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1037 NE 91 Terr (8)ANCHOR AND BLOCKING SCHEDULE WI OWN x UMW TOTAL Nlb. OF SOB. MOMS TOM le. Of 00k1O. PAN •' x 4' 4 4 0' x 4' 4 4 •' it •' 4 4 0'x10' 4 4 0' x 11' 0 0 •' x 14' 1 0 0' x 10' 0 0 •' x 4' 4 4 0' x 0' 4 4 •' x 6' 4 4 0' x 10' 4 4 0' x 12' 0 0 •' x 14' 0 • 0 •' x 16' e 1 0' x 11' 0 0 0' x SO' • 0 0' xIS' 0 1 0' x 164' 0 0 •' x 110' 10 10 O' x 98' 10 10 •' x SO' 10 10 10' x 4' 4 4 10' x i 4 4 10' x 0' 4 4 10'x10' 4 0 t•' x 1t' 0 0 10' x 14' 0 1 10'x10' 0 • 10' x 1•' • 0 10• x 20' 0 0 10' x t!' • 0 10. x 14' 0 0 10' x t•' 10 10 10'x !0' 10 10 10• x SO' 10 10 10' x 32 1t 11 10'x04' 1t 11 10' x SO' 11 11 10' x00' 14 14 10' x 40' 14 14 12' x 4' 4 4 1t' x I' 4 4 1!' x •' 4 4 1t• x 10' 4 4 1t' x 1t' 0 • 1•' x 14' • 0 12' x 1•' 0 0 12' x 18' 0 0 it' x 80' • 0 12' x !t• to 0 1t' x 24' • 0 1t' x !0' 10 10 11' x SO' 10 10 1t' x 80' 10 10 12' x SS' 11 11 1t' x 114' 11 11 1t' x 0•' 18 1t 1t' x ••' 14 14 11 14 14 1!• x 4S' 14 14 12' x 44' 10 10 11• x48' 14 10 11' x AP • is 10 12' x00' 10 10 14' x t0' • 10 14' x at• 6 10 14'x04' • 10 14' x !•' 10 SO 14' x 21' 10 00 14' x 80' 10 10 14' x SS' 11 24 14'x•4' 12 14 14' x SO' 12 14 14' x00' 14 48 14'x40' 14 se 14' x 411' 14 20 14' x44' 10 a 14' x 48' 10 at 14'x48' 10 •t 14'x00' 11 48 ANCHOR AND BLOCKING SCHEDULE WE MN x UMW TOTAL NO. Cf OM AXIOM TOTAL 1C OP Cam'. PAI S 10' x_• • 11 SO' x M' • 10 4810' x 14' • 10 00 x t•' 10 SO 00'x!0• 10 SO JO' x 00' 10 m SO' x 02' 11 14 Z 0' x 04' 11 14 20' x ••' 12 24 20' x00' 14 SO SO' x 40' 14 - 20' x 42' 14 00 SO' x 44' 10 a s0' x 48' 18 48 t0' x 40' 10 u 00' 14 48 SO' x •t' 10 48 20' x •4' 16 SO _I x N' 18 00 Na' aa' so 40 •0'x00' 20 40 l4' x t0' 0 10 24' x SS' 0 10 14' • !4' x t•' 10 •4' x10' 10 14' x00' 10 24' x at' 11 14' x 84• 11 S4' xMP 11 24' x 00' 14 24' x 40' 14 24' 14 It 34' x 44' 10 !4' x 40' 10 14' x40' 10 24' x 80' 10 24' x •t' 10 24' x 64' 10 14' xM' 10 24' x A' t0 t4' x 00' 00 REF: C: VEDS+ED \SHEDS NOTES 1. ANCHORS AND BLOCKS FOR THE BUILDING CORNEAS MUST BE MI THIN r FROM THE WILDING CORNEAS. 2. ANCHORS ANC BLOCKS CAN BE A MAXIMUM DISTANCE OF B' APART. JS'HOR A ( ND T ABLE BELOW) BLOCKING PLAN NTS GRADE \/ >\. 3" MIN.— 2 "x4" WALL STUD 1 "x9" 20 GAUGE GALVANIZED STEEL STRAP 2 "x4" P.T. SOLE PLATE 2 "x6" P.T. BASE PLATE EXISTING CONCRETE SLAB TYPICAL SECTION FOR BUILDING INSTALLATION ON AN EXISTING CONCRETE SLAB P.T. SIDE RAIL CONT. 1 /8 "x7/8 "x4" ALUM. STRAP CAULK 8" NTS 2" X 4" STUDS P.T. SOLE PLATE CONT. 3/8 "x2 1/2" BOLT. W /WASHER —3/4" P.T. PLYWOOD ,0" NTS NTS r MM /// /i /// / /i �/ 20 GUAGE X 1 1/4" GALV. STEEL ,STRAP (ALTERNATE STRAP) (0R) 1/8" WIRE AIR- CRAFT CABLE. 4 -3/4" ALTERNATE ANCHORING DETAIL FOR CONCRETE PAD 2" X 4" 2" X 4" PLATE 2" X 6" PLATE (P. T.) 1/2 "0 ANCHOR BOLT ON 4' CENTERS (MAX) NOTE CONCRETE PROVIDED BY OTHERS. "HUGHES" #ANSH, CONC. ANCHOR HEAD. W/5/8" X 3" RAWL LOK/BOLT (SEE SCHEDULE) - #5 CONT. P.T. FLOOR JOIST BEYOND (2) 2 x 6 P.T. OR (2) 2 x 4 P.T. OR (1) 4 X 4 P.T. SKID. EXISTING CONCRETE PAD 4" CONC. SLAB (3,000 P.S.I.) W/6X6 10/10 W.W.M. TYPICAL SECTION FOR BUILDING INSTALLATION ON A CONCRETE SLAB 1/2" "J" BOLT EMBEDDED 6" IN CONC. AT 4' -0" O.C., W /2" WASHER. OR 1/2" DYNABOLT EMBEDDED 6" IN CONC. AT 4' -0" O.C., W /2" WASHER. NTS GRADE 1/2 "0 x 30" LG. STEEL ROD HELIX: 9 GA. x 4 "0 WITH 2" PITCH As Manufactured By Ted's Sheds, Inc. Bonita Springs, Florida 33923 1-800-771-0866 2 x 4 STUDS P.T. SOLE PLATE CONT. P.T. SIDE RAIL CONT. 60' 1" MAX. SINGLE HELIX GROUND ANCHORS SINGLE HELIX OR CORAL ROCK ANCHOR (SEE DETAIL) ANCHOR /BUILDING CONNECTION NOTES: 1, THESE PLANS ARE IN COMPLIANCE 'NTH THE SOUTH FLORIDA BUILDING CODE 1994 BOWARD COUNTY EDITION & DADE COUNTY EDITION. WINO LOADS PER ASCE 7 - 88. 2. THESE PLANS ARE IN COMPLIANCE WITH THE 1996 EDITION OF THE STANDARD BUILDING CODE, SECTION 1606 FOR WIND VELOCITY OF 110 M.P.H. NO. REV REVISED REVISED APPROVED BY: 3/4" P.T. PLYWOOD 20 GUAGE x 1 1/4" GALV. STEEL STRAP OR 1/8" WIRE AIR- CRAFT CABLE NTS 4 "x16 "x16" CONC. 2,300 PSI. PAD (SEE SCHEDULE) • R.t RARO fERR nrc�. FLA. ENOMIEER N0. 1 • .,..� (2R) 2 x4 x P.. OR (2) 2,C4 P.Y. SKID 2. 144'1 1 -23-47 7 -96 8Y ' /ATE P.T. FLOOR JOIST BEYOND NTS ATE: 1 -27 -94 SCALE: AS SHOWN DRAWN 8Y: TS1 1/2"0 x 30 LG. STFEL ROD ---- v CORAL ROCK ANCHOR$ 7 FERRARA ENGINEERING, INC. 200 W. WISCONSIN AVE. - DeLANO, FLORIDA 32720 P.O. BOX 2978 904/734 - ST02 MASTER PLANS TYPICAL BLOCKING AND ANCHORING DETAILS PROD. NO DRAWING NO. SHEET 3 OF 3 4 LISTING AGENCY APPROVAL THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT Of 1979 CONSTRUCTION CODES AND ADHERE TO THE FOLLOWING CRITERIA: ONST. TYPE til 9c_g2pANC LAW N S GE ____M ALLOWABLE i OF FLOORS 1 WIND VELOCITY 110 M.P.N. FIRE RATING OF X1tRIOR WALLS 0 PLAN NO, 273 -001 ALLOWABLE 5008 LOAD 50 f .5.r. . ": .. 1 L • MANUFACTURER D'S SIZED Pa PIA WWI 0 0 0 0 1 -4' 2• NOTES* 1. 4' WOE MUMS GPM SPAIN 16 3' WITH G' OVERHANGS Oti 2. G' W®C SULDNG CENTER SPAN IS 4'-0' Y1 1' OVE IANGS 3. S' WOE &MIME CENTER SPAN IS 5'-G' W1111 1' -3' OVERHANGS 4. 10' WPC SLUING CENTER SPAN I5 0'-G' WITH 1'-1' OVERHANGS EACH SIiX. ON EACH WE. ON EACH 51DE'. ON EACH 50f. O NOTE S 1. 4' WOE C 1.DtMG CENTER SPAN IS 3'-0' WITH G" OVERHANGS ON EACH 600. 2. G' WOE bLtZ* G CENTER SPAN 16 4'-O' WITH 1'-0' OVERHANG& ON EACH WE. 3. 6' WVf OI.LDNG CENTER SPAN IS 6'-4' MTH 1' -3' OVE W C•6 Oti EACH 51DE. 4. 10' W0f \ 1f 6L$.D14G CENTER SPARE IS- Cr'-4 W1111 1'-9' OVERHANGS ON EACH W. 2'xG•SDE NOTE'S• 1. 4' WOE DULDNG CENTER SPAN IS 3'--G' MTH G' OVERHANGS ON EACH SID!. 2. G' WIZ ?A.)/ DM CENTER WAN 16 4'-0' WM1 1'-O' OVEWANGS ON EACH SOL 3. 6' WDC &W NG CSNTt1t SPAN IS'! 5'-4' WON 1' -3' OV! 31ANGS ON EACH SDI. 4. 10' MX S(A.LNG CENTER SPAN IS G'-G' WITH 1'-9' OVERHANGS ON EACH SIDE. 5. 12' WDC SULTANS CANTER SPAN k! 7-0' WITH 2'-4' OVERt1ANGS ON EACH 50f. G. FOR 14' WIDE OULDNGS. USC rout Saws WRH A MAMM CENTER SPAN or 7'-O• AND A MAX111.11 OVL1tHANG 01' 2'-o' ON EACH £4'f. 00,; PRAMINLO PlyNANe) N.T.S. 2 -0' s TYP. 5EC VARIOUS ['Tip WALL SCC1IONS FOR VERTICAL WALL STUD LOCATION 2•x4'F.T. rSOLE run 1 �LE T EACH UNIT r GT LROP1 >T Slb1NG PQ u { TO.ulT 1, UWE LAWN 5TORAGf BULDNG SCALE. 1/4' 1' -0" 20 GUAOE GALV. RAFTFJ! TIE wrni (3) 10d C0441.4ON NAILS EACH END OF STRAP .20 GAGE GALVANIZED STEEL W11H (4) - Oct COMMON NAILS ON JOISTS AND MAIN BEAM , USE FOR AU. FLOOR JOIST/ SKID CONNECTIONS •RIGHT AND LEFT CUP FOR CONNP FLOOR JOISTS TO MAIN BEAM HURRICANE CLIPS NTS int.rnooR .4Nr, #R©. TI N.T.S. • . •1 NOTE: USED ON EVERY WAIL STUD TO CONNECT WALL TO ROOF AND WALL TO FLOOR AT END WALLS • • • corravous OVER 2 VANS Mt AM PAL FOR ROOFING AND) WING NT s 4' SN?4G 4G DOOR °FE NG 4' TO 50'-O• f e C i 2) SCL VAR,OUS ENO WALL SECTIONS *TTT1 DOORS AND GARAGE DOORS f CR 5110 CL,L WALL 5113) LOCATION t1 OT Tb 1C 4oI 12' 20 WAGE GALV. STEEL. RAFTER TIE WITH (S) NOTE 1Od CONOON NAILS EACH ENO OF STRAP ]1r USED ON EVERY WALL ST+JD TO CONNECT WALL TO FLOOR TYF'1CAL EACH SIDE WALL /2 DATE PLAN NUMBER APPROVED BY GENERAL N CB rE 5 L THESE FLANS in N DOMPUAtia WITTI nit 1 ED111011 Of THE STAt'ARD DLUt4G COOE. SEC1tON 1205 FCA WO ■ttOCIlt Of 110 1011. 2. MAXt'th STORAGE LNE LOADS• FLOOR - 50 P.SI. Roof - 20 P.bt. 3. ALL LL.TUR TO DE SOUTHERN FTC NO. 2 6l.RlACCD AT MAI MMtt 1 M.C. moot AC/I ERS SHALL DC rRESSURL MATED. 4. PLYWOOD FLOOR 10 DC 5/6' CO 3/4' INCA SOUTHERN it. EXPOSURE 1. APA RATIO 31L.I.D -1 -FLOOR PANELS. PLYWOOD IS CON4EGtW WITH as NAL6 AT G' 0.0. AT EDGED AND 12' O.D. N TIC FEED. 5. ALL SONG AW ROOftIG PANCL6 TO DE 3003 -910 ALL *t41 ALLOY 0.011' THICINNESS MID SHALL DE CCNTECTED TO THE SHED rRAft4G WITH A MMtIf'1 IFS x 3/4' GALVAMZED SCREW WITH A Mt ry » 33 KIN. SFACt40 SCREWS As rouCRS G. ROOF AND ROOF/WALL CO tCCTION6 WALL HAVE ON r4Cii DOE 20 GLACE GALVANICD 51M. TTZUS6 PLATES DT I1TtX PLC. MODEL NO. P 3X5?1 -20. OR SNILAR At7ROVED EQUAL. 7. PLOGt AND ROOF TIES AND HLAt10CANC CU'S ARL WWXACTLRED OY 'Si1JTNEASiETW METALS I'1ANUFACTL040 GO. NG.' MODEL NO.'S RTP206'1F. R1r206127 A;;v HUM 1 MANU'ACT RNG. t'G MODEL Mo.'s *11020 AND MCRIi. a. MUR1t1CANE GAPS CAN X USED N PLACE Of ROOf t1• Al 04DWALL ROOf C04120110145 0. GARAGE D006 OPt1464G 6 Aft 5'x0'A'x0'.7'xG'.13'xG'.9'0'. AND i'x7'. GARAGE DOORS SNAIL DL LOCATED N ET1DWA LS. 10. SWNW'IG ENTRY DOOR OPXT114G5 VART N 52E FROM J'x'' 10 6'4'. DOORS SHALL DE LOCATED t4 513E AND 011WA LD. 11. 1'0' 151AGl4G SHAIl DC A MMttti Or G4' ADOVC fLOOR ON WALLS .14) A MAXIMUM Of G9' O C. TMERLArnR. 12. %WOWS. DOORS 4.HD LOUIS 10 COMPLY WITH CHAPTER 30 Of THE SUIJTri mow* DUt:t4G CODE. 13. C1.1G111CAL 15 QPT1014AL ELIOT/DCAL f1XTUZ5 WAY VARY rUR PLAN AND PEIt GLEN16 ICED. ALL ELtGTRe.u.1 WRNO 10 0C #12 *1111 GROL.MO N EMT CONCUT OR 612 W111 GROLNO ROMiX. ALL f0aLRES TO DE Ul. own AND APPROVED. MAX. WATTAGE FTX ELEGTRICAL RUN NOT TO EXCEED 1420 WATTS (20 A-r CRCUT). ALL ELECTRICAL WORK TO DE t4 ACCORDANCE WITH THE 1991 NEC. 95' SOtIG• G' O.G.AT ALL SL.r?ORT MEYOERS. 111LIDOR AND END, 12' o.G. AT 601TO$ ROOF 1' OA. AT ALL SL??ORT hV'DERS. 14121 AND END. SOX LAP FAST0414O NOT ItECILVIED !XGET'T AT SUPPORT htT`CQtS MID COTTON EDGE. aITr INSTALLED ITEMS 1. FOUNDATION AND CONNECTION Of UNIT TO SITE 2. ELECTRICAL CONNECTIONS FROM SITE POWER 5OURCE TO UNIT. CIF ELECTRICAL IS PROVIDED IN LW) cart REVISIONS TED'S SHED, INC. 10311 t3G111TA BfAGN ROA, 13041TA 9PRRING9, FLOR 1 A 33 8 Por i 1-600-111-0666 ,-. MASTER PLANS STANDARD TYPE MID i'LOOii AND FRAME DETAILS BY DATE DATE: 3 -13-98 SCALE: AS SHOWN CRAMN BY: 151 PROJ. N0. DRAWING NO. SHEET 1 OF 2 I J ?YPICAL 2' x 4' SOC RAL � i__. I ,r ....� _ �� - (134x4 OR r (23 2x6 G SKID 1 t MOVC �ON 374 1LO4 314 MO110 I ! Ii ,_J �I I I I 1 L ___ H^ L MO T10 3104 176 1 - - - - - -J ' . ., i ; JOIST!! /Crab) 1 { IIr I I t 2k4 -1 ur6 . 1 - - IJ 1..- r ' 1L__ L ' 1104 175 1 MOV4 4 x (13 4 x C23 2x05r3D 11 4 OR ' ' , I 2'x4'/ J01515 CfY1'3 ---- - M0122 1iOM 175 - r 4' TO 50' -0' PIA WWI 0 0 0 0 1 -4' 2• NOTES* 1. 4' WOE MUMS GPM SPAIN 16 3' WITH G' OVERHANGS Oti 2. G' W®C SULDNG CENTER SPAN IS 4'-0' Y1 1' OVE IANGS 3. S' WOE &MIME CENTER SPAN IS 5'-G' W1111 1' -3' OVERHANGS 4. 10' WPC SLUING CENTER SPAN I5 0'-G' WITH 1'-1' OVERHANGS EACH SIiX. ON EACH WE. ON EACH 51DE'. ON EACH 50f. O NOTE S 1. 4' WOE C 1.DtMG CENTER SPAN IS 3'-0' WITH G" OVERHANGS ON EACH 600. 2. G' WOE bLtZ* G CENTER SPAN 16 4'-O' WITH 1'-0' OVERHANG& ON EACH WE. 3. 6' WVf OI.LDNG CENTER SPAN IS 6'-4' MTH 1' -3' OVE W C•6 Oti EACH 51DE. 4. 10' W0f \ 1f 6L$.D14G CENTER SPARE IS- Cr'-4 W1111 1'-9' OVERHANGS ON EACH W. 2'xG•SDE NOTE'S• 1. 4' WOE DULDNG CENTER SPAN IS 3'--G' MTH G' OVERHANGS ON EACH SID!. 2. G' WIZ ?A.)/ DM CENTER WAN 16 4'-0' WM1 1'-O' OVEWANGS ON EACH SOL 3. 6' WDC &W NG CSNTt1t SPAN IS'! 5'-4' WON 1' -3' OV! 31ANGS ON EACH SDI. 4. 10' MX S(A.LNG CENTER SPAN IS G'-G' WITH 1'-9' OVERHANGS ON EACH SIDE. 5. 12' WDC SULTANS CANTER SPAN k! 7-0' WITH 2'-4' OVERt1ANGS ON EACH 50f. G. FOR 14' WIDE OULDNGS. USC rout Saws WRH A MAMM CENTER SPAN or 7'-O• AND A MAX111.11 OVL1tHANG 01' 2'-o' ON EACH £4'f. 00,; PRAMINLO PlyNANe) N.T.S. 2 -0' s TYP. 5EC VARIOUS ['Tip WALL SCC1IONS FOR VERTICAL WALL STUD LOCATION 2•x4'F.T. rSOLE run 1 �LE T EACH UNIT r GT LROP1 >T Slb1NG PQ u { TO.ulT 1, UWE LAWN 5TORAGf BULDNG SCALE. 1/4' 1' -0" 20 GUAOE GALV. RAFTFJ! TIE wrni (3) 10d C0441.4ON NAILS EACH END OF STRAP .20 GAGE GALVANIZED STEEL W11H (4) - Oct COMMON NAILS ON JOISTS AND MAIN BEAM , USE FOR AU. FLOOR JOIST/ SKID CONNECTIONS •RIGHT AND LEFT CUP FOR CONNP FLOOR JOISTS TO MAIN BEAM HURRICANE CLIPS NTS int.rnooR .4Nr, #R©. TI N.T.S. • . •1 NOTE: USED ON EVERY WAIL STUD TO CONNECT WALL TO ROOF AND WALL TO FLOOR AT END WALLS • • • corravous OVER 2 VANS Mt AM PAL FOR ROOFING AND) WING NT s 4' SN?4G 4G DOOR °FE NG 4' TO 50'-O• f e C i 2) SCL VAR,OUS ENO WALL SECTIONS *TTT1 DOORS AND GARAGE DOORS f CR 5110 CL,L WALL 5113) LOCATION t1 OT Tb 1C 4oI 12' 20 WAGE GALV. STEEL. RAFTER TIE WITH (S) NOTE 1Od CONOON NAILS EACH ENO OF STRAP ]1r USED ON EVERY WALL ST+JD TO CONNECT WALL TO FLOOR TYF'1CAL EACH SIDE WALL /2 DATE PLAN NUMBER APPROVED BY GENERAL N CB rE 5 L THESE FLANS in N DOMPUAtia WITTI nit 1 ED111011 Of THE STAt'ARD DLUt4G COOE. SEC1tON 1205 FCA WO ■ttOCIlt Of 110 1011. 2. MAXt'th STORAGE LNE LOADS• FLOOR - 50 P.SI. Roof - 20 P.bt. 3. ALL LL.TUR TO DE SOUTHERN FTC NO. 2 6l.RlACCD AT MAI MMtt 1 M.C. moot AC/I ERS SHALL DC rRESSURL MATED. 4. PLYWOOD FLOOR 10 DC 5/6' CO 3/4' INCA SOUTHERN it. EXPOSURE 1. APA RATIO 31L.I.D -1 -FLOOR PANELS. PLYWOOD IS CON4EGtW WITH as NAL6 AT G' 0.0. AT EDGED AND 12' O.D. N TIC FEED. 5. ALL SONG AW ROOftIG PANCL6 TO DE 3003 -910 ALL *t41 ALLOY 0.011' THICINNESS MID SHALL DE CCNTECTED TO THE SHED rRAft4G WITH A MMtIf'1 IFS x 3/4' GALVAMZED SCREW WITH A Mt ry » 33 KIN. SFACt40 SCREWS As rouCRS G. ROOF AND ROOF/WALL CO tCCTION6 WALL HAVE ON r4Cii DOE 20 GLACE GALVANICD 51M. TTZUS6 PLATES DT I1TtX PLC. MODEL NO. P 3X5?1 -20. OR SNILAR At7ROVED EQUAL. 7. PLOGt AND ROOF TIES AND HLAt10CANC CU'S ARL WWXACTLRED OY 'Si1JTNEASiETW METALS I'1ANUFACTL040 GO. NG.' MODEL NO.'S RTP206'1F. R1r206127 A;;v HUM 1 MANU'ACT RNG. t'G MODEL Mo.'s *11020 AND MCRIi. a. MUR1t1CANE GAPS CAN X USED N PLACE Of ROOf t1• Al 04DWALL ROOf C04120110145 0. GARAGE D006 OPt1464G 6 Aft 5'x0'A'x0'.7'xG'.13'xG'.9'0'. AND i'x7'. GARAGE DOORS SNAIL DL LOCATED N ET1DWA LS. 10. SWNW'IG ENTRY DOOR OPXT114G5 VART N 52E FROM J'x'' 10 6'4'. DOORS SHALL DE LOCATED t4 513E AND 011WA LD. 11. 1'0' 151AGl4G SHAIl DC A MMttti Or G4' ADOVC fLOOR ON WALLS .14) A MAXIMUM Of G9' O C. TMERLArnR. 12. %WOWS. DOORS 4.HD LOUIS 10 COMPLY WITH CHAPTER 30 Of THE SUIJTri mow* DUt:t4G CODE. 13. C1.1G111CAL 15 QPT1014AL ELIOT/DCAL f1XTUZ5 WAY VARY rUR PLAN AND PEIt GLEN16 ICED. ALL ELtGTRe.u.1 WRNO 10 0C #12 *1111 GROL.MO N EMT CONCUT OR 612 W111 GROLNO ROMiX. ALL f0aLRES TO DE Ul. own AND APPROVED. MAX. WATTAGE FTX ELEGTRICAL RUN NOT TO EXCEED 1420 WATTS (20 A-r CRCUT). ALL ELECTRICAL WORK TO DE t4 ACCORDANCE WITH THE 1991 NEC. 95' SOtIG• G' O.G.AT ALL SL.r?ORT MEYOERS. 111LIDOR AND END, 12' o.G. AT 601TO$ ROOF 1' OA. AT ALL SL??ORT hV'DERS. 14121 AND END. SOX LAP FAST0414O NOT ItECILVIED !XGET'T AT SUPPORT htT`CQtS MID COTTON EDGE. aITr INSTALLED ITEMS 1. FOUNDATION AND CONNECTION Of UNIT TO SITE 2. ELECTRICAL CONNECTIONS FROM SITE POWER 5OURCE TO UNIT. CIF ELECTRICAL IS PROVIDED IN LW) cart REVISIONS TED'S SHED, INC. 10311 t3G111TA BfAGN ROA, 13041TA 9PRRING9, FLOR 1 A 33 8 Por i 1-600-111-0666 ,-. MASTER PLANS STANDARD TYPE MID i'LOOii AND FRAME DETAILS BY DATE DATE: 3 -13-98 SCALE: AS SHOWN CRAMN BY: 151 PROJ. N0. DRAWING NO. SHEET 1 OF 2 I J ?YPICAL 2' x 4' SOC RAL x 0 61c6 I 1 xcirt U34x4OR (2) 2 x G SKID 1LO4 314 MO110 1 ___ r 1 � . L MO T10 3104 176 1 - - - - - -J i k---, I I_ { IIr I I t 254'1 / (TM ur6 . _J * I 1 1..- (~ 1L__ w I w 4 x (232)4 '.., 1 - I I 1 I 1 (T) 1../ Y -� 2'x4'/ J01515 CfY1'3 / M0122 1iOM 175 - G' TO 50'-0' r------ r.."_ r . r IC3104 375 � I �1L CU (23r x 4 OR J 0 1 - 6' TO 50' --O' PIA WWI 0 0 0 0 1 -4' 2• NOTES* 1. 4' WOE MUMS GPM SPAIN 16 3' WITH G' OVERHANGS Oti 2. G' W®C SULDNG CENTER SPAN IS 4'-0' Y1 1' OVE IANGS 3. S' WOE &MIME CENTER SPAN IS 5'-G' W1111 1' -3' OVERHANGS 4. 10' WPC SLUING CENTER SPAN I5 0'-G' WITH 1'-1' OVERHANGS EACH SIiX. ON EACH WE. ON EACH 51DE'. ON EACH 50f. O NOTE S 1. 4' WOE C 1.DtMG CENTER SPAN IS 3'-0' WITH G" OVERHANGS ON EACH 600. 2. G' WOE bLtZ* G CENTER SPAN 16 4'-O' WITH 1'-0' OVERHANG& ON EACH WE. 3. 6' WVf OI.LDNG CENTER SPAN IS 6'-4' MTH 1' -3' OVE W C•6 Oti EACH 51DE. 4. 10' W0f \ 1f 6L$.D14G CENTER SPARE IS- Cr'-4 W1111 1'-9' OVERHANGS ON EACH W. 2'xG•SDE NOTE'S• 1. 4' WOE DULDNG CENTER SPAN IS 3'--G' MTH G' OVERHANGS ON EACH SID!. 2. G' WIZ ?A.)/ DM CENTER WAN 16 4'-0' WM1 1'-O' OVEWANGS ON EACH SOL 3. 6' WDC &W NG CSNTt1t SPAN IS'! 5'-4' WON 1' -3' OV! 31ANGS ON EACH SDI. 4. 10' MX S(A.LNG CENTER SPAN IS G'-G' WITH 1'-9' OVERHANGS ON EACH SIDE. 5. 12' WDC SULTANS CANTER SPAN k! 7-0' WITH 2'-4' OVERt1ANGS ON EACH 50f. G. FOR 14' WIDE OULDNGS. USC rout Saws WRH A MAMM CENTER SPAN or 7'-O• AND A MAX111.11 OVL1tHANG 01' 2'-o' ON EACH £4'f. 00,; PRAMINLO PlyNANe) N.T.S. 2 -0' s TYP. 5EC VARIOUS ['Tip WALL SCC1IONS FOR VERTICAL WALL STUD LOCATION 2•x4'F.T. rSOLE run 1 �LE T EACH UNIT r GT LROP1 >T Slb1NG PQ u { TO.ulT 1, UWE LAWN 5TORAGf BULDNG SCALE. 1/4' 1' -0" 20 GUAOE GALV. RAFTFJ! TIE wrni (3) 10d C0441.4ON NAILS EACH END OF STRAP .20 GAGE GALVANIZED STEEL W11H (4) - Oct COMMON NAILS ON JOISTS AND MAIN BEAM , USE FOR AU. FLOOR JOIST/ SKID CONNECTIONS •RIGHT AND LEFT CUP FOR CONNP FLOOR JOISTS TO MAIN BEAM HURRICANE CLIPS NTS int.rnooR .4Nr, #R©. TI N.T.S. • . •1 NOTE: USED ON EVERY WAIL STUD TO CONNECT WALL TO ROOF AND WALL TO FLOOR AT END WALLS • • • corravous OVER 2 VANS Mt AM PAL FOR ROOFING AND) WING NT s 4' SN?4G 4G DOOR °FE NG 4' TO 50'-O• f e C i 2) SCL VAR,OUS ENO WALL SECTIONS *TTT1 DOORS AND GARAGE DOORS f CR 5110 CL,L WALL 5113) LOCATION t1 OT Tb 1C 4oI 12' 20 WAGE GALV. STEEL. RAFTER TIE WITH (S) NOTE 1Od CONOON NAILS EACH ENO OF STRAP ]1r USED ON EVERY WALL ST+JD TO CONNECT WALL TO FLOOR TYF'1CAL EACH SIDE WALL /2 DATE PLAN NUMBER APPROVED BY GENERAL N CB rE 5 L THESE FLANS in N DOMPUAtia WITTI nit 1 ED111011 Of THE STAt'ARD DLUt4G COOE. SEC1tON 1205 FCA WO ■ttOCIlt Of 110 1011. 2. MAXt'th STORAGE LNE LOADS• FLOOR - 50 P.SI. Roof - 20 P.bt. 3. ALL LL.TUR TO DE SOUTHERN FTC NO. 2 6l.RlACCD AT MAI MMtt 1 M.C. moot AC/I ERS SHALL DC rRESSURL MATED. 4. PLYWOOD FLOOR 10 DC 5/6' CO 3/4' INCA SOUTHERN it. EXPOSURE 1. APA RATIO 31L.I.D -1 -FLOOR PANELS. PLYWOOD IS CON4EGtW WITH as NAL6 AT G' 0.0. AT EDGED AND 12' O.D. N TIC FEED. 5. ALL SONG AW ROOftIG PANCL6 TO DE 3003 -910 ALL *t41 ALLOY 0.011' THICINNESS MID SHALL DE CCNTECTED TO THE SHED rRAft4G WITH A MMtIf'1 IFS x 3/4' GALVAMZED SCREW WITH A Mt ry » 33 KIN. SFACt40 SCREWS As rouCRS G. ROOF AND ROOF/WALL CO tCCTION6 WALL HAVE ON r4Cii DOE 20 GLACE GALVANICD 51M. TTZUS6 PLATES DT I1TtX PLC. MODEL NO. P 3X5?1 -20. OR SNILAR At7ROVED EQUAL. 7. PLOGt AND ROOF TIES AND HLAt10CANC CU'S ARL WWXACTLRED OY 'Si1JTNEASiETW METALS I'1ANUFACTL040 GO. NG.' MODEL NO.'S RTP206'1F. R1r206127 A;;v HUM 1 MANU'ACT RNG. t'G MODEL Mo.'s *11020 AND MCRIi. a. MUR1t1CANE GAPS CAN X USED N PLACE Of ROOf t1• Al 04DWALL ROOf C04120110145 0. GARAGE D006 OPt1464G 6 Aft 5'x0'A'x0'.7'xG'.13'xG'.9'0'. AND i'x7'. GARAGE DOORS SNAIL DL LOCATED N ET1DWA LS. 10. SWNW'IG ENTRY DOOR OPXT114G5 VART N 52E FROM J'x'' 10 6'4'. DOORS SHALL DE LOCATED t4 513E AND 011WA LD. 11. 1'0' 151AGl4G SHAIl DC A MMttti Or G4' ADOVC fLOOR ON WALLS .14) A MAXIMUM Of G9' O C. TMERLArnR. 12. %WOWS. DOORS 4.HD LOUIS 10 COMPLY WITH CHAPTER 30 Of THE SUIJTri mow* DUt:t4G CODE. 13. C1.1G111CAL 15 QPT1014AL ELIOT/DCAL f1XTUZ5 WAY VARY rUR PLAN AND PEIt GLEN16 ICED. ALL ELtGTRe.u.1 WRNO 10 0C #12 *1111 GROL.MO N EMT CONCUT OR 612 W111 GROLNO ROMiX. ALL f0aLRES TO DE Ul. own AND APPROVED. MAX. WATTAGE FTX ELEGTRICAL RUN NOT TO EXCEED 1420 WATTS (20 A-r CRCUT). ALL ELECTRICAL WORK TO DE t4 ACCORDANCE WITH THE 1991 NEC. 95' SOtIG• G' O.G.AT ALL SL.r?ORT MEYOERS. 111LIDOR AND END, 12' o.G. AT 601TO$ ROOF 1' OA. AT ALL SL??ORT hV'DERS. 14121 AND END. SOX LAP FAST0414O NOT ItECILVIED !XGET'T AT SUPPORT htT`CQtS MID COTTON EDGE. aITr INSTALLED ITEMS 1. FOUNDATION AND CONNECTION Of UNIT TO SITE 2. ELECTRICAL CONNECTIONS FROM SITE POWER 5OURCE TO UNIT. CIF ELECTRICAL IS PROVIDED IN LW) cart REVISIONS TED'S SHED, INC. 10311 t3G111TA BfAGN ROA, 13041TA 9PRRING9, FLOR 1 A 33 8 Por i 1-600-111-0666 ,-. MASTER PLANS STANDARD TYPE MID i'LOOii AND FRAME DETAILS BY DATE DATE: 3 -13-98 SCALE: AS SHOWN CRAMN BY: 151 PROJ. N0. DRAWING NO. SHEET 1 OF 2 I J (1) 4 x4OR f x 0 61c6 I 1 xcirt MO11Q INIIISIMIS J015TTS 1 ___ r 1 � . L MO T10 3104 176 1 - - - - - -J k---, I I_ I I t 254'1 / (TM ur6 (~ w 4 x (232)4 4 oa- 1-- 050313 I I r G' TO 50'-0' PIA WWI 0 0 0 0 1 -4' 2• NOTES* 1. 4' WOE MUMS GPM SPAIN 16 3' WITH G' OVERHANGS Oti 2. G' W®C SULDNG CENTER SPAN IS 4'-0' Y1 1' OVE IANGS 3. S' WOE &MIME CENTER SPAN IS 5'-G' W1111 1' -3' OVERHANGS 4. 10' WPC SLUING CENTER SPAN I5 0'-G' WITH 1'-1' OVERHANGS EACH SIiX. ON EACH WE. ON EACH 51DE'. ON EACH 50f. O NOTE S 1. 4' WOE C 1.DtMG CENTER SPAN IS 3'-0' WITH G" OVERHANGS ON EACH 600. 2. G' WOE bLtZ* G CENTER SPAN 16 4'-O' WITH 1'-0' OVERHANG& ON EACH WE. 3. 6' WVf OI.LDNG CENTER SPAN IS 6'-4' MTH 1' -3' OVE W C•6 Oti EACH 51DE. 4. 10' W0f \ 1f 6L$.D14G CENTER SPARE IS- Cr'-4 W1111 1'-9' OVERHANGS ON EACH W. 2'xG•SDE NOTE'S• 1. 4' WOE DULDNG CENTER SPAN IS 3'--G' MTH G' OVERHANGS ON EACH SID!. 2. G' WIZ ?A.)/ DM CENTER WAN 16 4'-0' WM1 1'-O' OVEWANGS ON EACH SOL 3. 6' WDC &W NG CSNTt1t SPAN IS'! 5'-4' WON 1' -3' OV! 31ANGS ON EACH SDI. 4. 10' MX S(A.LNG CENTER SPAN IS G'-G' WITH 1'-9' OVERHANGS ON EACH SIDE. 5. 12' WDC SULTANS CANTER SPAN k! 7-0' WITH 2'-4' OVERt1ANGS ON EACH 50f. G. FOR 14' WIDE OULDNGS. USC rout Saws WRH A MAMM CENTER SPAN or 7'-O• AND A MAX111.11 OVL1tHANG 01' 2'-o' ON EACH £4'f. 00,; PRAMINLO PlyNANe) N.T.S. 2 -0' s TYP. 5EC VARIOUS ['Tip WALL SCC1IONS FOR VERTICAL WALL STUD LOCATION 2•x4'F.T. rSOLE run 1 �LE T EACH UNIT r GT LROP1 >T Slb1NG PQ u { TO.ulT 1, UWE LAWN 5TORAGf BULDNG SCALE. 1/4' 1' -0" 20 GUAOE GALV. RAFTFJ! TIE wrni (3) 10d C0441.4ON NAILS EACH END OF STRAP .20 GAGE GALVANIZED STEEL W11H (4) - Oct COMMON NAILS ON JOISTS AND MAIN BEAM , USE FOR AU. FLOOR JOIST/ SKID CONNECTIONS •RIGHT AND LEFT CUP FOR CONNP FLOOR JOISTS TO MAIN BEAM HURRICANE CLIPS NTS int.rnooR .4Nr, #R©. TI N.T.S. • . •1 NOTE: USED ON EVERY WAIL STUD TO CONNECT WALL TO ROOF AND WALL TO FLOOR AT END WALLS • • • corravous OVER 2 VANS Mt AM PAL FOR ROOFING AND) WING NT s 4' SN?4G 4G DOOR °FE NG 4' TO 50'-O• f e C i 2) SCL VAR,OUS ENO WALL SECTIONS *TTT1 DOORS AND GARAGE DOORS f CR 5110 CL,L WALL 5113) LOCATION t1 OT Tb 1C 4oI 12' 20 WAGE GALV. STEEL. RAFTER TIE WITH (S) NOTE 1Od CONOON NAILS EACH ENO OF STRAP ]1r USED ON EVERY WALL ST+JD TO CONNECT WALL TO FLOOR TYF'1CAL EACH SIDE WALL /2 DATE PLAN NUMBER APPROVED BY GENERAL N CB rE 5 L THESE FLANS in N DOMPUAtia WITTI nit 1 ED111011 Of THE STAt'ARD DLUt4G COOE. SEC1tON 1205 FCA WO ■ttOCIlt Of 110 1011. 2. MAXt'th STORAGE LNE LOADS• FLOOR - 50 P.SI. Roof - 20 P.bt. 3. ALL LL.TUR TO DE SOUTHERN FTC NO. 2 6l.RlACCD AT MAI MMtt 1 M.C. moot AC/I ERS SHALL DC rRESSURL MATED. 4. PLYWOOD FLOOR 10 DC 5/6' CO 3/4' INCA SOUTHERN it. EXPOSURE 1. APA RATIO 31L.I.D -1 -FLOOR PANELS. PLYWOOD IS CON4EGtW WITH as NAL6 AT G' 0.0. AT EDGED AND 12' O.D. N TIC FEED. 5. ALL SONG AW ROOftIG PANCL6 TO DE 3003 -910 ALL *t41 ALLOY 0.011' THICINNESS MID SHALL DE CCNTECTED TO THE SHED rRAft4G WITH A MMtIf'1 IFS x 3/4' GALVAMZED SCREW WITH A Mt ry » 33 KIN. SFACt40 SCREWS As rouCRS G. ROOF AND ROOF/WALL CO tCCTION6 WALL HAVE ON r4Cii DOE 20 GLACE GALVANICD 51M. TTZUS6 PLATES DT I1TtX PLC. MODEL NO. P 3X5?1 -20. OR SNILAR At7ROVED EQUAL. 7. PLOGt AND ROOF TIES AND HLAt10CANC CU'S ARL WWXACTLRED OY 'Si1JTNEASiETW METALS I'1ANUFACTL040 GO. NG.' MODEL NO.'S RTP206'1F. R1r206127 A;;v HUM 1 MANU'ACT RNG. t'G MODEL Mo.'s *11020 AND MCRIi. a. MUR1t1CANE GAPS CAN X USED N PLACE Of ROOf t1• Al 04DWALL ROOf C04120110145 0. GARAGE D006 OPt1464G 6 Aft 5'x0'A'x0'.7'xG'.13'xG'.9'0'. AND i'x7'. GARAGE DOORS SNAIL DL LOCATED N ET1DWA LS. 10. SWNW'IG ENTRY DOOR OPXT114G5 VART N 52E FROM J'x'' 10 6'4'. DOORS SHALL DE LOCATED t4 513E AND 011WA LD. 11. 1'0' 151AGl4G SHAIl DC A MMttti Or G4' ADOVC fLOOR ON WALLS .14) A MAXIMUM Of G9' O C. TMERLArnR. 12. %WOWS. DOORS 4.HD LOUIS 10 COMPLY WITH CHAPTER 30 Of THE SUIJTri mow* DUt:t4G CODE. 13. C1.1G111CAL 15 QPT1014AL ELIOT/DCAL f1XTUZ5 WAY VARY rUR PLAN AND PEIt GLEN16 ICED. ALL ELtGTRe.u.1 WRNO 10 0C #12 *1111 GROL.MO N EMT CONCUT OR 612 W111 GROLNO ROMiX. ALL f0aLRES TO DE Ul. own AND APPROVED. MAX. WATTAGE FTX ELEGTRICAL RUN NOT TO EXCEED 1420 WATTS (20 A-r CRCUT). ALL ELECTRICAL WORK TO DE t4 ACCORDANCE WITH THE 1991 NEC. 95' SOtIG• G' O.G.AT ALL SL.r?ORT MEYOERS. 111LIDOR AND END, 12' o.G. AT 601TO$ ROOF 1' OA. AT ALL SL??ORT hV'DERS. 14121 AND END. SOX LAP FAST0414O NOT ItECILVIED !XGET'T AT SUPPORT htT`CQtS MID COTTON EDGE. aITr INSTALLED ITEMS 1. FOUNDATION AND CONNECTION Of UNIT TO SITE 2. ELECTRICAL CONNECTIONS FROM SITE POWER 5OURCE TO UNIT. CIF ELECTRICAL IS PROVIDED IN LW) cart REVISIONS TED'S SHED, INC. 10311 t3G111TA BfAGN ROA, 13041TA 9PRRING9, FLOR 1 A 33 8 Por i 1-600-111-0666 ,-. MASTER PLANS STANDARD TYPE MID i'LOOii AND FRAME DETAILS BY DATE DATE: 3 -13-98 SCALE: AS SHOWN CRAMN BY: 151 PROJ. N0. DRAWING NO. SHEET 1 OF 2 SCALE AS SHOWN DRAMNO NO. DRAWL BY: TS SHEET 2 OF 2 MASTER PLANS STANDARD TYPE 3HEM IND TAIL SECTIONS DATE: 3 -15-96 I PROD. NO, 3xV TRUSS RATE ON 60TH DIDE6 crn) COLLAR rr 6CftEDR lE FOIL ALL usTS am. worm 11 CK) 4• 0 �• 0 0' G' H!1 to' 10• t i2' LA' Mt 1S• Rii 1•x9' 20 WAGE MS MR) OR UR OPT. HRICANE CUPS NOTES IF A 3' DOOR I9 USED. ?MAN DOOR 2 x 4'S ARE TOWARD CENTER Or DIM AS DOOR W1DtN'S, K1 ITV DOOR 2x4'8 MOVE TO ttDWG. TLR Or DG. STUD Sf" AG14G NOT TO EXCEED 24 O.G. x 3 Y TRUSS PLATE 50 or DOTH ES (TYP) 3x MSS SS PLATE ON 60111 WES CM), 3•x5• TRUSS RATE ON DOTM 6GES (TIT) 2x4• COLLAR re S,CT1QN ThRU 14' GLADE 20 GDE TIES CM) OR OPT. HIPIX. NE CLIP S 1•x9 20 WAGE TC5 (TYP) oR tlI OPT. HUCANE CUPS NOTE. 511/0 SPACING NOT TO EXCEED 24 O.C. 3•k5• TRUSS PLATE ON DOTH SCE S crrP) 1x9' 20 WAGE T[5 (Tyr) cot Ott HURRICANE 0- CUPS 2 ifi I WO' TRUSS RATE M ON 150111 SCE6 C) 3x5 1 U55 PLATE ON 80N Sc E S (TrP) NOTG r A 3' DOOR I5 USED. 'MAN DOOR 2 x 4'8 ARE TOWARD CENTER Of BLDG. AS DOOR WIDENS. THt DOOR 2x4'5 MOVE TO rER1•tTER Of DLDG. SILO SPACt1G NOT TO EXCEED 24' O.C. 10' ENp.�YYAL NTS PQPOOR 1x9 20 CAJAACt TES CM) OR OPT. HURRICANE curs MOTE. If' A 3' DOOR IS USED. THAN DOOR 2 x 4'5 4S1 TOWARD CENTER Or BLDG. AS DOOR WIDENS. K T1tE DOOR 2x4'9 MOVE TO RMCTER Or SIM STUD 5f'ACNG NOT TO EXCEED 24' 0.C. 1•x9' 20 WAGE TES CTYP) OR OPT. HIAtRIC.ML GIPS NOTE: STUD SPACNG NOT TO EXCEED 24' O.C. 3•x5• TRUSS run ON D0111 Si�E S CM) 1'xT 20 GUAGL TES CM) OR OPT. HUMANE CAPS 3x3' TRUES PLATE ON 60TH NOES CM) II. 20•. 11 . ' END WA . WLTIt W1tiQ 3'x1' TRUSS RATE oN DOTH ICES (TYr),— NOTES STUD SPACING NOT TO EXCEED 24' O.G. .8' END WALL Wl t WIND NOM STUD SPAGNG NOT TO EXCEED 24' 0.0. 1'x9" 20 U.iAC.t .TES art) oR OM I . O HURRICANE GU'S _ - -1x4' D RAGE TYPICAL I E1.i 1 G JMER,./, INC. 10311 BONITA BEACH ROAD BONITA &F'6, FLORIDA 33959 P14 .I -e0 - '111.0086 LISTING AGENCY APPROVAL THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION COOES AND ADHERE TO THE FOU.OWING CRITERIA: OONST. `OBE. VI LAWN STORAGE ALLOWABLE OF FLOORS 1 WIND VELOaTY 110 M.P.H. FIRE RATING OF EXTERIOR WALLS 0 PLAN NO. 273-001 ALLOWABLE FLOOR LOAD 30 P.S,r. APPROVAL DATE MANUFACTURER 5 51W