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HomeMy WebLinkAboutSHED APPROVAL LETTERF da paRm ntd. FIA MaWadfvg ured BtProgram Bu5if1es 1940 Nodh Monnie Sven a-Su11e_Q0A--- --- - — — Pro en1 nal — Tallahassee. Flarida32399.OM Regulation PhM'8504871824• Fax850,4148436 Ken Lawson, Secretary FILE COP Rick Scott,Govemor ©(-©3�3 September 23, 2016 Alex Martens Superior Sheds, Inc. SCANNED 2323 S. Volusia Ave By Orange City, FL 32763 St Luci@ County RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019 Dear Alex Martens It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. Volusla Ave, Orange City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for under Chapter S53, 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 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.Floridabuildina.ora) 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,noridabuildino ora 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 SETUP AND INSTALLATION OF SINGLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR 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,tEVEL, BLOCKED, AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (`iEE TABLE 3). 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED THRU THE 2"x4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL 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 S-61 13'-8" 280 3'-0' 11'-8" 240 y_6" I W-O" 200 3'-0- 8'-0" 160 S-61 6'-O" 120 S-6" TABLE 2 SKID RUNNER SPACING - SHED WIDTH xi X2 X3 13'-8" v-1Oj' 1'-10)' V-10)' 11'-8" 2'-8' 6'-4" - Io'-0" V-7" 6'-10" - 8'-0' 0'-9" 6'-6' - 6'-0' 0'-10' 51" - VALUES ARE FROM ENO OF JOIST TO CENTERS OF (2) 4•z4" SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SETS OF SKIDS. SETUP AND INSTALLATION OF DOUBLE WIDE SHED 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)}"xq" 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 4B). 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 PAD TYPES TYPE PAD DIMENSIONS MAX. LOAD- MATERIAL 1 2'z8"z16' 1778LBS CONCRETE BLOCK QUALITY CEMENT AND SANG MIX II 4'z8"x16' 3500LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX III 16"z16" 3950LB5 ABS PLASTIC PADS IV 8'z8"z16' 1900LB5 CONCRETE BLOCK QUALITY CEMENT AND SAND MIX • BASED ON 20DOPSF SOIL BEARING CMACIIY (2000PSF IS TYPICAL) NOTES 1. HOLLOW OR SOLID CONCRETE BLOCKS (8•x8-067 MAY BE STACKEO ON PADS FOR HIGH SETS UP TO 48• WITHOUT REINFORCING. 2. ADS PADS REQUIRED ON IV-8• AND IS-8• WIDE SHEDS ONLY. TABLE 3 SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE SHED WIDTH TYPE LW(PLF) END PAD I MAX. SPACING END PAD SIDE RUNNER PAD TYPE INTERIOR PAD SIDE RUNNER PAD TYPE 13'-8" SW/DW 4.15/332 0" TO 6" 6'-0' 1936LB I, IL III, OR N 1879LB I, II, III, OR N 11'-8" SW/DW 6.00/480 0" TO 6" 6'-0' 2558LB 1, 11. III, OR N 2555LB I, II, III, OR N I o'-0" SW/DW 5.00/400 0' TO 6" 6'-0' 2400LB I, 11. III, OR N 2400LB I, II, III, OR N 8'-0" SW 4.00/320 0" TO 6• 6'-0" 2029LB I, II, 111, OR N 2133LB I, II, I11, OR N 6'-0" SW 3.00/240 0' TO 6' 6'-0' 1658LB I, II, III, OR N 1856LB I, II, 111, OR N • LOAD WIDTH OF UPLIFT ON RUNNER F (\�\ P �T NOTES ` V O ■ '© (�6 X� 1. PAD SPACING IS END TO CENTER OF PAD. 2. PADS AMER THAN END PANS SPACING IS CENTER G. C H. /� . - . J. USE SANE MA%INUY SPACING FOR IMEMOft SPACING. /V� {�/`•ti 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 4B. 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE (FLOOR SYSTEM) AND ATTACHED TO ANCHOR. TABLE 4A 30" AUGER ANCHOR SPACING - SINGLE WIDE SHED WIDTH LW UPLIFT (PLF) END ANCHOR-- MAX. INTERIOR SPACING... 13'-8" 7.00 243 0'-0" TO S-0" 10'-O' 11'-B" 6.00 208 0'-0' To S-O* 10'-o" 8'-0" 4.00 138 O'-D" To Y-D" lD'-O" 6'-0" 3.00 104 O'-0' TO Y-0" 10'-0" TABLE B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH LW UPLIFT (PLF) ENO ANCHOR" MAX. INTERIOR SPACING••• 20'-0' 10.00 400 0'-0" TO S-T 5'-0' • LOAO WIDTH OF UPLIFT ON RUNNER •• LOCATION FROM END WALL OF AUGER ANCHOR ••• MAXIMUM SPACING BETWEEN ANCHORS NOTES 1. ANCHOR SPACING 5 DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER -TO -CENTER. 3. THE MINIMUM NUMBER OF ANCHORS PER SHED 5 (4). (1) ANCHOR PER EACH CORNER. ADDITIONAL INTERIOR ANCHORS ME REQUIRED IF SPACING IS MORE THAN 10'-0' BETWEEN ANCHORS- 4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN ME SHED IS PLACED NEXT TO AN EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE TO ME SIDE AS POSSIBLE. 212- GALVANIZED WASHER 2z2" GALVANIZED WAS �.+ il WITH 1/2• NUT 1/2' THREADED R00 WITH 1/2• NUT �: DPTIONAL FOR 'HIGH SET• NOTCH OR COUNTERSINK BOLT 1/2' THREMED ROD OPTIONAL TOR 'HIGH SET" EYES BOLTED TOGETHER WITH 1/2'z2' BOLT & NUT WITH (2)2'z2- GALVANIZED 1/2" COUPLER THRU 2'z4• BOTTOM PLATE 1/2" COUPLER r WASHERS (2.OWLB SHEAR CAPACITY) 2"x4• BOTTOM PLATE NAILED TO 2mz6• P.T. BASE 1 /2112' FORCED EYEBOLT 5 _ �i `• _ _ '• MM. 1/215" (400 LB.) CONCTRTE WEDGE ANCHOR AAB I -_ 4" MIN. a )m THRU 2'z4- P.T. BOIIOM PLATE I r EYES BOLTED TOGETHER WITH 1/2yxr (SEE TALE I FOR SPACING) U------- a ----- BOLT &NUT WITH LB SHE GALVA}NRED E I, II, pl, OR N ED WITH WASHERS (2.lgOlB SHEAR CMACIR') BLOCKING AS REQUIRED (SEE TABLE J). 1/2•z3• (400 LB) SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH CONCRETE SLAB BY OTHERS THROUGH CONCRETE WEDGE ANCHOR CUP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES AND JURISDICTION 30• EARTH AUGER ANC( OR_ ' '-i (SEE TABLE 1 FOR SPACING) (SEE TABLE 4 FOR SPACING) `SHED WIT. SKID SHED WITH SKID SHED WITH 'NO FLOOR' OPTION '0})P.ADWORlBLOCKI G ANCHORED TO CONCRETE ANCHORED TO CONCRETE �piw- pow"',- TIE -DOWN DETAILS caOE vER90N F1x: 20n Fu EeRa AYE-T MANUFACNMJL sllvapR scnR CONSTRUCTION ME V-e ORE PROTECTION NME ARE SUPPRESSION SYSTEM IIOM1E OCCUPANCY woo ALLOWABLE NUMBER OF STORIES I B IC WHO SPEED V�-1lOnpp EXrosURE O ENCLOSURE EIWAnsLO INTERNAL PRESSURE COEFFICIENT ./- O..s IMPORTANCE FAQOR 1.15 ROOF DEAD LOAD 1I ROOF LIVE LOAD 2WY M JOpeA FLOOR DEAD LOAD IVSF AMR LNE LOAD STD. TS3T - 125 Aft. TL• RATING OF WAILS. ROM ROOF x/A MODULES PER BUILDING I HYRMGNIE PROTECTION UBAGE M HURNICANE 41RR:A USAGE NO SQUARE FOOTAGE Us TIwI no war. REVISIONS (n MTB Q D LLJ 4/26/16 Smle (n N/A LLJ ALL Q GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ME GOVERNED BY LOCAL JURISDICTION. LJ.J 2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION J 1015.22. m 3. REFER TO TIE -DOWN DETAILS FOR PROPER NSTALATION REQUIREMENTS TO MEET CODE. 0 Q C) ��. Z �1GENSF '% lyii I (JJ (' STATE OF Z i '•., F l 0 R 10 Q '''oll � 1-�.Nv J Matthew T. Baldwin P.E. Q EIOdd .License /64608 (n Z I Sheet: 'AD- OF 0 0 e PSI APPROVAL 2018 - •'18 D4 ALUMINUM ROOF SHEATHING END WALL TRUSS f 00 24. O.C. ROOF FRAMING PLAN ELEVATION CROSS-SECTION A i= AJ MEA1LfJ. H ERAM END ELEVATION WITH GARAGE DOOR (oar m E1CkY1) Side Vlfall Header Schedule (180C) Size B1, Width Upp to to 1r-- Fastener w/ end)— —Max-Span J[b} t4x4' S-0• I 0 13-3'x 0.131'na3s 4X4 Ww2 13-tr 1 1 1 6-Wx 0.131•raHs a. Tabulated values are for No. 2 grede Spruce-Pine-Fum luber. b. NJ - Number oFlack studs required to support each end. c. Window header for window openings that have more than 50% combined stud wall ahos and below, otherwise use doe header schedule. d. See header tletais for alternate Iayans, i.e. 2-2'x4• or45r4• P.T. e. The header can be attached to the top plate and thus hale the combined strength equivalert and use the maximum span stated •xms t. ss r.L-iwm s®u[ rm IwwYu¢ I�avaYutrs ]. s !Eo Exu Book. asmy¢ mriPWRmE➢1mbWyL m kVL P1VYem Awrt craw rD DDa laims ' i � Ys' I' i rxrDaw i ' i � i sFAmxc � i l ' " t E W su• 1nm t/a• vnwow m t i ore rum oR (CA.µ• 'I 1YLIY W 16-M• - you.. 1Y MAx Iuvureev+Da�EswiLrm�a HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & �'OPTIONAL & DOORS DOOR 6' WIDE OR LESS G.F.I. -pi+ NnrFs_nmO ecrrmc OUTLET ALL RN SHALL ES SHALL BE 14 CAGE 3-WIRE MC CABLE SOURCE N " -ENCASE LN ALL METAL BOX. L " WIRING DIAGRAM ; ,(-OPTIONAL) i-0 0 VT COO: R]Yfft4' L'C=ael Sec: 'r ea. hx 'W. Nt Se+itit% ~ l:.:s;,rti per. w"eee.i. Ym.a Mz0',.ve RPEeR339,W1rn. Lsaaalwux.m Eua>9 rimm�r mM FF/o-tmiws STANDARD WALL D M LdRR � k � �EQOOR & WINOOW OOS K 3 !1e PUW /fP.TRMMI IAaaZ lEF1 Wm 1NE4 - ale Ta�v nuh aeW holTmW P.r. Tee ...=E 112111111_ =111111=11 :IIIIII.���It•rt�lt•�t•t•t•t���nt• 1m10100 i1r- I�I�I�o oil .... .. ., ".: �. :.`�•� 1, 1"1" ' man�r_�I�'11"' FLOOR FRAMING PLAN FDE PFOTECRON FIRE a R®ON Allg9ear NUMBER OF STORIES f BASIC WIND SPEED N.-IOe.PF EXP041RE e DiCLW11fE DK1rsRn INIFHNa. PRessuRE c0E5FiCiEM IMORTANCE FACTOR 1.16 ROOF DEAD IMD IaP3 ROOF LNE LOAD %P3 OR erne FmR LAID FLOOR DEAD LOAD 1Dv3 FIDOR UYE LMAD 510. )eP3 - 1]SPSF WT. aXFLOR. W MTB Z Dec J Z 12/12/17 0, sas 1- N A. rn W aad _ Z In SS-B-180CR1 I. FeuNMiaN NA`6 MS hoT vMr aF llg qµ 5FI Ne N¢ d WmvaAn err uxx .lu�:lr+t 2 T6 611pLgG a fJn911 Tff ESC Vm6Y 'MION W J Ca��rE�FRH��R1� Ime1.1a Z1 2 � 1RYA&LFl+'le erne ECR PIARA MarlgroN � ro oa Au seas uslaas mLsss EIG AAE aL fa srF. ElgPr O u man. U e. smunuers awi boo xi Fr. wu- PAIE AN eo• MNNuM oaa s tinier m a Iso+rEn aN-sE m ailms DIL01 uxA W 0 ). "Wafts MD Dmm To ilea t IM ULM S>ESYUYV^ O . Sn.: 1k,FNR�. LLB : v~i = m a STATE r.(u 17 i�T'•. IORIOP ON Matthew T. Baldwin P.E. z Florida License #64608 j SSB-1 OF 1 Sheet m