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Home My WebLink AboutTRUSS PLACEMENT PLAN2 X 4 "X" BRACING AT RIDGE AND / 6 FEET O.C. EACH SIDE OF RIDGE (3)- 16d NAILS (TYPICAL) I X 4 SPRUCE OR BETTER LATERAL BRACE AT 6 FEET O.C. FASTENED TO TOP OF BOTTOM CHORD OF TRUSSES WITH (2) - 16d NAILS EACH, AT GABLE END TRUSS AND 4 TRUSSES BACK CEILING PER PLAN P.T. 2 X 8 CONTINUOUS WITH V2" LAG BOLTS AT 24" O.C. WITH 2" X 2" X 1/8" WASHERS REINFORCE EACH VERTICAL ' MEMBER OF GABLE END TRUSS WITH 2 X 4 T- BRACE WITH 16 D pLAN W W T-BRACE' NAILS AT 8 INCHES O.C. GABLE END DETAIL nts... ROOFING/UNDERLAYMENT PER PLAN 19/32" ROOF SHEATHING ALUM. DRIP EDGE IXPT WOOD FASCIA --Sol FIT PER DETAIL 2X4 LADDER FRAMING AT —� 12 INCHES O.C. --• GABLE END TRUSS - STUC66IPER STRUCTURAL NOTE ?GABLE END FASTENED TO SLEEPER WITH 16 D COMMON NAILS AT 12" O.C. STRAP GABLE END TRUSS WITH _.— "SIMPSON" LSTA 15 AT 48" O.C. WITH (12) -10d X 1 '/s" NAILS TOP PLATE Ott 05 9 ABM IIIOt)F SHEATHING NAHANG ZONE sfi�... "A" = 5 FEET (T'FPICAL GENARICROUFPLAN"PLAN VIEW J ZONE ROOF SHEATHING ATTACHMENT REQUIREMENTS IQ NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD 0z NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD 4) NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE: ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK MAILS (Ptit FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHONW ABOVE. STUCCO OVER WIRELATH W/ I IGA. 2" PAILS W/ 3/8" 0 HEAD Q 6" O.C. VER 3/8" METAL RIB LATH @ 6" O.C. / (2 LAYERS) OF 15# FELT OVERWd FRAMING MEMBERS (TRUSS TAAOLLS). PROVIDE 6"X 18" SOFFIT VE" Q 48" D.C.. O SOFFIT DETAIL nts.. TRUSS ID BE RING POINT TRUSS ACTUAL € CONNECTOR CONNECTOR FASTENERS NOTES ........... .................................. :......... .................................. :........... ................. ............... ..a........................ ............. ................ .................................. :...................... ..... ................................ ....... .............................. UPLIFT ID UPLIFT DESIGN «...................................................................... « .. T-1.&.TZ......... ..................r.....................................,..«.............................................. ......... _......_................ ........................ 1290............ I......_�l!:.HTS20.......' _ ...... .... ..; .EACH............ ................1450.............1(20).1......._............................ ...._... END CONT. 267 PLF ( )- HETA 20 1810 (9)-10d X 1 1/2" GE1 `DETAILBLE 2D ;._................................. ..................... ................... ....: . ..................................:.................................. .......... .........................!............................................_ ...... ............ ........................... .......... 1 STRAP END T 48" O.C. AT EACH AND A VALLEYS CONT. # PLF ( ) MTS.16.....i:10d X 1.1/2 r......................................................... .................................. ........... . .... .200 .................1000.................(14) ................................... ...............,. ..... ... 1 STRAP AT EACH END AND AT 24" O.C. TRUSS .............. ...:........ ..................... COMPANY .............. :........ ........... ........................ ............................................. ............,.._............................. ,............................. ........... ......... ............ ............ ....................... .. W. KOST LAYOUT DATE € 8 24 2017 '•. CUT -SHEET DATE i 8 24 2017 .........................................r...........................................,..........................................._ ........... __..........................r............. ............. ....................;....................... .....................................;............. ........................ i€ i .................................................................................................................................................................................................................................................................................................................... ..................................... NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. ......................... ................................ TRUSS NOTES .... ......... ......... -.............. .................. .................... ...................... .................................. ............ ................................. ..................................... .................. 4............... .............. ........ ................................. .... ..... ...... _.................... .......................................... ............ ........... ............................. ........................... ............ 1) . ALL R1.—........................ ROOF TRUSSE ..... .................. ......... ............. ....... TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. .............. ....... ................................ ................................... ........ ......... ........... ....._.................. .... 2) CONTRACTOR TO ........ .... ......................................................... .............. .......... ................... R .VIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED .................................... ... ..... ...............:......................................................................................................................................................................................................................................................................... TRUSS DRAWING BEFORE INSTALLING TRUSSES. ......... .................... .......... ........... ................................................._........... .. 3) .......................... ... ..... ....... CONTiRACTOR TO .............. ....... ....... .................. ............... ................... ...................... ...... .................. ...... ............ ................................. ERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, .............. ............................ ................. ......................... .......... ................................... ............. .......................... ............... ............. ............ ............... ... ................ 4.......... 4............... AND INSTALLING RUSSES. .............. ...._....... ............... .................... ........ ........................................ 4) ................................... TRUSS TO TRUSS . ED BY rt:.................... ONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. _.._..._ . _.._._._......__-.______....... r � ..n RMe'A'JarReU• �«�-�^+"-+45+4'�N^vgYi '-. •�, :� r�reuuhb 1 1 T C �' rr" or xa i«OwrtuTan _ A'for SPAndAlong Fyne6 j t aYiag, Len�41 iSsak. hffii9^c' ar gr@y,e, - '�u�0lank METAL ROOFING TO BE ATTACHED WITH CORROSION RESISTANT HEX -HEAD WOOD SCREWS #10 X 1 %" MINIMUM WITH WEATHER SEALING WASHERS (MINIMUM 3/16" PENETR TION THROUGH DECK). FASTENERS SHALL BE PLACED THROUGH THE PANEL RIBS AT 2" ON CENTER ACROSS PANEL WIDTH AND SPACING ALONG THE RIBS AS FOLLOW ZONE 1 ( IELD): FASTENER SPACING = 16" O.C. ZONE 2 (ERIMETER/ RIDGE): FASTENER SPACING = 16" O.C. ZONE 3 ( ORNERS): FASTENER SPACING = 6" O.C. PER FL# 17022.1 METAL R DOE PANELS SHALT, BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE AP OVED MANUFACTURER'S FASTENERS. METAL PANELS SHALL BE ATTACHED PER MA ACTURER'S SPECIFICATIONS AND DETAIL THIS SHEET, UNDE AYMENT: UNDE AYMENT SHALL BE TRI-BUILT ROOFING PRODUCTS FL# 16048.1 "TRI-BUILT S/A HT TU". WHILE RIMING IS OPTIONAL, TRI-BUILT RECOMMENDS PRIMING THE DECK IF THE FINAL F OOF COVER IS NOT SLATED FOR INSTALLATION WITHIN 24 HOURS. APPLY HEET PARALLEL TO THE ROOF EDGE. ROLL OUT APPROXIMATELY 10 FT OF MEMB NE AND PEEL BACK THE FIRST 3 FT OF RELEASE FILM. ADHE THE EXPOSED PART TO THE SUBSTRATE AND UNROLL THE REMAINING MEMBRkNE AS FAR AS POSSIBLE. ONCE THE ENTIRE LENGTH OF MEMBRANE IS IN PLACE, EEL -OFF THE RELEASE FILM DIAGONALLY WHILE HOLDING THE MEMBRANE TIGHT. I IRMLY ROLL THE MEMBRANE INTO PLACE TO ACHIEVE A BOND. HORIZONTAL SEAMS lHOULD BE MINIMUM 3-INCHES, CONFIGURED TO SHED WATER. VERTICAL SEAMS HOULD BE 61NCHES AND STAGGERED NOT LESS THAN 2-FT FROM VERTICAL SEAMS W THE COURSE BELOW. ALL OVER -GRANULE END -LAPS SHALL BE SEALED USING E HER HEAT -WELDING OR HOT AIR WELDING TECHNIQUES. FOR VALLEYS AND RIDGES: CUT UNDERLAYMENT INTO 4 TO 6 FOOT LENGTHS. PEEL THE RELEASE PAPER AND CEI 4TER SHEET OVER VALLEY OR RIDGE. DRAPE AND PRESS SHEET INTO PLACE, WORKING FROM THE CENTER OF THE VALLEY OR RIDGE IN EACH DIRECTION. FOR VALLEY , APPLY THE SHEET STARTING AT THE LOWEST POINT AND WORK UPWARD. FLASHIIN G SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERD G THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE - PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENEM lTIONS THROUGH THE ROOF PLANE. ALL FLASHING SHALL BE IN ACCORDANCE WITH FL 3RIDA BUILDING CODE FLASHIN 0 SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINC S. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTAI,Fr WITH A THICKNESS NOT LESS THAN PROVIDED IN FBC TABLE 1503.2. THIS REQUIREMENT DOES NOT APPLY TO HIP AND RIDGE JUNCTIONS. ALL ROOFING INSTALLATIONS SHALL BE IN ACCORDNNCE WITH FBC 2017. i CD T_ cN It N 26'2" GE1 j r r i f / r T F s l I� r A J r � r IT !f 26'2" CN ,t 'GANNL BY >t Lucie Coumt PAUL WELCH INC. AfZCHAN/CAL ELECTRICAL CIVIL ENG1NEER1MG f984S.W.. BILTMORESr.. SUITE#` 1 f4 PORTST LUC/E, FL 34984. JUN d 6 201 fHONE'(77Z785-9888 EMA/L P!4 L'CHPVCCBAOL.COM ,RAUL WELCH, P.E.-FLA REGNO: 29945 U W A W y r , Fr"I M b W Z a � Fil � Q � W ! I� 1 • ! i YW4OD WAIF. SHEATHING N I i=I yj GRADE D FELT PAPER (APPLIED LAS'l j pwnwE BEAD OF SEALANT'/: I FROM EDGE OF OPENING UNDER FELT j ! APPLY FELT TO EXTERIOR OF I OPENING AND FOLD FELT OVER IAMBS WINDOW OPENING } Il' GCE D FELT PAPER SILL PANNING I, (APPLIED 2m) WRAP OVER ENTIRE SILL, OVER tort i. PANNING 4" PROVIDE BEAD OF SEALANT'/." FROM EDGE OFOpENINGUNDERFELT GRADE D FELT PAPER APPRON (APPLIED l 41 { a " T WIDE CONTINUOUS U SILL PRQ: I !) { j BEAD OF SEALANT IV FROM EDGE I� ! OF OWNING UNDER FELT 1'I,G i l e ilHil{ 1 I/ u WAR - MAY BE USED Iii�1EI.1 OF GRADE D FELT. r �„ ....../rM H'M.a+Mmm..-w/'..i.�.smww^Jr n..'1.-niWW'^•"'..yw..r. �...• .. .. nw.._"' iI^'-'"'•..i) 1 METAL ROOFING OVER UNDERLAYMENT ON 19/32" CDX _ - PLYWOOD ROOF SHEATHING WITH 8D RING SHANK NAILS PER + DETAIL PRE-ENGINEERED ROOF TRUSSES @ 24" O,C. MAX — — 'I16 USSES OR ROOF 10I5T PkR E'I:AN _ Tit SIMPSON STRAP PER TRUSS DBL 2 X 4 TOP PLATECONNECTORSCH. STRAP EACH STUD TO TOP PLATE -ALUM. DRIP EDGE WITH"SIMPSON" SPH4.WITH (10) - 10d X 1 H"NAILS - 1 X 2P.T. WD.FASCIA OVER 1X6 P.T. WD. FASCIA STRAP EACH STUD TO HEADER R-30 INSULATION — 2X4 WD, SUB -FASCIA WITH "SIMPSON" LSTA ] 8 WITH (14)- lOd NAILS '/z" DRYWALL CLG - SOFFIT PER DETAIL FROM EDGE OF OPENING UNDER FELT % DBL 2 X 12 WOOD BEAM WITH %" (/ APPLY FELT TO EXTERIOR OF PLYWOOD SPACER GLUED AND I (l h OPENING AND FOLD FELT OVER JAMBS NAILED WITH lOd NAILS AT $" O.C. SIMPSON SPH6 W/ (10)-1 OD DBL 2X6 CONT. WOOD TOP ! STAGGERED TOP AND BOTTOM' NAILS EACH STUD TOPA ND III I DOOKOPENING BOT. PLATE PLATE BOTH SIDES � KDOOR OR WINDOW OPENING FULL LENGTH 2 X 4 WOOD STUDS R-131NSULATION @ 2 X 6 WD STUDS 16" O.C. 1ST) I I I I it HEADER STUDS 2 X 4 WOOD STUDS rR}E j II DBL 2X4 SILL %2" DRYWALL STUCCO PER STRUCTURAL (WINDOWONLY) NOTE# i I 2X4 STUDS AT 16" O.C. STRAP EACH STUD TO BOTTOM WOOD OR VINYL BASE' - i PLATE PSON SP PLATE (WINDOW ONLY) (10)- I Od7NAILSIM W/ 5/8" 0 X 8" EMBED H4 WITH III"i� l . FLOORING PER OWNER ANCHOR BOLTS W/ 2" X 2" P.T. 2 X 4 WOOD BOTTOM PLATE - - WASHERS @ 24" O.C. I� rl l{i i � � I Ali ;..-• .,.1i, _ _ I I" '_ 'I'r - - `' ,� --- --- _ _ X 8- WASHERS BACH SIDE OFSOPENING " HED GRADE I I I I I EMBED. WITH 2 X 2 X 1/8 w FINIS jI I AND24O.Cr r ct ec 11 ; —i V I S llr . (IFI� ((1 1$" DEEP X 16" WIDE (2500 PSI) Wi—-CONCRETB FLOOR /FOOTING VAPOR BARRIER J CONC. FOOTING WITH (2)- #5 I�I BARS CONTINUOUS (PER SCH) �III4' CLEAN COMPACTED gff�M1� 11' 3"MIN.CONCRETECOVERON CHEMICALLY TREATED II! TYPICAL HFAnEit DE -1 . L nla... ALL STEEL DOM CWRQW WA DEIM, TYPICAL FRAME BRG. WALL DETAIL nts... TOPE- APPROVEEFFEEL ANUSIICKMAYBEUSEZ IN LIEU OF GRADE D FELT. SEE TYPICAL 4X4 POST DETAIL FOR ADDITIONAL' ------- _ PRE-ENGINEERED ROOF METAL ROOFING OVER INFORMATION TRUSSES @ 24" O.C. MAX UNDERLAYMENT ON 19/32" CDX f SIMPSON STRAP PER PLYWOOD ROOF SHEATHING ---- �— WITH 8D RING -SHANK NAILS PER TRUSS CONNECTOR SCH. EXISTING ROOF TRUSSES _ CUT BACK GABLE TRUSS AT BEAM LOCATION PROVIDE 1/2" PLYWOOD SHEATHING ONE SIDE OF EXISTING GABLE END TRUSS WITH 12d NAILS AT 4" O.C. TOP AND BOTTOM CHORDS MAXIMUM HEADRER SPAN 3'-0" 6'-0" 9'-0" 12'l 15'-0" 17.O" NUMBER' OF FULL LENTH STUDS EACH END OF HEAD 2 2 3 3 3 INMEROF HEADER STUDS SUPPORTING END OF HBAIiER = 1 1 2 2 3 2X4 CRIPPLE STUDS AT 16" O.C. WITH "SIMPSON" LSTA 18 WITH (14)- 10d NAILS ATi ALANT'/a" - DETAIL '\ _ PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX — SIMPSON STRAP PER TRUSS CONNECTOR SCH. SEE TYPICAL 4X4 POST DETAIL FOR SIMPSON LCE4 @ CORNER POSTS ADDITIONAL INFORMATION WITH (24)-16d NAILS) ALUM. DRIP EDGE -- —I SIMPSON LSTA 18 W/ (14)- lOd NAILS AT CORNER POSTS (1) PER HEADER / 1 X 2 P.T. WDTASCIA OVER DOUBLE 2X12 WOOD HEADER WITH 1X6 P.T. WD. FASCIA /1 %2" CDX PLYWOOD SPACER GLUED 2X4 WD. SUB -FASCIA -- �--� AND NAILED W/ 16d NAILS AT 8" O.C. STAGGERED BOTH SIDES SOFFIT PER DETAIL -- - DOUBLE 2X12 WOOD HEADERWITH I POST DOUBLE 2X12 WOOD HEADER - - PLYWOOD SPACER GLUED SPACER GLUED AND NAILED W/ 16d NAILS '\ SIMPSON AOOD BU44 WITH (12)- 16d AND WITH/2" CDX PLYWOOD STUCCO CEILING. AT 8" O.C. STAGGERED (0- 5/8"m X 12" ANCHOR BOLT SPACER GLUED AND NAILED STUCCO OVER ! BOTH SIDES FLASH AND COUNTER FLASH W/ l6d NAILS AT 8" O.C. WIRELATH W/ I IGA. 2" STAGGERED BOTH SIDES NAILS W/ 3/8" O HEAD @ J ! "SIMPSON" HDU2-SDS2.5 EXISTING ROOFING / ROOF SYSTEM SIMPSON AC4 W/ (28)-16d 0" Q.C. OVER 3/8" METAL WITH (6)- SDS 1/4" X 2 1/2" _ - _-. EXISTING CONCRETE BEAM / NAILS EACH POST TO RIB LATH @ 6" O.C. W/ (2 LAYERSOF 15# FELT AND (1)- 518" X 12" EMBED ANCHORBBOLT DRILLED HEADER (USE SIMPSON LCE4 OVER H FRAMING OUT AND EPDXIED #5 BAR DRILLED OUT AND EPDXIED CORNER POSTS WITH 24 @ ( )- MEMBER). TO EXISTING BEAM WITH 6" 16d NAILS) MINIMUM EMBEDMENT (EACH SIDE) - m EXISTING 8" CMU WALL SIMPSON LSTA 18 W/ (14)- 1 Od / � 8"X8" CONCRETE COLUMN FORMED NAILS AT CORNER POSTS (1) \ AND POURED WITH (1)- #5 VERT. PER HEADER EXISTING CMU WALL REBAR IN (3000 PSI) CONCRETE - .. FILLED UNDER NEW POST \\ LOCATION _ P.T. 4X4 WOOD POST STUCCO FINISH (EXTERIOR) E` - #5 REBAR W/ 30" MIN. LAP SPLICE f \ dt,1PitiIfi 11w+ i rr+l-d rr, rl- n! BEAM TO WALL DETAIL AT CARPORT nits... #5 BAR DRILLED OUT AND EPDXIED SIMPSON ABU44 WITH (12)- TO EXISTING SILL WITH 6" 16d AND (1)- 5/8"a X 12" MINIMUM EMBEDMENT ANCHOR BOLT \ EXISTING CONCRETE FOOTING 1= / 11(0� FINISHED GRADE — (2500 PSI) CONC. FOUNDATION (PER SCH) POST ABOVE WALL DETAI: "A" nts,,, TYPICAL 4X4 POST DETAILntar.. i PROVIDE METAL FLASHING AND COUNTER FLASHING $ _EXISTING ROOF EXISTING FRAME WALL SEE TYPICAL 4X4 POST{ DETAIL FOR ADDITIONAL INFORMATION \ j EXISTING 8" CMU 4X4 WOOD POST ALL WALL CONNECTIONS, BEAMS, ECT... TO BE AS PER i ? (2500 PSI) CONC TYPICAL 4X4 POST FOUNDATION (PER SCH) DETAIL �11_r10=7�� I- m • \` � 1 POST DETAIL AT STORAGE CLOSET AfECHANICAL ELF'CTR/CAL CIVIL Bh/G/NEER/NG f984S.W - BILTMORESr SUITE# f f4 PORTST. LUCIE, FL 3,4984. PHONE (772) 78.5 - 9888 EMAIL PYVE'L'CH/NC@AOL COM J UN 0 6 2018 PAUL WELCH, P.E,_ FLA REG NO 29945