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HomeMy WebLinkAbout4835 19 StSUPPORT COLUMN TO GABLE END COLUMN TO SIMPLE JAMB CORNER BRACE CONNECTION SIMPLE HEADER CONNECTION SIDE BASE RAIL CONNECTION TRUSS TOP CHORD 2" X 3" TRUSS TOP CONNECTION �2" x 3" HEADER BOXED SAVE CONNECTION OVN� BOXED EVE (INTERIOR PERSPECTIVE) CONNECTION CHORD �P) CONNECTION ) � 2" x 3" SUPPORT COLUMN (TYP) ` I 12 VARIES�,io 4/12 12 I C VARIES3(zTO 4/Q I 2" x 3" SUPPORT ��© VAR�ESziO -0f12 COLUMN SIMPSON STRONGTIE S/H3 2" x 3" SUPPORT SIMPSON STRONG TIE HURRICANE TIE FASTENED MI ISS mN_NECTION 1! w/ 4 #12-14 x 1-1/4" SIDS IMP r N ST NGTiE '�'�- fi COLUMN S/H3 HURRICANE TIE FASTEN SIMPS ST GT'Ci1�t1ECTION (FL 0456.3 R3) )-1 P TP-15 T P-A ° w/ (4) #12-14 x 1-114" SIDS I 2" x 3" HEADER (3) #12 14 x 1 1i4" SIMPSON STRONGTIE / b) 4 1/ w/ (6) 12 1 4' S; SDS 2" x 3" SUPPORT COLUMN SIMPSON STRONGTIE TP-15 TIE PLATE FASTEN (��) ) L30 ANGLE TIE FASTEN w/ (6) #12-14 x 1-114" SIDS UP TO 22`-0" - OM R ROM 26'- - U w/ (4) #12-14 x 1-1l4" SIDS SIMPSON STRONGTIE - - 708 (FL10446.10-R4) I TP-15 TIE PLATE FASTEN I 2" x 3" HSS STEEL w/ (6) #12-14 x 1-114" SIDS 2" x 3" BASE RAIL -3/4" x 2-3/41, x 6" WELDED JAMB BOXED EAVE INSERT HSS 14 GA STEEL TUBING 2" x 2" 15 GA HSS STEEL BOXED EAVE 2" X 3" BASE RAIL TUBING CORNER BRACE CONNECTION CONNECTION 12 GABLE COLUMN TO BASE ° x 3" BASE RAIL O QVARIESi $C 4/12 (TYP) aVAPocS3 zT0 4/# 0 RAIL CONNECTION © 2" x 3° BASE RAIL 0 O *1/2" X 6" TAPCONS W/ SIMPSON STR NGTi SI PSO T TRU CO NECTION UNIVERSAL FASTENING SCHEDULE HOROZONTAL ROOFING UNIVERSAL FASTENING SCHEDULE VERTICAL s CTI N 2-3/4" EMBEDDMENT TP 15 TIE PLAT FASTE �) TP 15 TIE F - } IS ALSO PERMITTED PANELS ACROSS TRUSS TOP CHORD ROOFING PANELS ACROSS PURUNS WI (6) #12-14 1-114" w (6) #1 x 1 s 2" x3" x 14 GA BASE RAIL W/ NTS NTS 3 " 6 1/2" x 5-1/2" WEDGE ANCHOR # 12-14 x 7/8" SIDS AND RUBBER SIDELAP FASTENERS FIELD PANEL FASTENERS FROM 30'-1 " - TNRU o 0 F FROM 36' 1" - THRU 40'-0" 2" x 3" SUPPORT COLUMN (1) WITHIN 12" OF EACH COLUMN WASHER 1/2 PURLIN SPACING #12-14 X 718" SIDS #12-14 x 1-1/4" SIDS IN FULLY CURED 3000 PSI CONC. ALONG PANEL LAP 1/2 TRUSS SPACING 9" ON -CENTER ALONG 5' 0" O.C. MAX (TYP.) ON -CENTER ALONG FIELD TRUSS TOP CHORDS TRUSS CONFIGURATIONS FASTEN -SHEATHING 9" O,C. FEILD PANEL SIDELAP ?s OPTIONAL w/ # 12-14 x 1-1 /4" SIDS AND RUBBER SIDING (TYP) WASHERS (TYP) FASTEN SHEATHING 9" O.C. FEILD w/ # 12-14 x 1-1 /4 SIDS AND RUBBER 1 3/4" x 2 3/4" x 6" I WASHERS (TYP) (2) #12-14 x T 1/4" SELF DRILLING SHOP WELDED INSERT 2-1/2" x 1 1 /2' HAT CHANNEL SORE\NS (TYP) SIMPSON STRONGTIE TP-47 1) AT TRUSS TOP CHORD ROOF PURLIN 48" O.C. (TYP) EACH SYMETRIC TRUSS FACE 2-1/2" x 1-1 /2" 18 GA HAT CHANNEL 3" x 2" HSS STEEL FASTENED w/ (8) #12-14 x 1-1/4" TRUSS WEBING 2" x 2" ROOF PURLIN 48" O.0 (MAX) (TYP) TUBING SIDS CENTERED ABOUT JOINT FASTEN SHEATHING w/ #12-14 x 7/8" SIDS PLANE HSS STEEL TUBING AND RUBBER WASHER 1/2 PURLIN --- - -- ---- SPACING ALONG PANEL LAP \ /�✓\\/ FO{�CING WIRE MESH I TRUSS TOP CHORD (3 #12-14 x 1-114" SELF R Flt R REINFORCMENT (TYP) 3 x 2 HSS:ST 'RD '1 DRILLING SCREWS (TYP) 4" MIN. CONC. SLAB 3000 PSI I 2" x 3" TRUSS TOP CHORD NG OVER TERMIT TREATED SOIL ) I 5' 0" O.C. MAX T 2 (2) #5 BAR MIN 3" EMBEDMENT TRUSS TOP CHORD 5' 0" O.C. MAX (TYP) CONT. (TYP) OR CLOSER NOTE: i SUPPORT COLUMN FIBER MESH CONCRETE CAN BE USED # 12-14 x 1-114" SIDS AND RUBBER 1-3/4" x 2-3/4" x 6" WELDED 2" x 3" HSS STEEL TUBING NEW CONCRETE/DIRECT ANCHORING AS AN ALTERNATIVE TO WWF REINFORCEMENT #12-14 x 1-1/4" SIDS AND RUBBER WASHER WASER 3'76"/3" O.0 TYPICAL ROOF INSERT HHS STEEL TUBING 1/2" X 6" TAPCONS W/ 3"/6"/3" O.0 ALONG LEADING EDGE TYPICAL TRUSS PURLIN ATTACHMENT TYPICAL BOXED * ALONG LEADING EDGE 2-3/4" EMBEDDMENT ALTERNATIVE LOCATION MAY CONNECTIONS IS ALSO PERMITTED BE THROUGH THE BASE RAIL SAVE CONNECTION 2" MIN. FROM EDGE OF CONC. 2" x 3" SUPPORT COLUMN 5' 0" O,C. MAX (TYP.) v ° 9, 9„ 2" X 3" TUBE SECURED TO LEGS 2" x3' x 14 GA BASE RAIL W/ OPTIONAL FASTEN SHEATHING w/ 1/2" x 5-1/2" WEDGE ANCHOR 5' o° IVAX SIDING TYP #12-14 x 1-114" SIDS AND ABOVE DOOR Wi 2" X 2" ANGLE (1) WITHIN 12" OF EACH COLUMN ( ) i FASTENED TO LEGS W1(2 #12-14 X 3/4" RUBBER WASHER 9" O.C. {{ ) IN FULLY CURED 3000 PSI CONC. 1-3/4" x 2-3/4" x 6" FIELD (TYP) FASTEN SHEATHING 9" O.C. FEILD SELF DRILLING SCRERNS PER FACE SHOP WELDED INSER WI #12 14 x 1 1/4" SIDS AND RUBBER 2" x 3" TRUSS TOP CHORD 3' 4" +/- II / 2" X 3" TUBE FOR LEGS SPACED 5' 0" O.C. MAX 2' X 3" TUBE FOR LEGS SPACED WASHERS (TYP) 5' OC OR CLOSER (i (P) }, 5' OC OR CLOSER (TYP) 510,; tM 1PWEx23/4"x '- I L SHOP WELDED INSER 2-1/2" x 1 1 /2" HAT CHANNEL 4" MIN. CONC. SLAB 3000 PSI OVER TERMIT TREATED SOIL 6x6 REINFORCING WIRE MESH OR FIBER REINFORCMENT (TYP) ' (2) #5 BAR MIN 3" EMBEDMENT CONT. (TYP) NOTE: FIBER MESH CONCRETE CAN BE USED AS AN ALTRNATI E TO WWF REINFORCEMENT NEW CONCRETE/OFFSET ANCHORING OPTIONAL SIDING (TYP) 2" x 3" SUPPORT COLUMN +�___6 0" O,C. MAX (TYP.) FLORIDA APPROVED 1/2" x 30" AUGER ANCHOR FASTEN WITHIN 12" OF SUPK -COLUMNS, MIN 24" EMBEDMENT NO FOUNDATION/BARE GROUND 2" x3" x 14 GA BASE RAIL w/ 1/2" x 5-1/2" WEDGE ANCHOR ,-(1) WITHIN 12" OF EACH COLUMN 2" x 3" SUPPORT COLU N 5' 0" O.C. MAX (TYP.) OPTIONAL -SIDING (TYP) EXISTING -PAVEMENT CUT AND CORE EXISTING ASPHALT AND BASE TO UNDISTURBED EARTH ROOF PURLIN 48" O.C. (TYP) - ' DOOR FRAME 2" X 3" TUBE SECURED TO LEGS ABOVE WINDOW W/ 2" X 2" ANGLE FASTENED TO LEGS W/(2) #12-14 X 1-1/4" FIELD FASTENING PATTERN - I SELF DRILLING SCREWS PER FACE NTS ! #12 X 2" SELF DRILLING SCRE FLAT HEAD (TYP) - COMPONENTS AND CLADDING e =B, =0.00 Open)) PRESSURE (PSF) VELOCITY ZONE ULTIMATE ROOF WALLS oAAVG PARALLEL 140 MPH 14.3 21.5 35.9 +14.5 17.6 +74.3 7.4 COMPONENTS AND CLADDING ex =B, i=+/-0.18 Enclosed PRESSURE PSF �fELoclr ZONE ULTIMATE ROOF ! WALLS AVG L 140 MPH I -17.6 -24.7 -38.1 17 20.8 + 7.5 -20.6 COMPONENTS AND CLADDING ex =B, gcpi=+/-0.55 (Partially Enclosed)) PRESSURE PSF VELOCITY ZONE ULTIMATE ROOF WALLS 140 MPH -24.2 37.4 -45.7 +22.4 27.4 +24.1 27.2 I ***all figures updated as of 12/28/18*** FLORIDA PRODUCT APPROVAL CHART PRODUCT APPROVAL NUMBER MANUFACTURER DESCRIPTION I FL7 7996.5-R1; FL17996.6 Rl I ELIXER PERSONNEL DOOR FL21450.6-R3: FL14425.1-R4 JANUS ROLL -UP DOOR FL9094-R5 AMARR ROLL -UP DOOR FL239.1 R-26 PG, INDUSTRIES WINDOW 32' x 26" FL12940-R6 POCOHONTAS WINDOW 30" x 30" FL 9903.3-R4 METALS 1 METALS 29 GA ULTRA -RIB C/M PANEL I I I I WIND SPEED VS. LEG SPACING AND CLADDING TABLE DESIGN VELOCITY ULTIMATE 4' ON CENTER 5' ON CENTER 140 MPH 29 GA. 29 GA. 3" 3" X 3" 3" 61 6° + 6" � 6° � � #12 X 2" SELF DRILLING SCREW FLAT HEAD (TYP) FILL ALL MANF. PRE DRILLED HOLES - = 2" X 3' TUBE SECURED TO HEADER AND - 2" X 3" TUBE SECURED TO 2" x 3" SUPPORT COLUMN _ - BOTTOM RAILING - - HEADER AND 5' 0" O.C. MAX (TYP.) OR # CLOSER 12-14 x 1-114" SDS AND RUBBER 2" x 3" TRUSS TOP CHORD W/ 2 ` X 2" ANGLE FASTENED TO LEGS W/(2) #12-14 X 3/4" - BOTTOM RAILING W/ 2" X 2" ANGLE FASTENED WASER 3"/6"/3" O.0 ALONG LEADING EDGE 5' 0" O.C. MAX SELF DRILLING SCREWS PER FACE TO LEGS WI(2) #12-14 X 1-1 /4" FACE 2-1/2" x 1-1/2" HAT CHANNEL CONC FOUNDATION I I 6 BOTTOM RAIL TO REMAIN SELF DRILLING SCREWS PER UNIVERSAL FASTENING SCHEDULE SIDING ROOF PURLIN 48" O.C. (TYP) s'--k AFTER WINDOW INSTALLATION METAL SIDING "J" PANELS ACROSS SUPPORT COLUMNS LEADING EDGE FASTENING PATTERN '` BOTTOM RAIL TO REMAIN OR AND CHANNEL WILL BE ADDED TO MAKE MAY OUT PER CUSTOMER WEATHER TIGHT NTS NTS UEECUT WINDOW INSTALLATION DETAIL 1. ALL HAT CHANNEL SHALL BE A MIN, OF 18 GA. 2, ALL STRUCTURAL TUBING SHALL BE A MIN, OF 14 GA. 3, ALL UNIVERSAL STEEL SHALL BE A MIN. OF 29 GA STRUCTURAL STEEL PANELS AND HAVE A YEILD STRENGTH OF 80 KSI OR ANOTHER FBC APPROVED PANEL, I SECTION HEX HEAL SELF DRIL FOR ALL I 2" x 2" x 20GA STEEL ANGLE FASTENED TO 2" x 3" BASE RAIL W/ (2) #12-14 x 1-1/4" SIDS OR WELDED TO INSIDE FACE ■ / { z w MIN. 4" THICK SLAB o :2 EXISTING SLAB MAY BE USED ONLY WHEN m SLAB IS IN SATISFACTORY CONDITION; NO CRACKS W W /FISSURES, \MINIMAL SLOPE/UNDULATIONS, z z SLAB MUST ACT AS A SINGLE SUPPORTING UNIT. v FOUNDATION CONTRACTOR TO PROVIDE FOR MIMUMUM SLOPE OF 6" IN FIRST I G AWAY FROM FOUNDATION (SECTION R401.3 FBC6-2017) FOUNDATION AND ANCHORING EXISTING CONCRETE/DIRECT ANCHORING NTS 16 N REAR OF LOUVER COVERED W/ WIRE MESH BUG SCREEN FASTEN W/ (1 j #12-14 X 1-1/4" SIDS PER CORNER (TYP) 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 TOTAL PROVIDED (5)= 720 IN' FLOOD OPENING DETAIL (ONLY USED WHEN FINISH FLOOR IS BELOW BFE) NTS FIELD LEADING EDGE DOOR INSTALLATION DETAIL NTS DESCRIPTION ZONE 1 ZONE 2 ZONE 3 MAXIMUMUPI 1 T DESIGN PRESSURE 34,3 3?.7 52.8 FASTENER PATTERN 9RR_9RR_9RR_91I 6"-3'-6"-3"-6" SUPPORT SPACING 48" O.C. 48" O.C. IIGN PRESSURE BASED ON A SAFTEY FACTOR OF 2* 40'(MAX.) x UNLIMITED (MAK) MODEL ALL FRAMING SHALL BE 2"x3" RECTANGULAR TUBING) (NOTE; WHEN OVER 26' IN WIDTH USE COLLAR TIE DETAIL OR TRUSS DESIGN STYLE) NTS FASIENW/(2) #12-14X 1-1/4" SIDS (2) ON BUILDING SIDE !' (2) ON LEAN TO SIDE OPTION LEAN TO 20'-0" MAX SPAN I' 1 1! lr i IS ONLY USED WHEN ERTiCALLY INSTALLED I GA VERT COLUMN > EVENLY OVER 1 ,75" X 2.75" X 6" �ALV TUBING EEVE ANCHOR TYPICAL IIAX.) ONLY IF REQUIRED 1 NON- CONC FOOTINGS) NTS (NOTE; SEE SECTION A -A FOR ANCHORING DETAILS) �29 GA. STEEL ROOF / PURLIN SCREWS #12-14 x 1-1/4"AT 9" O.C. (TYP.) / COLUMN SCREWS 12-14 X 1-114" SELF DRILLING SCREWS 1 (� �i c > 'o 18 GA. GALVANIZED 2" X 2" FASTENED TO 2" X 3" ROOF RAFTER W/ SIMPSON STRONGTIE TP-15 AND (6)#12-14x1-1/4"SIDS 2"x2" 14 GAUAGE COLLAR TIE REQUIRED q H _ FOR SPANS GREATER THAN 26' I c PLACED 1 /3 DOWN FROM PEAK 40 FT (MAX.) COLLAR TIE DETAIL AND POST BRACING DETAIL NTS NOTE: SEE SECTION A -A FOR ANCHORING DETAILS (NOTE: ALL FRAMING SHALL BE 2"x3" RECTANGULAR TUBING) h . I FRONT ELEVATION NTS (SUPPORT WITH SIDING) NOTE: SEE SECTION A -A FOR ANCHORING DETAILS (NOTE: ALL FRAMING SHALL BE 2"x3" RECTANGULAR TUBING) 11412021 WELDING TABLE �--�-� 8 I ue I I I I 1/8 F RuF CENTRALFLORIDAC STEEL BUILDINGS 0140 MPH BUILDING TYPE i BUILDING DIMENSIONS LOCATION 0 w Q 0 o ( z I a_ w W I i a GENERAL NOTES 1. ALL CONCRETE WORK SHALL BE 3,000 P.S.I. AT 28 DAYS. !1 2. 3. MINIMUM SOIL BEARING SHALL BE ASSUMED AT 2,000 P.S.F. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE 1 t� o WITH THE 2020 7TH EDITION FLA. BLDG. CODE AND ASCE 7-16. THESE PLANS INCLUDE DESIGN FOR ALL WIND !R I 4. ALL SIDING AND ROOFING TO MINIMUM OF 29 GAUGE ATTACHED TO THE COLUMNS AS SHOWN AND CONSIDERED TO it I BE A MIN. OF 3 SPAN. 5, FOR ZONE LOCATIONS SEE FBC FIGURE 1609(c), THE COMPONENTS AND CLADDING LOADING CHARTS THIS SHEET. 6. DESIGN LOADINGS: (d DEAD LOAD = 4 PSF ROOF LIVE LOAD = 20 PSF Lm 7. DOOR AND WINDOW DATA: PER TABLE 8. ALL WINDOWS AND MAN DOORS MAY USE #1 2-14X1 -1 /4" LONG SELF DRILLING SCREWS IN LIEU OF THE WOOD SCREWS WHEN L j ENGINEERED PERMITS, INC. CONNECTING THE UNITS TO METAL FRAME. FOLLOW THE 311 SOUTH WOODLAND BIVD. MANUFACTURERS SPECIFICATIONS FOR LOCATING CONNECTORS, SUITE 9. C T - :ION TYPE II B TYPE OF CONSTRUCTION I BUILDING CATEGORY (II) DELAND, FL32720 10, CORNER BRACES REQUIRED ONLY REQUIRED WITH WIND SPEEDS I` I PHONE:386-734-0830 GREATER THAN OR EQUAL TO 140 MPH OR AS CALLED OUT ON PLANS. FAk. 386-734-$226 CERT NO.26298 I� i 9 I EMAIL epiaepieng.net s-^� } ,9p jj R' c1'T), 0 s E` I 6�a ( I,_ '- a `� a'' �3 °_`. �' 7° i�4'�9 9�� N o I L 1I- 2"x3" RECTANGULAR TUBING Cd� ,. -� ,--, OVER INSERT FAC RY WELDED �- ROOF (29 GA.) I .� C/) ¢ z TO HEADER ® ME o 1 �I 1 ll !' ll I III it l I - I N -- j 2" X 3" X I •1GA STEEL - = TUBING COLUMN LEG FROM u, O I cFACTORY 3X3 TRUSS FASTEN HEADER TO COLUMN I I LEGS BASE RAIL TO HEADER FASTEN INTO FACTORY WELDED INSERT b ao HEADER z W/ (2) #12-14 X 1-1 /4" SELF DRILLING ON BOTTOM OF HEADER =o SCREWS PERSIDE (TYP) I Qz Oz W II ^0 8'-16'(VARIES) i OPTIONAL GARAGE DOOR I I I I 5'-0" (MAX.) -- 5'-0" (MAX.)- 5'-0" (MAX.)A 5'-0" (MAX.)- -- 5'-0" (MAX.)-4- 5'--O' (MAX.)- 5'-0" (MAX.) UNLIMITED MAX NTS NOTE' SEE SECTION A -A FOR ANCHORING DETAILS (NOTE' ALL FRAMING SHALL BE 2"x3" RECTANGULAR TUBING) f- ROOF (29 GA.) OPTIONAL WINDOW 48" MAXIMUM SINGLE, AWNING, SLIDER, FRONT, BACK OR EITHER SIDE NOTE: SIDING SECURED BY #12-14-1/4" SELF DRILLING SCREWS AT 9" O.C. AT EACH FRAME. Ci Q g, Op L1�=J I �Q oME :;�! rn ck- 6-i CD F- ID Q 1 LLJ � I� l :r. 'JJ _ I Ora--14 777/f/11111111 Y` I I 1 I I 5'-C' (MAX-)-�---5'-0" (MAX.) -t- 5'-0' (MAX.) -� -5'-0" (MAX.) UNLIMITED (MAX.) ***SIDING MAY BE FASTENED WITH SEAMS IN EITHER VERTICAL OR 1-:0RIZONTAL DIRECTION*** SIDE ELEVATION NTS (SUPPORT WITH SIDING) NOTE: SEE SECTION A -A FOR ANCHORING DETAILS (NOTE: ALL FRAMING SHALL BE 2"x3" RECTANGULAR TUBING) IF THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MICHAEL J, WOJTUNIAK, P,E, e PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED "- SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED � N ON ANY ELECTRONIC COPIES, UNLESS THE RAISED SEAL HAS BEEN UTILIZED, R DESIGN STATEMENT: THESE PLANS WERE DESIGNED FOLLOWING THE 2020 7TH EDITION OPTIONAL DOOR FLORIDA BUILDING CODE AND ASCE 7-16JNCLUDING CHAPTER 16 ON 38"x80" OR 48"x80" FRONT, BACK STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, ODEITHER I (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "B", THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY H, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A WIND PRESSURE: THIS STRUCTURE HAS BEEN DESIGNED AS EITHER AN OPEN/ENCLOSED OR PARTIALLY ENCLOSED STRUCTURE AS PER NOTED. 11:17:52 AM M:\Central Florida Sreei\Jg,-\Meta(PrototypeOI(Revised 12-30-20).dgn I I � Y � 4 � tT I � _j rn 6 LU c) 3 E 0LU I�o:w SHEET NO. 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