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Home My WebLink AboutPLAN1,5" \ 16GA PURLIN 2"x3" - 14 GA. RECTANGLE FRAME #14 X 1-1/4" TEK SCREW SCREWED TO INSERT #14 X 1-14" TEK SCREW 12" 1 .75" X 2.75" INSERT OPTIONAL STEEL SIDING WELDED TO BASE RAIL OR EQUAL �2 - 2"X3"-14 GA. RECTANGLE BASE 5,0 INSERT 1 /8 2 W/ 1 /2" X 8" WEDGE ANCHOR AND 2" X 3" TUBE SECURED TO LEGS 1/8 MANUFACTOR ABOVE DOOR W/ 2" X 2" ANGLE SUPPLIED WASHER 2" X 3" TUBE FOR LEGS SPACED - 3' 4" +/ FASTENED TO LEGS W/(2) #14 X 3/4° USE (1)'VVITHIN 10" OF EA. COLUMNS & OC OR CLOSER (TYP) TEK SCREWS PER FACE PULLODUTT STRENGTH = 7,450 LBS, 5" SHEA STRENGTH = 12,200 LBS �E)KSCREWS 1 /4 END WALL ANGLE BRACKET10 M - p . WOOD DOOR FRAME --- 2" X 3" ROOF RAILING 6"xb" REINFORCING WIRE MESH OP SECURED BY#14-1-1/4"SELF ROOF PURLIN (HAT CHANNEL) TYP 45° OR FIBER REINFORCEMENT TAPPING HEX HEAD SCREWS 2-#5 12" 1.75" X 2.75" INSERT WELDED TO BASE RAIL 2"x3" - 14 GA. RECTANGLE FRAME SCREWED TO INSERT OPTIONAL STEEL SIDING OR EQUAL. 1/8 1/8 INSERT 2"x3"-14 GA, RECTANGLE BASE 3/8" BOLT AND 1 /2" OR LARGER WASHERS COMPACTED DIRT p, UNDER BASERAIL _----- TIE -DOWN ANCHORS "ANCHOR-SUR" #36SHE34 _ + AT 9" O.C. AT EACH FRAME MIN, 30" LONG AT 5' O.C. (MAX.) HOLDING POWER IN NOR S LAP SCREWS #14-1-1/4" AT 9" O.C. NTS CONT, ( MAL OIL # 12 X 2" TEK SCREW o 12" 2,000 LBS. EACH) (AT EACH COLUMN) TENSILE STRENGTH - 3 850 BS FLAT HEAD (TYP) " - L SHEAR STRENGTH = 2,575 LBS, 4" MIN, CONC. SLAB (3000 P.S.I.) INSERT SHOP WELDED °' _ (ALTERNATE: NO REINFORCING WIRE MESH.) RECTANGULAR TUBING 2" X 3" TUBE SECURED TO HEADER AND TO BASE RAIL 7 BOTTOM RAILING W/ 2" X 2" ANGLE FASTENED TO LEGS W/(2) # 14 X 3/4" 1/8 FASTEN POST TO INSERT TEK SCREWS PER FACE ALL JOINTS 1/8 W/ (2) #12 14 TEK SCREWS `a 1/8 2" X 3" TUBING WELDED BASE RAIL CONC FOUNDATION 6" 6" 7- BOTTOM RAIL TO REMAIN A ` TYP. FRAMING DETAIL END WALL NTS NOTE; ALL BRACKETS ARE 14 GAUGEAr x DOOR INSTALLATION DETAIL FASTEN TO FRAME W/HEX HEAD SCREWS #14 SELF TAPPING TEK SCREWS NTS TENSILE STRENGTH = 3,850 LBS Y SHEAR STRENGTH = 2,575 LBS rY d , 2" X 3" TUBE FOR LEGS 5 5' OC OR CLOSER (TYP) 2" X 3" TUBE SECURED TO LE ABOVE WINDOW W/ 2" X 2" A. FASTENED TO LEGS W/(2) #14 x TEK SCREWS PER FACE N # 12 X 2" TEK SCREW ' FLAT HEAD (TYP) rR FILL ALL MANF, PRE -DRILLED J` z; HOLES O REAR OF LOUVER COVERED W/ AFTER WINDOW INSTALLATION METAL SIDING WIRE MESH BUG SCREEN T a AND "J" CHANNEL WILL BE ADDED TO MAKE WEATHER TIGHT FASTEN W/ (1) #12 X 2"� PAN HEAD SCREW PER CORNER (TYP) �5 � Y•-:i'x#e 1L"s.i- CODE REQUIREMENT 1 IN' PER FT' OF ENCLOSED BUILDING TOTAL ENCLOSED BUILDING = 600 FT' EQUIVALENT FLOOD OPENING = 192 IN' EACH (25% REDUCTION DUE TO FINS) = 144 IN' EACH 4 TOTAL PROVIDED (5)= 720 IN' '1 x �r FLOOD OPENING DETAIL (ONLY USED WHEN FINISH FLOOR IS BELOW BFE) NTS x SECTION SECURED WITH HEX HEAD SCREW, #12/14 X 3/4" SELF DRILLING & TAPPING FOR ALL FRAMING. TENSILE STRENGTH = 3,850 LBS SHEAR STRENGTH = 2,575 LBS `L 2"x3"x20' LONG, (EXPANDABLE AT 4' INCREMENTS) 14 GA. STEEL WITH 1-3/4"x2-3/4"xl 2" BALL STANCHIONS WELDED AT 5' O.C. MAX. YIELD 50,000 P.S.I. TENSILE 55,000 P.S.I. SOFFFT/ �J 70' (MAXI) x 50' (MAXI) MODEL (ALL FRAMING SHALL BE 2"x3" RECTANGULAR TUBING) (NOTE; WHEN OVER 26IN WIDTH USE COLLAR TIE DE1 I 12" INSERT WELDED 1 /3 DISTANCE-)�� DISTANCE 1 /3 DISTANCE TO FRAME TYPICAL TRUSS STYLE (SPANS OVER 301) NTS NOTE; SEE SECTION A -A FOR ANCHORING DETAILS (NOTE: ALL FRAMING SHALL BE 2"x3" RECTANGULAR TUBING) 5'0"� 2" X 3" TUBE SECURED TO HEADER AND BOTTOM RAILING W/ 2" X 2" ANGLE FASTENED TO LEGS W/(2) #14 X 3/4" TEK SCREWS PER FACE \ 1 11 A IT /\\ 9 f I 1 ^T A 1 1 A TI A• 1 A 11 16 GA. ROOF PURLIN (TYP-) s �= 1.., �- INSERT IN MIDDROOF TRUSS OLE SECTION WELDED xa ROOF PITCH VARIES 1/12 TO 3/12 SIDE PURLINS ONLY USED WHEN SIDING IS VERTICALLY INSTALLED PURLINS EVERY 60" MAX, ROOF AND SIDES 2"X3" 14 GA VERT COLUMN SPACED EVENLY INSTALL OVER 1,75"X2.75" X 12" 14GA GALV TUBING POST SLEEVE VARIATIONS OF SECTION A -A NTS 2"x3" RECTANGULAR TUBING SECURE RAFTER LEG TO HEADER W/ 14GA ANGLE FASTEN W/ (4) #14 X 1-1/4" SCREWS ROOF (29 GA.) 11 11 ADD 2" X 3" JACK TO SIDE OF COLUMN LEGS FACTORY TRUSS FASTEN HE,-- r-RAME FOR HEADER SUPPORT z HEADER FASTEN W/ #14 - 1-1/4" TEk o W/ (2) #1(TYP) X1-1/4" SCREWS SCREWS STARTING 6" FROM BUi IvM Lu PER SIDE AND THEN 12" OC (TYP) W c COMPONENTS AND CLADDING e =C, c i=0.00 (open)] PRESSURE PSF VELOCITY ZONE ULTIMATE ROOF WALLS 140 MPH -17A -26,1 -43.4 +17.5 -21 3 +17.0 -20,8 150 MPH -19.9 -29.9 -49,9 +20 1 -24A +19.5 2318 '27.1 160 MPH 1 -22.7 -34.0 -56 7 +22.6 -27.8 +22.2 COMPONENTS AND CLADDING e =C, c i=+/-0.18 Enclosed PRESSURE PSF VELOCITY ZONE ULTIMATE ROOF WALLS 140 MPH -21.3 -30,0 -47 4 +21.4 -25.2 +20.9 -24.7 150 MPH -24.4 -34.4 -54A +24.5 -28.9 +240 -28.3 160 MPH -27.8 -39.2 -61.9 +27.9 -32.9 +27.3 -32.2 COMPONENTS AND CLADDING e =C, cjcpi=+/-0.55 Partial) Enclosed PRESSURE PSF VELOCITY ZONE ULTIMATE ROOF WALLS 140 MPH -29.3 -38.0 -55.4 +29,4 33.2 +28.4 32J 150 MPH -33.7 -43.6 -63.6 +33.8 -38,1 +33.2 -37.6 160 MPH -38.3 -49,7 -72.4 +38.4 -43A +37,8 42.7 og - Q z 8'-1 & (VARIES) > O OPTIONAL GARAGE DOOR -------------- 5' 0" (MAX.) S-0" (MAX.) 5'-0" (MAX,) S-0" (MAX.) - 5'-0" (MAX.) 5'-0" (MAX.) S-0" (MAX.) 701-O" (MAX,) SIDE ELEVATION W/OPTIONAL GARAGE DOOR NTS NOTE; SEE SECTION A -A FOR ANCHORING DETAILS 40' (NOTE; ALL FRAMING SHALL BE 21'x3" RECTANGULAR TUBING) 40' X 60' X 15' METAL BUILDING 3/12 PITCH 5' OC COLUMNS CONC FOUNDATION 26 GAUGE ROOF AND SIDING VERT METAL ROOF 160 MPH ULT 3068 MAN DOOR 12'X 12' ROLL UP DOOR V SITE SPECIFIC DESIGN PLAN NTS (NOTE; SEE SECTION A -A FOR ANCHORING DETAILS) WELDING TABLE /8 FILLET 1/8 1/8 SQUARE 1/8 BUTT �-- GROUND ANCHOR TYPICAL / 5' O.C. MAX,) ONLY IF REQUIRED 1 USED ON NON- CONC FOOTINGS) T COLUMN ACED EVENLY INSTALL OVER 1 .75"X2.75" X 12" 14GA GALV TUBING POST SLEEVE BASE RAIL 2"x3"x20' LONG, (EXPANDABLE AT 4INCREMENTS) 14 GA, STEEL WITH 1-3/4"x2-3/4"xl 2" BALL STANCHION PERIMETER WELDED AT & O.C. MAX, 1/8 YIELD 50,000 P.S.I. 1/8 �, TENSILE 55,000 P,S.I, WELDED PERIMETER HEX HEAD SCREW #14X1-1/4" TEK SCREWS FOR ALL FRAMING TENSILE STRENGTH = 3,850 LBS, SHEAR STRENGTH = 2,575 LBS. w, BOTTOM RAIL CONNECTION (TYP) NTS GENERRL NOTES 1 . ALL CONCRETE WORK SHALL BE 3,000 P.S.I. AT 28 DAYS. 2, MINIMUM SOIL BEARING SHALL BE ASSUMED AT 2,000 P.&F, 3. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH THE 2014 5TH EDITION FLA, BLDG, CODE AND ASCE 7-10 WIND CODES FOR AN ULTIMATE WIND SPEED OF 140 MPH AND GREATER. THESE PLANS INCLUDE DESIGN FOR ALL WIND SPEEDS UP TO AND INCLUDING 160 MPH ULTIMATE WIND SPEED. 4. Al I SIhIN(.� ANIT) RnnFINrZ Tn AAINIIMI Inn nF 00 (,01 irG Al IAUHtD IU IHE UULUMNS AS SHOWN AND CONSIDERED TO BE A MIN, OF 3 SPAN, 5. FOR ZONE LOCATIONS SEE FBC FIGURE 1609(c), THE VALUE OF "a" SHALL BE 3-01', FOR ZONE LOADING SEE COMPONENTS AND CLADDING LOADING CHARTS THIS SHEET. 6, DESIGN LOADINGS: DEAD LOAD = 4 PSF ROOF LIVE LOAD = 20 PSF WIND LOAD = PER TABLE 7. DOOR AND WINDOW DATA: PER TABLE b, ALL WINDUWS AND MAN DOORS MAY USE 1/4"X1" LONG TEK SCREWS IN LIEU OF THE WOOD SCREWS WHEN CONNECTING THE UNITS TO METAL FRAME. FOLLOW THE MANUFACTURERS SPECIFICATIONS FOR LOCATING CONNECTORS, 9. TYPE OF CONSTRUCTION TYPE II-B BUILDING CATEGORY (II) 10. CORNER BRACES REQUIRED ONLY REQUIRED WITH WIND SPEEDS GREATER THAN OR EQUAL TO 150 MPH OR AS CALLED OUT ON PLANS. 11. ALL WELDS ARE CONTINUOUS WELDS DONE AT THE FACTORY. 12, ALL STEEL BUILDING MATERIALS ARE FLOOD RESISTANT AND WILL NOT ***all figures updated as of 5/I 2/15*** BE DAMAGED BY FLOOD OR RAIN, FLORIDA PRODUCT APPROVAL CHART PRODUCT APPROVAL NUMBER MANUFACTURER DESCRIPTION FLl 1136.1 JELD-WEN PERSONNEL DOOR FL9555,2, FL9555,3, FL9555,6 UNION SHEA- 7,A SP' ROLL FL14081.1 FABRAL FL11240,1, FL11240.2 FL11238.1, FL11238.2 pALRAM FL14425.1, FL12765.1, FL12765.2, FL12765.3, FL12765.4, FL12765.5 FL12765.6, FL12765.7, FL12765.8 FL12765.9 JANUS PURLIN SCREWS #14 x 1-1 /4" AT 9' O.C. (TYP.) TENSILE STRENGTH = 3,850 LBS. SHEAR STRENGTH = 2,575 LBS. COLUMN SCREWS 1 /4"-14xl " TENSILE STRENGTH = 3,850 LBS. SHEAR STRENGTH = 2,575 LBS. ROOF PURLINS 16 GAUGE, AT 4' O.C. (MAX.) I (TYP-) RIDGE VENT 29 GA. STEEL ROOF -� TO MEET QUIRSBCCENTS CODE REQUIREMENTS _ 1-1/2" SQ. 20 GA. PURLIN (TYP.) I I HEX HEAD SCREW 4-#12-14 SELF TAPPING FOR ALL FRAMING 14GA. GALVANIZED - 2"x4" PLATE -,A. bALVANILtU 4" PLATE ;TEN TO ANGLE STEEL ALL END BRACKETS 2"x3 14 GAUGE PERFORMED STEEL YIELD 50,000 P.S.I. TENSILE 55,000 P,S,I, -- 5'-0" (MAX.) 5'-0" (MAX.) S- ' (MAX.) _ALTERNATE SECTION END WALL FRAMING NTS (NOTE; SEE SECTION A -A FOR ANCHORING DETAILS) 2"x3" RECTANGULAR, 14 GA, TUBING (TYP,) 0 14GA, GALVANIZE 2"x4" PLATE FASTEN TO ANGLE TEEL 0 9 TRUSS/WIND BRACKET CONNECTIONS NOTE; ALL BRACKETS ARE 14GA. FASTEN TO FRAME W/HEX HEAD SCREWS #14 X 1-1/4" SELF TAPPING TENSILE STRENGTH = 3,850 LBS. SHEAR STRENGTH = 2,575 LBS, 14GA BRACKET 2" X 2" NOTE: SIDING SECURED BY #14-1/4" TAPPING HEX HEAD SCREWS AT 9" O.C. AT EACH FRAME. 2"x3" TOP RAIL/FRAME (()) S $C EWS PER FACE o ***SIDING MAY BE I ASTENED WITH SEAMS HEX HEAD SCREW I o N IN EITHER VERTICAL OR HORIZONTAL DIRECTION*** (4 #14 X 1-114"TEK F�R ALL FRAMING o <if TENSILE STRENGTH = 3,850 LBS, o \ \'/ 2 �/ TOP RAIL CONNECTION (TYP) ANGLE BRACKET DETAIL NTS NTS WIND SPEED VS, LEG SPACING AND CLADDING TABLE HEX HEAD SCREW 4-#12-14 SELF TAPPING FOR ALL FRAMING 14GA. GALVANIZED - 2"x4" PLATE -,A. bALVANILtU 4" PLATE ;TEN TO ANGLE STEEL ALL END BRACKETS 2"x3 14 GAUGE PERFORMED STEEL YIELD 50,000 P.S.I. TENSILE 55,000 P,S,I, -- 5'-0" (MAX.) 5'-0" (MAX.) S- ' (MAX.) _ALTERNATE SECTION END WALL FRAMING NTS (NOTE; SEE SECTION A -A FOR ANCHORING DETAILS) 2"x3" RECTANGULAR, 14 GA, TUBING (TYP,) 0 14GA, GALVANIZE 2"x4" PLATE FASTEN TO ANGLE TEEL 0 9 TRUSS/WIND BRACKET CONNECTIONS NOTE; ALL BRACKETS ARE 14GA. FASTEN TO FRAME W/HEX HEAD SCREWS #14 X 1-1/4" SELF TAPPING TENSILE STRENGTH = 3,850 LBS. SHEAR STRENGTH = 2,575 LBS, 14GA BRACKET 2" X 2" NOTE: SIDING SECURED BY #14-1/4" TAPPING HEX HEAD SCREWS AT 9" O.C. AT EACH FRAME. 2"x3" TOP RAIL/FRAME (()) S $C EWS PER FACE o ***SIDING MAY BE I ASTENED WITH SEAMS HEX HEAD SCREW I o N IN EITHER VERTICAL OR HORIZONTAL DIRECTION*** (4 #14 X 1-114"TEK F�R ALL FRAMING o <if TENSILE STRENGTH = 3,850 LBS, o \ \'/ 2 �/ TOP RAIL CONNECTION (TYP) ANGLE BRACKET DETAIL NTS NTS WIND SPEED VS, LEG SPACING AND CLADDING TABLE DESIGN VELOCITY ULTIMATE 4' ON CENTER 5' ON CENTER 140 MPH 29 GA. 29 GA. 150 MPH 29 GA. 26 GA. 160 MPH 26 GA. 26-GA. 170 MPH 26 GA. -71 ro NEI m Im fillil W. .8140 MEN m 111 III ME �1 �I 16 GA HAT CHANNEL ROOF PURLIN -- 50 FT (MAX,) F"'ONT ELEVATION NTP (SU)PORT WITH SIDING) NCTE; SEE SECTION A -A FOR ANCHORING DETAILS (NOTE; ALL FRAMING SHALL BE 2"x3" RECTANGULAR TUBING) 18 GA. GALVANIZED 2" "U" CHANNEL FASTEN TO 2" X3" ROC RAFTER STEEL BOTH SIDES W/ (1 #14 X 1-1/4" SCREWS PER SIDE) 2"x2" "U" CHANNEL COLLAR TIE REQUIRED FOR SPANS GREATER THAN 26' PLACED 1/3 DOWN FROM PEAK o 10 50 FT (MAX.) COLLgR TIE DETAIL AND POST BRACING > �-� ST LUCIE COUNT' NTS BUILDING DIViSI; NOTE; SEf. SECTION A -A FOR ANCHORING DETAILS RwiEzr FOR CONOL CCZ (NOTE; AIL FRAMING SHALL BE 2"x3" RECTANGULAR TUBING) REVIEWED BY DATE t•10-( ROOF (29 GA.) PLANS AND PERMIT MU5 s" 6E KEP gig low m W • I o z Ir 0 z �� Q o 0.. � m Ww 0 • V EPI _z W ENGINEERED PERMITS, INC. Ljj 311 SOUTH WOODLAND BIVD. zSUITE _ DELAND, FL 32720 PHONE: 386-734.0830 FAX:386-734-8226 z DEFT NO.26298 w EMAIL: ep4epieng.net o cn z_ J O m Q 0 c.� ry Q m LLI W O w m _ r C./) TON JOB OR NO INwPECTION WILL E:E MA-E i FSE PLANS AND ALL PROPOSED WORK T ��. ARE 8111�I1F�;0 Af'r CGr,,"l l0N.8 INSPF0TORS ThAT NiAy BE NEC' 8 A;4Y IN ORDER TO '0014PLY WITH A" A,PPUCABLE CODES, 011'CFALEQ FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILR OF THE CONTRACTOR OF RECORD 5' 0" (MAX,) 5' 0" (MAX,) 5'-0" (MAX.) 5'-0" (MAX.) _- SCANNED, 70'-0" (MAX.) - SIDE ELEVATION DESIGN STATEMENT; THESE PLANS WERE DESIGNED FOLLOWING THE NTS 2014 5TH EDITION FLORIDA BUILDING CODE WITH AMENDMENTS AND ASCE 7-10.INCLUDING CHAPTER 16 ON STRUCTURAL (SUPPORT WITH SIDING) DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH AND GREATER, (3 SECOND GUST) IN NOTE; SEE SECTION A -A FOR ANCHORING DETAILS WIND EXPOSURE CATEGORY "C". THIS STRUCTURE HAS BEEN DESIGNED DDING (NOTE; ALL FRAMING SHALL BE 2"x3" RECTANGULAR TUBING) WERE DESIGNED BASED ONRISK CATEGORY 11, THE OA COMPONENTS PRESSURE.HIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE UNLESS NOTED AS OTHER, 1015112017 11:14:35 AM M:\Shed Guy\Metal Prototype\metal prototype 4.dgn SHEET NO. 1OF1