6'-10" - 8'-0" 0'-9' 6'-6- - IV 8'x8'1i16" 1900LBS CONCRETE BLOCK OU ITY SW/OW 'VALUESARE FROM ENO OF JOIST TO.,CENTERS OF (2) 4-x4" •• SKIDS ONLY. 13'-8-•WIOE SHEDS HAVE'(4); SETS OF,SIODS. 30" AUGER ANCHOR k4,tsvvLo) SETUP 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. '-BEGCKS-ARE�THE"tACED'AT THE END -CENTER; -•ANO`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�-x4}' BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND BOLTED SECURE. 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 48). 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. TABLE 3A t _ . ' TABLE. 3-, . SUPPORT FOOTING PAD SPACING FOR, .RUNNER .BLOCKING FOR SINGLE *da 'DOUBLE WIDE SHEDS PAD TYPES =PAD,: ', ,, -� MAXIMUM LOAD AND PAD TYPE TYPE PAD DIMENSIONS MAX. LOAD- MATERIAL I 2'x8"x16' 1778LBS CO CRETE BLOCK QUALITY MAX 'SPACING `" ENO PAD'-- -SIDE RUNNER PAD TYPE CEMENT AND SAND MIX II 4'x8'x16' 350OLOS CO CRETE BLOCK OUR 4.15/332 CEMENT AND SAND MIX III 16-x16- 3950LB5 ABS PLASTIC PADS IV 8'x8'1i16" 1900LBS CONCRETE BLOCK OU ITY SW/OW CEMENT AND SAND MIX • BASED ON 2000PSF SOIL SEARING CAPACITY (2000PSF IS TYPICAL) NOTES 1. HOLLOW OR SOLID CONCRETE BLOCKS (8'x8'x167 MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48. WITHOUT REINFORCING. 2. ABS PADS REQUIRED ON I V-8' AND 13'-8' WIDE SHEDS ONLY. • LOAD WIDTH OF UPLIFT ON RUNNER NOTES 1PACING IS ENO TO CENTER OF PAD. 2. PADS OTHER THAN ENO PADS SPACING IS CENTER TO CENTER. 3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP -1 SINGLE HELIX EYE AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER). LOCATE ANCHORS PER TABLE 4A OR 48. 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE (FLOOR SYSTEM) AND ATTACHED TO ANCHOR. t _ . ' TABLE. 3-, . SUPPORT FOOTING PAD SPACING FOR, .RUNNER .BLOCKING FOR SINGLE *da 'DOUBLE WIDE SHEDS SHED DESCRIPTION =PAD,: ', ,, -� MAXIMUM LOAD AND PAD TYPE SHED WIDTH TYPE LW (PLF) END PAD ' MAX 'SPACING `" ENO PAD'-- -SIDE RUNNER PAD TYPE INTERIOR SIDE RUNNER PAD PAD TYPE 13'-8" SW/DW 4.15/332 0" TO 6' 6'-0' 1936LB I, II, 111, OR N 1879LB I, 11. 111, OR N 11'-8" SW/OW 6.00/480 0' TO 6" 6'-0" 2558LB 1. 11, III, OR IV 2558LB 1, II, III, OR N 10'-0" SW/DW 5.00/400 0' TO 6" 6'-0' 2400LB 1• II, 111. OR N 240OLS 1. 11, 111, OR N 8'-0" SW 1 4.00/320 0' TO 6- 6'-0- 2029LB I, II, RI, OR N 2133LO I, 11, 111, OR N 6'-0' SW 3.00/240 Cr TO 6' 6--0' 1658L8 I, II, III, OR N 1866LB I, 11, 111. OR N • LOAD WIDTH OF UPLIFT ON RUNNER NOTES 1PACING IS ENO TO CENTER OF PAD. 2. PADS OTHER THAN ENO PADS SPACING IS CENTER TO CENTER. 3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP -1 SINGLE HELIX EYE AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER). LOCATE ANCHORS PER TABLE 4A OR 48. 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE (FLOOR SYSTEM) AND ATTACHED TO ANCHOR. • LOAD WIDTH OF UPLIFT ON RUNNER •• LOCATION FROM ENO WALL OF AUGER ANCHOR ••• MAXIMUM SPACING SET" ANCHORS 1. NOTES SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER -TO -CENTER. 3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER. ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0' BETWEEN ANCHORS.. 4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED - IS PLACED NEXT TO, AN EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE ENO WALLS AS CLOSE TO THE SIDE AS POSSIBLE TABLE 4A 30" AUGER ANCHOR SPACING - SINGLE WIDE SHED WIDTH LW UPLIFT (PLF) END ANCHOR'S MAX. INTERIOR SPACING— 13'-8" 7.00 243 0'-0' TO S -T 10'-0" 11'-8 6.00 208 U -T TO S -T 10'-0' 10'-0" 5.00 174 0'-D' To S -T 10'-0' 8'-0" 4.00 138 0'-0" TO S -T 10'-0' 6'-0" 3.00 104 O'-0' TO 3•-O' 10'-0' HURRICANE SHELTER USAGE OPTIONAL FOR MGH SEY SQUARE FOOTAGE NOTCH OR COUNTERSINK BOLT TABLE B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH LW UPLIFT (PLF) END ANCHOR" MAX. INTERIOR SPACING'•' 20'-0" 10.00 400 0'-0' TO S -T 1 5'-0' • LOAD WIDTH OF UPLIFT ON RUNNER •• LOCATION FROM ENO WALL OF AUGER ANCHOR ••• MAXIMUM SPACING SET" ANCHORS 1. NOTES SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER -TO -CENTER. 3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER. ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0' BETWEEN ANCHORS.. 4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED - IS PLACED NEXT TO, AN EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE ENO WALLS AS CLOSE TO THE SIDE AS POSSIBLE VERSION WWUFACryRFR I suPEmort SHms A AGENCY cRSllamkk somom 00swas 11 BUILDING TYPEd1i/C W1N 57aMeE CONSTRUCTION TYPE V-5 2'x2- GALVANIZED WASHER haw FIRE SUPPRESSION SISTEM Nal¢ OCCUPANCY 2'x2' GALVANIZED WASHER NJ.Oi1EASLE NUMBER OF STORIES I WITH 1/2' NUT V_Iw1 M 1/2' THREADED ROD 'R- RATING OF WALLS. FLOOR. ROOF WA WITH 1/2- NUT 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE OPTIONAL FOR MGH SEY SQUARE FOOTAGE NOTCH OR COUNTERSINK BOLT 1/2' THREADED ROO EYES BOLTED TOGETHER Wln1 1/2'x2- THRU 2'x4' BOTTOM PLATE OPTIONAL FOR RIGH SET' BOLT & NUT WITH (2)2'x2' CAWAWZED 1/2- COUPLER 2'x4' BOTTOM PLATE NAILED 1/2' COUPLER WASHERS (2.000LB SHF�1R CAPACITY) TO 2'x6' P.T. BASE 1/2'x12' FORGED EYEBOLT g '. n •- MIN. _ 1/2'x5-(400 ANCHOR CON SLAB THRU 2'x4' P.T. BOTTOM PLATEGRAnF MIN. 1 T• (SEE TABLE 1 FOR SPACING)----- -- - EYES BOLTED TOGETHER WITH 1/2'x2' BOLT & NUT WITH (2)2'x2' GALVANIZED WASHERS TYPE 1, 11, III, OR N PAD WITH BLOCKING AS REQUIRED (SEE TABLE 3). 1/2'x3' (400 LB.) SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH CONCRETE SLAB BY OTHERS THROUGH (2.000LB SHEAR GP ACITY) CONCRETE WEDGE ANCHOR CUP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES AND JURISDICTION 30 EARTH AUGER ANCHOR j(SEE TABLE 1 FOR SPACING) (SEE TABLE 4 FOR SPACING) SHED WITH SKID SHED WITH SKID SHED WITH 'NO FLOOR' OPTION TO PAD OR BLOCKING ANCHORED TO CONCRETE " ' - ANCHORED TO CONCRETE ' . TIE -DOWN DETAILS VERSION WWUFACryRFR I suPEmort SHms A AGENCY cRSllamkk somom 00swas 11 BUILDING TYPEd1i/C W1N 57aMeE CONSTRUCTION TYPE V-5 FIRE PROTECTION haw FIRE SUPPRESSION SISTEM Nal¢ OCCUPANCY vmm - Mum"= NJ.Oi1EASLE NUMBER OF STORIES I Bil4c WIND SPEED V_Iw1 M ENCLOSURE 01aOSID PITERNAL PRESSURE CO6ill7LNT r/- 0.15 IMPORTANCE FACTOR 1.17 ROOF DEAD LOAD 1aP5F ROOF LIVE LOAD 20PSF OR 3DW" FLODR DEAD LOAD epw FLOOR UVE LOAD SID. 75PSF - 125PSF OPT. 'R- RATING OF WALLS. FLOOR. ROOF WA MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE No SQUARE FOOTAGE LESS THAN 720 SOiT. REVISIONS 0 MTB Q Dote: L J 4/26/16 3: 0W. (/) N A oad W ALL C) GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. LLJ 2. THIS BUILDING IS EXEMPT FROM THE FBC J ENERGY CONSERVATION CODE PER SECTION 1015.22. M 3. REFER TO TIE -DOWN RETAILS FOR PROPER D INSTALLATION REOUIREMENTS TO MEET CODE O 0 LJJ J 0 Z Lij(n 0 �Y D U, z " Q Matthew T. Baldwin P.E. Florida License #64608 Sheet: AD -1 OF 1 Z F - Y aao�Nds 3000 SIHI 30 SNOIIVIOIA HO N0110f1HISN00 'SNVId NI SHOHH3 30 NOLL03dUO3 V CJNIHIf103H H313V3H3H1 W083 IVI01330 ONimine 3Hl IN3A3Hd 11WH3d V:10 3ONVnSSI TIVHS HON 'S3000 IVOINH03I 3H130 SNOISIAOHd 3HI 30 ANV 301St/ AS HO H311V 'I30NV0 '31VIOIA Ol A.LIHOHlnv SV ION 0NV NHOM 3H1 H11M 03300Hd 013SN301I V 38 OI 03nElISN00 38 IIVHS 03fISSI IINH3d V NOISIA10 JNiaime aaO=INVS 31V0 ONIWVX3 SNVId 30NVrldw00 3000 Hod 03WIA3e • AdOD GSoD 2I