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HomeMy WebLinkAboutINSTALLATION GUIDE SINGLE - DOUBLE WINDOW SHEDSt SETUP AND INSTALLATION OF SINGLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEUULE 4U PVC TO ALLUW I-UX 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 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. 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'-6" 10'-0" 200 3'-6" 8'-0- 160 6'-0" 120 TABLE 2 SKID RUNNER SPACING* SHED WIDTH X1 X2' X3 6'-4" - 10'-0" 1'-7" 6'-10" - 8'-0" 0'-9" 6'-6" - 6'-0" 0'-10" 51" - *VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4%4" SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SETS OF SKIDS. SETUP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION F THE UUUtJLL WIDEIS 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). 7_ __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)1"x4j" 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 s 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 GRADE. TABLE 3A PAD TYPES TYPE PAD DIMENSIONS MAX. LOAD* MATERIAL I 2"x8"x16" 1778LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX II 4"x8"x16" 3500LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX III 16"x16" 3950LBS ABS PLASTIC PADS IV 8"x8"x16" 1900LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX • BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICPL) NOTES 1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING. 2. ABS PADS REQUIRED ON 1 V-8" AND IN-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 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, II, III, OR IV 1879LB I, II, III, OR IV 11'-8" SW/DW 6.00/480 0" TO 6" 6'-0" 2558LB I, II, III, OR IV 2558LB I, II, III, OR IV SW/DW 5.00/400 0" TO 6" 6'-0" 2400LB I, II, III, OR IV 240OL6 I, II, III, OR IV SW 4.00/320 0" TO 6" 6'-0" 2029L6 I, II, III, OR IV 2133LB I, II, III, OR IV SW 3.00/240 0" TO 6" V-0" 1658LB I, II, III, OR IV 1866LB I, II, III, OR IV • LOAD WIDTH OF UPLIFT ON RUNNER NOTES 1. PAD SPACING IS END TO CENTER OF PAD. 2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER. 3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 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. .THESE CAN BE EXTENDED WITH THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED PORTIONS OF SHEDS ON LEVELING BLOCKS. TABLE 4A , 30" AUGER ANCHOR SPACING - SINGLE WIDE SHED WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** 6.00 208 0'-0" TO 3'-0" 10'-0" 10'-O" 5.00 174 0'-0" TO 3'-0" 10'-0" 8'-0" 4.00 138 0'-0" TO 3'-T 10'-0" 6'-0" 3.00 104 0'-0" TO S-O" 10'-0" TABLE B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** 20'-0" 1 10.00 400 1 0'-0" TO 3'-0" 5'-0" - LOAD WIDTH OF UPLIFT ON RUNNER •• LOCATION FROM END WALL OF AUGER ANCHOR ••• MAXIMUM SPACING BETWEEN ANCHORS NOTES 1. ANCHOR 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 E WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN EXISTING BUILDING; INCH ANC IRS CAN BE PLACED ON THE END WALLS AS CLOSE TO THE SIDE AS POS Rz Cup� --,]FILE 2"x2" GALVANIZED WASHER WITH 1/2" NUT 1/2" THREADED ROD (69 J 2"x2" GALVANIZED WASHER �. WITH 1/2" NUT : ,?�as� r.•_c.�.r- � 1/2" OPTIONAL FOR "HIGH SET" J= CJ O NOTCH OR COUNTERSINK BOLT THRU 2"x4" BOTTOM PLATE THREADED ROD OPTIONAL FOR "HIGH SET" ,i ': EYES BOLTED TOGETHER WITH 1/2"x2" BOLT &NUT WITH (2)2"x2" GALVANIZED WASHERS SHEAR CAPACITY) 1/2" COUPLER Cl 0 -� �J k/ 2"x4" BOTTOM PLATE NAILED P.T. BASE 1 /2" COUPLER _= ' d-^ - 1/2"x12" FORGED EYEBOLT----- gyp (2.OGOLB _: i �` 4" SUN. " - ^ n - �� Q J���C`Q1/2•, �THR " RETE CHOR INTOCSLAB P.T. BOTTOM PLATE-1- TO 2"x6" Q__ 4" MIN. . GRADE - ° �'���LE 1 FOR SPACING) EYES BOLTED TOGETHER WITH 1/2- III- OR IV PAD WITH BOLT & NUT WITH (2)2"x2" GALVANIZED �.�' WASHERS (2.000LB SHEAR CAPACITY) BLOCKING'AS• REQUIRED (SEE TABLE 3). 1/2"x3" (400 LB.) CONCRETE WEDGE ANCHOR SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH CUP OR EQUAL LOCAL CODES AND JURISDICTION �/ Q-' Q' = Q p- �/ �J � CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION / 30" EARTH AUGER ANCHOR.-- -"-' (SEE TABLE 1 FOR SPACING) � Q �~ TABLE 4 FOR SPADING) ,.,_ 'NO (SEE SHED hcH ap SHED WITH SKID SHED WITH FLOOR' OPTION _S T�OPADBLOCKING ANCHORED TO CONCRETE ANCHORED TO CONCRETE TIE -DOWN DETAILS CODE VERSION I FBC 2017 6th EdR'o . ASCE-7 MANUFACTURER SUPERIOR SHEDS CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES '1 BASIC WIND SPEED Vr-200mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD - 1OPSF ROOF LIVE LOAD - 2OPSF OR 3001be _ FLOOR DEAD LOAD BPSF FLOOR LIVE LOAD STD. 76PSF - 125PSF OPT. "R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE LESS THAN 720 SOFT. DATE I BY V) - MTB p Date: LJJ 4/26/16 Scale: (n N/A odel W ALL 0 GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE -GOVERNED BY LOCAL JURISDICTION. W 2. THIS BUILDING IS EXEMPT FROM THE FBC J ENERGY CONSERVATION CODE PER SECTION 1015.22. m 3. REFER TO TIE -DOWN DETAILS FOR PROPER :D INSTALLATION REQUIREMENTS TO .MEET CODE. O 0 Ld CD z LLJ I' 0 6/1 /18 Q J - J Q -Matthew T Bald tiTiln�Pte -�-6' 608 Sheet: AD- 1 OF 1 (n z 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 LINE, ETC. 2. ONCE UNITI.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 THRU THE 2"x4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL 1/2" THREADED ROD (FOR A "HIGH SFT") IS SFCIIRFD THRI I THE HOI F 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 2D'-O" 400 3'-6" 13'-8" 280 S-6" 240 3•-6" 200 3'-6" 8'-0" 160 3_g^ 6'-0" 120 3'-6" TABLE 2 SKID RUNNER SPACING* SHED WIDTH X1 X2 X3 13'-8" 1'-1q. 1'-104" V-1q" 11'-8" 2'-8" 6'-4" - 10'-0" V-7" 6'-10" - 8'-0" 0'-9" 6'-6" - 6'-0" 0'-10" 51" - *VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4•x4" SKIDS ONLY. 13•-8" WIDE SHEDS HAVE (4) SETS OF SKIDS. 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. 2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE _ _BUILDING IS LEVEL,_B_LOCKS ARE ADDED TO ACHIEVE THE COR_ RECT 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"'x44" 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). �s-PRGP-ER� RI n(`KEDAND-BULTED-TOGETHER. THE SUPPORT BRACINjG- 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 I 2"x8"x16" 1778LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX II 4"xB"x16" 3500LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX III 16"xt6" 3950LBS ABS PLASTIC PADS IV 8"x8"x16" 1900LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX • BASED ON 2000PSF SOIL BEARING 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 11'-6" AND 13'-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 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 1, II, III, OR IV 1879LB I, II, III, OR IV 11'-8" SW/DW 6.00/480 0" TO 5" 6'-0" 2558LB I, II, III, OR IV 2558LB I, II, III, OR IV 10'-0" SW/DW 5.00/400 0" TO 6" 6'-0" 2400LB I, II, III, OR IV 2400LB I, II, III, OR IV 8'-0" SW 4.00/320 0" TO 6" 6'-0" 2029LB I, II, III, OR IV 2133LB I, II, III, OR IV 6'-0" SW 3.00/240 0" TO 6" 6'-0" 1658LB I, II, III, OR IV 1866LB I, II, III, OR IV * LOAD WIDTH OF UPLIFT ON RUNNER NOTES 1_ PAD SPACING IS END TO CENTER OF PAD. 2. PADS OTHER THAN END 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 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* I UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** � 243��`0` O"T0 6.00 208 0,-0" TO S-0" 10'-0" 10'-0" 5.00 174 V-0" TO S-O" 10'-0" 8'-0" 4.00 138 0'-0" TO S-0" 10'-0" 6'-0" 3.00 104 0'-O" TO S-0" 10'-0" 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--0" 5'-0" * LOAD WIDTH OF UPUFT ON RUNNER •• LOCATION FROM END WALL OF AUGER ANCHOR •*• MAXIMUM SPACING BETWEEN ANCHORS NOTES 1. ANCHOR 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 END WALLS AS CLOSE TO THE SIDE AS POSSIBLE. I CODE VERSION I FBC 2017 Gth Edlioe ASCE-7 II BUILDING TYPE W&DENPAL LAWN STORAGE CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vm 180mph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT I +/- 0_18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 2OPSF OR 30015a FLOOR DEAD LOAD SPSF FLOOR LIVE LOAD STD. 75PSF - 125PSF OPT. RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE LESS Trm 72o so.FY. 2"x2" GALVANIZED WASHER 2"x2" GALVANIZED WASHER WITH 1/2- NUT 1/2" THREADED ROD WITH 1/2" NUT t'y OPTIONAL FOR "HIGH SET" NOTCH OR COUNTERSINK BOLT " 1 2THREADED ROD -y / EYES BOLTED TOGETHER WITH 1/2"x2" THRU 2"x4" BOTTOM PLATE OPTIONAL FOR "HIGH SET" BOLT & NUT WITH (2)2"x2" GALVANIZED 1/2" COUPLER 2%4" BOTTOM PLATE NAILED 1/2" COUPLER n WASHERS (2.000LB SHEAR CAPACITY) _ 1/ 00 LB.) CONCRETE 4ANCHOR TO 2"x6" P.T. BASE MIN. 1 2"x12" FORGED EYEBOLT lu y �'t psi /gE - 4 MIN. o e - .e WEDGE INTO SLAB THRU 2"x4" P.T. BOTTOM PLATE _____ __ 4" P - (SEE TABLE 1 FOR SPACING) -- ------ ` ------ EYES BOLTED TOGETHER WITH 1/2'x2 TYPE I, II;-`111;�0 P,4D WITH BOLT & NUT WITH (2)2"x2" GALVANIZED - -I-+4s WASHERS ITY �, BlOEKWG AS REQU ED (SEE TABLE 3). ( 2.000LB SHEAR CAPAC ) 1/2"x3" (400 LB.) CONCRETE WEDGE ANCHOR SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH CUP OR EQUAL LOCAL CODES AND JURISDICTION CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION 30" EARTH AUGER ANC OR '� I (SEE TABLE 1 FOR SPACING) (SEE TABLE 4 FOR SPACING) HED v�%IfTIE1 SK+I'© SHED WITH SKID SHED WITH 'NO FLOOR' OPTION /Tb PAD�O;R BLO. ING ANCHORED TO CONCRETE ANCHORED TO CONCRETE TIE -DOWN DETAILS cn 0 W W 0 W m O 0 M W _1 CD z_ W 0 CD REVISIONS DESCRIPTON 6 GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. 2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION -1015.22. 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. '�� •••��CEN •F •• •. lZ�i STAT OI i x, ID •., F i��' 1 &/ONA` /IIII11I'D 0 Sheet: An-1 nF y 24 2.4 SO FLOOR PSI APPROVAL 2018-01-18 END WAtt TRUSS DESIGN PRESSURES ROOF +27 -29.2 2"x4" TRUSS ® 24' O.C. MAX. Side Wall Header Schedule (180C) i=_no watt I'teaaer scneauie itsu� S¢e{d} Max. Span NJ{b} Fasteners w/o strap Building Width 1 -1 (each end){cj rze p o 'W11 e rap 4 3'x 0.131' nails Max. Span NJ{b} (each end 2-29c4"(c) 9101, 0{d} 6-3'x 0.131' nails MAX 1 4'x4" X. 0 3 - 3" x 0.131" nails a. Tabulated Values are for I, 2 grade Spnice-Pine-Fir lumber. 4'x4" w2 k4" 8'-0 1 6 - 3" x 0.131" nails b. NJ -Number ofjack studs required to support each end. c. Laid flat a. Tabulated values are for No. 2 grade Space -Pine -Fir lumber. _ _ _ _ d. No-.mckstuds,-but-2x6studsJaid_fin1 b. NJ - Number ofjack studs required to support each end. c. Window header for window openings that have more than 500,E combined stud wall above and below, otherwise Use door header schedule. 1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. d. See header details for alternate layouts, i.e. 2-2"x4" or 4"X4" P.T. Y. SEE HEADER SCHEDULE FOR ADDmONAL INITIAATION. 3. WINDOW HEADERS HAVE COMBINED 6Ox OR ORE WALL FRAMING ABOVE e. The header can be attached to the top plate and thus have the combined strength AND BEL0*. OTHERWISE REFER TO DOOR HEADERS. equivalent and use the maximum span stated. WALL STUDS 11 SINGLE 2'.4- SHEATSHEATORHING HEADER II I (2) 2.4WTIH 1/2' PLYWOOD I II OR OSS FILER OR (1)4-.4- 2.4' 4•.q I I I 12112' OR 16'x4' BETWEEN WALL STUD&. VENT IS SECUfRED TO S14FATHING AS PER 12" MAX. MANOFACNReRS INSRRUMONS HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & 4"x4" W/2"x4" OPTIO AL & DOORS DOOR 6' WIDE OR LESS ROOF FRAMING PLAN III= OR ALPINE 2'aa567 OR EoUAL /. ELEVATION CROSS—SECTION TYPICAL ARCH FRAME END ELEVATION WITHOUT DOOR 3• MNL 2.4 srU Z.4 BLOCKING 24' O.C. END Wt4Es g 2.4 sou: PLATE k�l =:PRIES W-0' TO 13'-B' END ELEVATION 4'.4' P.T. ATTACHED WITH H24 OR EQUIVALENT. SEE WITH DOOR TABLE 2 FOR QUANTITY AND END ELEVATION WITH GARAGE DOOR (ONLY ON ENDWALL) G.F.I. ®+ OUTLET N NOTES -OPTIONAL ELECTRIC -ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE. -ENCASE IN ALL METAL BOXES. SOURCE L " WIRING DIAGRAM (OPTIONAL) FLOOR FRAMING PLAN 611tG�.tkG�C� . COL'1E uE`✓!L`Y:' 7s3 s=:� sirs•.:. 17ri.rria, fiari•?4:1.7.34 Plans Review: Victor C. Martin, PE FL PE R82379, LA PE 042017 LSUCCC #U02436, TN PE 0220939 1�0 1<, ... H.YE c4r s.� .�� TYP. O 16' O.C. [G PLYBPARD ED WBH NITTYSEE MD ..... ............ ..............:..... CODE VERSION MAINU BUILDING TYPE F CONSTRUCTION TYPE 1 FIRE PROTECTION t FIRE SUPPRESSION SYSTEM 1 OCCUPANCY ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED A EXPOSURE ' ENCLOSURE E INTERNAL PRESSURE COEFFICIENT +/- 0.1a IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD IOPSF ROOF LIVE LOAD 3OPSF OR 30011, POINT LOAD FLOOR DEAD LOAD IOPSF FLOOR LIVE LOAD STD. 75PSF - 126PSF OPT. 'R' RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SO.FT. OR LESS REVISIONS R77F DESCRIPTON I DATE LL1 ,nn„ Y. KATB Z Date: J Z 12/12/17 0 sGGle: 1-- N/A M LLJ Odel Z V) SS-B-160CR1 a1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE w GOVERNED BY LOCAL JURISDICTION. 2 THIS BUILDING Is EXEMPT FROM THE FBC ENERGY CONSERVATION tJ_I J CODE PER SECTION lomz2. a 3. REFER TO RE -DOWN DETAILS FOR PROPER INSTALLATION Q REOUIREMENTs 70 MEET CODE 4. ALL STUDS. RAFTERS, TRUSSES, ErC. ARE 2.4 12 SPF, EXCEPT O As NOTED. (� 5. STRUCTURES OVER 400 SO. FT. WILL WAVE AN BO' MINIMUM DOOR LLI S. GUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL Ld (i CODES. Q 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS ViLL " As PER �FLORIDA veBa�rti� oc0o uT .enWiun ena�,rninei UrU— z ``\\\+�IIITIrrrr���� Q�`. ................ \\C ENSE- Lu ' (n _ �41 -': STATE ?4,j .c�' OF •. • IcL 0 RID 0 '' / O N A L•— Q �rrll 1111\ f lr MattheW T. BOIdWin P.E. z Florida License #64608 m Sheet: S S B —1 OF 1