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1249-1 BEACH AVE - INTERIOR REMODEL DRAWINGS rREVISIONS B Y BUILDING PERMIT CCK NEW ISSUE STRUCTURAL NOTES 08/26/16 DESIGN CRITERIA DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 2014 FLORIDA BUILDING EXISTING BUILDING, 5th EDITION. WIND DESIGN PER ASCE 7-12. DESIGNED AS "ENCLOSED." TIION ALTERA —LEVEL 2 EXIS11NG LIVE LOADS: EXISTING STORAGE COLUMNS TO OVERHEAD GARGE DOOR ROOF AND CANOPIES 20 PSF REMAIN 'PAS—IS$' FLOORS 4 PSF TO REMAIN "AS—IS"' WIND LOAD I CRITERIA ASCEZ-12 GAMGE BASIC WIND SPEED 130 MPH IMPORTANCE FACTOR 1.0 OCCUPANCY CATEGORY 11 (RESIDENTIAL) ADD--\ RISK CATEGORY. 11 7r V) EXISTING (If 2ply 2 x8" SYP NO.2 HEADER ADD IS EXPOSURE ODD ui " CDX PLYWOOD 1pc 2'lx4" �PF NO.2 JACK STUD AND 2 x6" WALL FRAMING uj < 2 LLJ Z 0 BEAM w/ 1/ MEAN ROOF HEIGHT 35.0 FT FLITCH IN—BETWEEN. SPLICE ------------ ------------- _____2pc.&-2_!Lx4-!-jlSPF NO-2 FULL HT.STUDS w/ 1/2" CDX PLYWOOD of 1> EACH SIDE OF OPENING SHEARWALL SHEATHING ROOF PITCH 5/12 (22.62 DEGREES) Z uj 0 ————— ———— ————————————————————————————————————————- ——————————--i uj =)_j TOGETHER w/ 4 ROWS 12d _s — INTERNAL PRESSURE COEFICIENT "'ENCLOSED" +0.18/-0.18 < z LL- 0 r�, E COMMON WIRE NAILS 0 6" O.C. ADD _j Ld C14 0 0 y < > TO u )SO to x899 HD 2 x4"' SPF NO2 STUDS ALLOWABLE UNIT STRESSES < IF < 0 12" 0.C. CONCRETE: (PER ACI 318) ui C5 r-, E _3 cn — CONCRETE: 0 Z C14 STORAGE Of of uj uj EXISTING 1- 0_j uj DUMBWAITER CURB f'c 3000 PSI bi V) V)_j 13- 00 r�_ (0 ADD COLUMNS TO CONCRETE MAXIMUM WATER CEMENT RATIO: = 005; 0 _j co 0 N REMAIN "AS—ISOP z 0 Z LL_ 6"wide x 8"high DUMBWAITER CURB 0.60 - 0 C-4 C-4 29 0 N V) REINFORCED CONCRETE REINFORCMENT ASTM A615 — GRADE 60 MOP CURB AT DUMBWAITER PIT k V) cn < C-4— — --- -------------------- TIMBER: (PER NDS FOR WOOD CONSTRUCTION) -------j STRUCTURAL LUMBER SYP N o. 2 LO STRUCTURAL STUDS SPF No. 2 HOISTWAY ADD ALL LUMBER FLOOR JOISTS, HEADER BEAMS, PLATES 2pcs 2"xl2" SYP NO.2 VERTICAL BLOCKING EXIS11 G EXISTING AND VERTICAL DUMBWAITER BLOCKING SHALL BE to \\Zr/vlcr w/ 1pc 2 x4" SYP NO.2 STUD EACH SIDE 2 x6" ALL FRAMING WINDOWS TO SYP No.2 AND BETTER (MINIMUM), WITH AN EXIS71NG 1 P-5" 11-5t AND 2pcs 2"x4" SYP NO.2 CAP. GLUE AND W/ V2 9 CDX PLYWOOD REMAIN $PAS—ISO' ALLOWABLE BENDING STRESS fb=1200 psi, IN 2"x6ff WALL FRAMING FASTEN TOGETHER w/ 2 ROWS 12d COMMON SHEARWALL SHEATHING ACCORDANCE WITH THE SOUTHERN YELLOW PINE 2 9—10 11 INSPECTIION BUREAU GRADING RULES. W/ 1/2" CDX PLYWOOD owl WIRE NAILS 0 6" O.C. SHEARWALL SHEATHING 3 �2 09 29-1190 3 1.12 of ALL NAILS SHALL BE 10d OR 12d 0.128 ISO HOT 0. DIPPED GALVANIZED COMMON WIRE "GUN" NAILS. ALL EXPOSED HARDWARE SHALL BE HOT DIPPED GALVANIZED. BOLTS SHALL MEET REQUIREMENTS DUMBWAITER FIRST LEVEL WALL FRAMIN3` PLAN OF ASTM A-325., TYPE 1, AND HOT DIPPED Li GALVANIZED IN ACCORDANCE WITH ASTM A-153. SCALE: 1/2 If 1 9-0 SO NUTS� SHALL MEET THE REQUIREMENTS OF ASTM A-563, GRADE DH, AND HOT DIPPED GALVANIZED < IN ACCORDANCE W/ ASTM A-153. ALL EXPOSED WASHERS, A ND HARDWARE SHALL BE HOT DIPPED z GALVANIZED __(LjNO).L M 0 < N 0 T ALL SIMPSON LUS210 FACE MOUNT HANGERS SHALL 3 1/2 2 P-1 i of 3 1/2" WAT ERPROOFING or� AND FLASHING HAVE THE MANUFACTURER APPLIED "ZMAX" FINISH 0 GNED BY OTHERS I EPDXY ADHESIVE: C) D Lj 24"w x 28"h HOISTWAY SIMPSON STRONG—TIE $ SET" > DOOR BEYOND, iv TWO I COMPONENT--EPDXY ADHESIVE < DESIGNED BY OTHERS ADD 0 U) = 5/ " TYPE X GYPSUM DRYWALL SUPPLEMENTARY NOTES L.L. Z < ADD 8 2 to x4" SPF NO2 STUDS AS PIR ARCHITECTURAL PLANS PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING 0 < LLJ 0 12" O.C. NEXT TO ADD OR OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS LLJ m EXISTING WALL FRAMING 2 It x4" SPF NO2 STUDS IN PLACE DURIN& CONSTRUCTION. V) u m C) ADD 0 121, 0.C. z 2 to x4" SPF NO2 CONNECTOR of VERIFY ALL DIMENSIONS WITH EXISTING STRUCTURE 0 2 x4` P.T. SYP NO.2 NOT SHOWN ON STRUCTURAL DRAWINGS. BLOCKS 0 32" O.C. FASTEN w/ SILL LATE w/ W < 4-12d NAILS EACH END 1/2"0 x 10" H.D.G. ANCHOR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL BOLT 0 24" O.C. w/ OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, 2"x4" P.T. SYP NO.2 SILL PLATE ------------- 2 to x2% /8" PLATE WASHER TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS L) < w/ 1/2"0 x 10" H.D.G. THREADED sees OR OMISSIONS Or THE CONTRACTOR, OR ANY OTHER PERSONS STUD 0 24" O.C. w/ 2 of x2"x/s" DRILL 4" AND EPDXY #410" PERFORMING THE40RK OR FOR THE FAILURE OF ANY OF PLATE WASHER. DRILL 6" AND EPDXY DOWELS 0 12" O.C. w/ #4 THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE INTO EXISTING GRADE BEAM HORI-ZONTAL, CONTINUOUS CONTRACT DOCUMENTS. 0 EXIS11NG 0 3 1 /4 13"HAMFER AT TOP 2"x6" WALL FRAMING w/ '/21' CDX CURB EDGE OF CURB PLYWOOD SHEARWALL SHEATHING BEYOND ADD EXISTING 6 of wide x 8"high 2"x6" P.T. SYP SILL PLATE REINFORCED CONCRETE JL CURB AT DUMBWAITER PIT w '/2"0 x 12'9 ANCHOR :>H<–_:�K BOLTS 0 32" O.C. EXIS7 NG PRECkST HOLLOWCORE SLAB PANELS w/ REINFORCED CONCRETE TOPPING SLAB 2u It 1�p EXISTING CHRIA07 ER C.KATHE REINFORCED CONCRETE FL P.E.3�820 GRADE BEAM REVIEWED FOR CODE COMPLIANCE DESIGN ALL DRILLED AND EPDXIED DOWELS SHALL BE CITY OF ATLANTIC BEACH CCK EXISTING SEE PERMITS FOR ADDITIONAL CHECKED INSTALLED WITH SIMPSON STRONG-11E $'SET$$ REINFORCED AUGERCAST REQUIREMENTS AND CONDITIONS CCK TWO COMPONENT EPDXY ADHESIVE OR EQUAL. CONCRETE PILING DA INSTALLATION SHALL BE IN ACCORDANCE REVIEWED BY: DATE: 600M 08/2672016 NTH THE MANUFACTURERS INSTRUCTION& of SCALE I—off 1/2 = 1 ECEOVE JOB NO. El 6-029 SHEET SECTION THROUGH DUMBWAITER FIT SEP 1 '9016 1-J S E C TI 0 N ��_l SCALE: 3/4" l'—O" SHEET 1 OF 2 rEVISIONS BY BUILDING PERMIT CCK NEW ISSUE 08/26/16 EXIS11NG so 1C. 2 xl2t' SYP NO.2 FLOOR JOISTS EX13TING 2 x12" S' P NO.2 FLOOR �JOISTS 16 CUT BACK LENGTH AS REQUIRED FOR NEW FLOOR HEADER BEAM AD) ADD IlL 2 so):12': x 12'—()" SYP �10.2 1pc SIMPSON LUS210 FACE "Sl 30 ERED" To EXISTII G N $I MOUNT HANGER. FASTEN W/ 2 ):12' FLOOR JOIST. PLICE I 12-10d COMMON WIRE NAILS TOPE ER -.w/ 4 ROW, 12d COMMCN WIRE NAILS 0 12" C C. Z V) ADD cr_ 2ply 2 x12" SYP NO.2 ADD < FLOOR HEADER BEAM _j K 0 1pc SIMPSON US2102 FACE 0 af zwo MOUNT HANGE'R. FASTE-N w/ w :3 _j clq if < Z LL_ 0 r, E 14-16 COMMON WIRE NAILS _j LLJ 0 0 > 3� < ------------- --------------- c3 < <w r-l- E _3 m 0 , Z) 0 Z C14 rl 0 N cr X ui UJ _3 ui V) V) C14 Lu _j CL 00 05; 0 a rc) z ------------- 0 LL_ -------------- at-0 0 0 N V) u u u u __j w =) V) < LO IN Z ry 0 ADD EXIS,lNG HOISTWAY ADD J 2ply 2 x12" x 2'-7" SYP NO.2 2pcs 2"xl2" SYP NO.2 VERTICAL BLOCKING 2 x6l' WALL FRAMING "SISTERED" TO EXISTING WALL w/ 1 pc 2"x4" SYP NO.2 STUD EACH SIDE w/ '12'9 CDX PLYWOOD FRAMING. FASTEN EACH LAYER AND 2pcs 2"x4" SYP NO.2 CAP. GLUE AND SHEARWALL SHEATHING 0 w/ 6 ROWS 12d COMMON FASTEN TOGETHER w/ 2 ROWS 12d COMMON WIRE NAILS 0 16"' O.C. WIRE NAILS 0 6" O.C. 3 �42 to 21-1109 3 LUS210 LUS210-2 FLOOR SYSTEM DESIGN CRITERIA: FLORIDA PRODUCT FLORIDA PRODUCT FLOOR DEAD LOAD - 20psf APPROVAL #10655.106 APPROVAL #10655.107 FLOOR UVE LOAD = 40pef DUMBWAITER SECOND LEVEL FLOOR FRAMING PLAN. SCALE: 1/2 1 1—0 of uj z < cn 0 Lu cl� 0 LLJ LL_ > < c) -------- LL. Z < ---------------------- ---------- Lli 0 < m EXIS11NG Ld OXIS11NG m WINDPWS TO R WINDOWS TO 0 REMAIN TAS—IS REMAIN '$AS—IS's z 1 0 KITCHEN Ld CN < L J , ------------------------------ ADD L) < 2ply 2"x8" SYP NO.2 �EADER A BEAM w/ 1/2" CDX P�YWOOD ADD EXI G\\ FLITCH IN—BETWEEN.1 SPLICE DOOR 1pc 2%4" SPF NO.2 JACK STUD AND \ TOGETHER w/ 4 ROWS 12d 2pcs 2"x4" SPF NO.2 FULL HT.STUDS 100 REMAIN S-1,� COMMON WIRE NAILS 0 169, O.C. EACH SIDE OF OPENING 04 2)�� HD ADD Iq __------ it 2 x4" SPF NO2 STUDS I> XI G\\ DOOR 0 REMAIN )27xr HD 7� 12" O.C. N 04 C-4 \j HOISTWAY iz---- ------- ----- --- -------------------------------- --- --------------------------------------------------------------- EXISING 1 P-5" 1*-5" ADD EXIS'ING CHRIST&HER C,KATHE .0 IN No FL P.E.36820 2 of x6" WALL FRAMING 9_10" 2pcs 2"xl2" SYP NO.2 VERTICAL BLOCKING 2 x6 ' WALL FRAMING w/ '/2" CDX PLYWOOD -00 2 - w/ 1pc 2 of x4" SYP NO.2 STUD EACH SIDE w/ !/2" CDX PLYWOOD DESIGN SHEARWALL SHEATHING 3 1 f2ps 2 I—iilt 3 jf2 of AND 2pcs 2"x4l' SYP NO.2 CAP. GLUE AND SHEARWALL SHEATHING CCK FASTEN TOGETHER w/ 2 ROWS 12d COMMON CHECKED WIRE NAILS 0 6" O.C. CCK DA 08/2672016 DUMBWAITER SECOND LEVEL WALL FRA ING PLAN so SCALE 9_009 1/2 = 1 of it-off JOB NO. SCALE: 1/2 E16-029 SHEET SHEET 2 OF 2 rEVISIONS BY SUGGESTED CONSTRUCTION SEQUENCE STRUCTURAL NOTES BUILDING PERMIT CCK ISSUE 06/30/16 STEP-1 SUGGESTED CONSTRUCTION SEQUENCE: DESIGN CRITERIA BUILDING PERMIT CCK REISSUE 1) REMOVE EXISTING CEILING FINISHES. DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 2014 08/26/16 FLORIDA BUILDING EXISTING BUILDING, 5th EDITION. LDE 'GN IN ACCORDAXICC F THE 2 14 S 2) INSTALL NEW CONTINUOUS 2"x4"' SYP NO.2 LATERAL FLORIDA BU I LDN G E IS ON An S I LOS BRACING AT THREE (3) LOCATIONS INDICATED ON WIND DESIGN PER ASCE 7-12. DESIGNED AS "ENCLOSED." LT 0 � SHEETS T-2 AND T-3. _L V L ALTERAT10N-LEVEL 2 3) INSTALL STEEL POST SHORES AT TWO LOCATIONS INDICATED AT EACH ROOF TRUSS. TIGHTEN POST LIVE LOADS: SHORES AND PRELOAD ±500 LBS EACH TO JACK UP ROOF AND CANOPIES 20 PSF THE EXISTING ROOF TRUSSES AND REMOVE THE EXISTING 3/8" DEFLECTION . INSTALL STRONGBACKS ON TOP OF WIND LOAD DESIGN CRITERIA ASCE7-12 THE EXISTING FLOOR SYSTEM TO SPREAD OUT THE ROOF LOADS. BASIC WIND SPEED 130 MPH IMPORTANCE FACTOR 1.0 STEP-2 SUGGESTED CONSTRUCTION SEQUENCE: OCCUPANCY CATEGORY 11 (RESIDENTIAL) RISK CATEGORY. 11 4) INSTALL NEW 2 00 W SYP NO.2 HORIZONTALS, DIAGONALS, EXPOSURE $DO AND VERTICALS AS INDICATED ON SHEETS T-2 AND T-3. MEAN ROOF HEIGHT 35.0 FT m ul cm cn ROOF PITCH 5/12 (22.62 DEGREES) 0 o 0 0 0 0 5) FASTEN ALL CONNECTIONS WITH 10d COMMON WIRE 99GUNFO W W W m m rn 0 0 0 NAILS AS INDICATED. INTERNAL PRESSURE COEFICIENT "ENCLOSED 1$ +0.18/-0.18 6) VERIFY ALL CONNECTIONS ARE COMPLETE. ff ALLOWABLE UNIT STRESSES cil cil 7) EXISTING 2 W SYP BOTTOM CHORDS TO REMAIN I-- Z uj 0 cil ui Z)_j IN-PLACE AT THIS TIME. ALL LUMBER AND TIMBER SHALL BE SYP No.2 AND < z G_ C) r-- E BETTER (MINIMUM), WITH AN ALLOWABLE BENDING I Uj C14 0 0 < >Z 00 af < CJ3 CJ3 STEP-3 SUGGESTED CONSTRUCTION SEQUENCE: STRESS fb=1200 psi, IN ACCORDANCE WITH THE < SOUTHERN YELLOW PINE INSPECTION BUREAU C3 <uj r-, E 7) INSTALL NEW 3/4" SUB-FLOOR PLYWOOD SHEATHING GRADING RULES. -im o ,- PREENGINEERED ROOF TRUSSES REQUIRING----� CJ5 fy 0 0 Z 04 f� W uj 0 MODIFICATION TO CREATE THE NEW AS INDICATED ON SHEETS T-2 AND T-3. 0_3 W HVAC ATTIC SPACE GIRDER E.17 8) FASTEN ALL PLYWOOD WITH 10d COMMON WIRE 99GUNIP ALL NAILS SHALL BE 10d 0.128"" HOT DIPPED Lj (n cn:=� Q_ 0> z -uj 00 NAILS AS INDICATED. GALVANIZED COMMON WIRE GUN NAILS. n goo UNDERFRAME NEW SLOPED CEILING--N,,,, 6 9) INSTALL/VERIFY NEW SIMPSON MTS12 TWISTED 0 F- N V) 3" EJ7 _jq- w/ 2%4" SYP NO.2 SLOPED STRAP UPLIFT CONNECTORS. ALL EXPOSED HARDWARE SHALL BE HOT DIPPED F_ :3 C-) CEILING JOISTS 0 24" O.C. 10 VERIFY ALL CONNECTIONS ARE COMPLETE. 1 0 11) EXISTING 2"x4" SYP BOTTOM CHORDS TO REMAIN OF ASTM A-325, TYPE 1, AND HOT DIPPED OUTLINE AND LIMITS C,13 IN-PLACE AT THIS TIME. GALVANIZED IN ACCORDANCE WITH ASTM A-153. NUTS SHALL MEET THE REQUIREMENTS OF ASTM OF NEW VAULTED CEILING 0� STEP-4 SUGGESTED CONSTRUCTION SEQUENCE: A-563, GRADE DH, AND HOT DIPPED GALVANIZED .1 1 IN ACCORDANCE W/ ASTM A-153. ALL EXPOSED =A07 00 12) VERIFY ALL NEW MEMBERS AND CONNECTIONS. WASHERS, AND HARDWARE SHALL BE HOT DIPPED 13) CUT OUT AND REMOVE EXISTING PORTIONS OF GALVANIZED (UNO). A01A 01 ul) 03 3 VERTICAL WEBS, AND DIAGONAL WEBS TO CREATE ALL SIMPSON MTS12 TWISTED STRAPS SHALL HAVE THE NEW VAULTED CEINING. THE MANUFACTURER APPLIED "ZMAX" FINISH 14) SLOWLY RELEASE THE POST SHORES AND ANTICIPATE z A11A ALL SIMPSON AE5 CLIP ANGLES SHALL HAVE L_J"**/_ 0 THE PREVIOUS 3/8" DEFLEC11ON TO RE-OCCUR. AnIA 5) REMOVE ALL EQUIPMENT, SHORING, AND TEMPORARY THE MANUFACTURER APPLIED "ZMAX" FINISH BRACING. z 16) INSTALL THE NEW FINISHED CEILING AS REQUIRED. SUPPLEMENTARY NOTES < PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. LL. F 0 z VERIFY ALL DIMENSIONS WITH EXISTING STRUCTURE m -1 NOT SHOWN ON STRUCTURAL DRAWlINGS. 0 z 0 Ld z 2 0 < THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, Li CY TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS ly- U-1 (n C) 0 X OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS to > PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF _j ui 3: LIJ Lj_ cn W THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE V) z CONTRACT DOCUMENTS. > < _17 U- V) 0 z < 0 LL. cf- < 16� 0 < Lli Ld m 0 X 0 Lj Ld (.) EXIS11NG 2 x4" SYP x GIRDER GIRDER TRUSS TOP CHORD 0 m 0 uj 0 EXISTING ROOF uj z SHINGLES OVER 5/a" CDX of ry 0 PLYWOOD ROOF SHEATHING EXISTING 2 x4" SYP GIRDER z C,15 TRUSS DIAGONOL WEB W W CN < ui EXISTING ROOF _j I C.13 C.13�_l ADD 2"x4"xl6'-O" SYP NO.2 SHINGLES OVER 5/a CDX Li w/ SLOPED CUT AT ONE END PLYWOOD ROOF SHEATHING ry < cil AT TOP ON BOTH SIDES ,,--ADD 1pc SIMPSON A35 CLIP ANGLE I *lbl ui AT NEW BOTTOM CHORD INTERSECTION. q VO ui ADD 24 wide x 96"Iong PIECE FASTEN w/ 12-8dxl'/2" NAILS. A35 z OF 3/4" SUB-FLOOR PLYWOOD 12 9W 9W Lo SHEATHING BOTH SIDES OF TRUSS MODIFICATION 5 EXISTING 2 x4" SYP END z OUTLINE AND LIMITS JACK TRUSS TOP CHORD ui FASTEN w/ 7-10d COMMON OF NEW VAULTED CEILING ADD 2 x4"x2O'-O" SYP NO.2 WIRE "GUIN" NAILS (TYPICAL) uj PREENGINEERED ROOF TRUSSES REQUIRING MODIFICATION w/ SQUARE CUTS AT EACH END -------- --- TO CREATE THE NEW VAULTED CEILING AT BOTTOM ON BOTH SIDES ;77 77 U, z 2.Z, rvl EXIS11NG LOWER PORTION OF Al 2"x4" SYP GIRDER TRUSS DIAGONAL f__v ADD 2 x6"x6 -8" SYP NO.2 TO BE CUT OUT AND REMOVED CUT-TO-FIT EACH END. NEW VAULTED CEILING FRAMING PLAN PROVIDE 3" BEARING ON EXISTING ORIGINAL 2"x4" SYP GIRDER EXTERIOR WALL. TRUSS BOTTOM CHORD TO BE EXISTING EXTERIOR SCALE: 1/4" = ll'-011 CUT OUT AND REMOVED BEARING WALL - INDICATES PREENGINNERED ROOF TRUSS REQUIRING MODIFICATION TO CREATE THE NEW VAULTED CEILING CUT OUT AND REMOVE EXISTING PORTIONS OF THE PREENGINEERED ROOF TRUSS BOTTOM -.-CHRISMPHER C.KATH CHORD AFTER THE NEW BOTTOM CHORD IS FL P.E.36820 - INDICATES PREENGINNERED ROOF TRUSS REQUIRING INSTALLED AND FASTENED. MODIFICATION TO CREATE THE NEW HVAC ATTIC SPACE DESIGN CCK CHECKED A CCK SECTION AT END JACK TRUSS "EJ7" MODIFICATION DATE 06/30/2016 SCALE S E C T I ON 1/4 to = 1 0-019 I JOB NO. *�_l SCALE: 3/4" 1 -of$ NOTE: El 6-029 PREENGINEERED ROOF TRUSSES SHEET "Ciii"t "CJSP, AND "CJ59" SIMILA 6i J SHEET 1 OF 4 B Yq) (REVISIONS BUILDING PERMIT CCK EXISTING 2 of x4" SYP RE-ISSUE EXISTING ROOF TRUSS FLAT TOP C[ ORD 08/26/16 SHINGLES OVER 5/." CDX EXISTING 2"x4 of SYP EXISTING 2 to,x4" SYP PLYWOOD ROOF SHEATHING TRUSS DIAGONAL WEBS TRUSS VERTICAL WEBS EXIS11NG PRE-ENGINEERED ROOF TRUSSES 0 249, O.C. 12 EXISTING 2"x4" SYP 51 12 15 EXIS71NG 2 It x4" SYP TRUSS TOP CHORD TRUSS TOP CHORD EXISTING ROOF EXISTING 2 x4" SYP TRUSS TOP CHORD SHINGLES OVER 5/809 CDX PLYWOOD ROOF SHEATHING EXISTING 2 of x4" SYP TRUSS DIAGONOL WEB EXISIING 2"x4" Syp " EXISTING 2"x4*' SYP m z cn -H of TRUSS DIAGONAL WEBS TRUSS BOTTOM CHORD LIJ EXISTING EXTERIOR Z < Z EXISTING EXTERIOR ADD 2 to x4"xl6'-O" SYP NO.2 '.uj < of cr_ of Lj K_ 0 BEARING WALL oo 00 BEARING WALL w/ SLOPED CUT AT ONE END -170 x to Z a- III-- Z UJ 0 1 :j M M AT TOP ON ONE SIDE ONLY uj :3_j U.1 V) U-1 (n < Z U- or., E 00 LIJ I— I— _j Uj C*4 0 0 8'-699 0 1 70-6" 19 < > :1�CO < 24 11-110± 0 ADD 24 wide x 96"long PIECE :3 on < z OF 3/4" SUB-FLOOR PLYWOOD 0 �- < uj 4, E 1- 0 -J in 0 ,- (n C-4 SHEATHING THIS SIDE OF D 0 Z 04 (y x TRUSS MODIFICATION [j'f f5 W UJ 0) ui V) 0_3 ui e-I bj V)_3 a- 00 4-, 05; 0 0 _j 00 STEP ONE EXISTING PRE-ENGINEERtD ROOF TRUSS 'PA0119 Z 0 z U- NOTE: z DD 2 x4"x2O'-O" SYP NO.2 0 A 0 F= N(n uj UJ 0 PREENGINEERED ROOF TRUSSES M > W/ SQUARE CUTS AT EACH END 0 AT BOTTOM ON ONE SIDE ONLY V) V) < SECTION "AOlA" AND "A05" SIMILAR 'Yom — Z 0 1- uj ADD 2 x4"xl6'-O" SYP NO.2 a- af ry 0 SCALE: 1/2" 1 IV, IA .�2 LJ EXISTING LOWER PORTION OF VERIFY EXISTING UPLIFT CONNECTORS ARE W/ SLOPED CUT AT ONE END 2 of x4" SYP TRUSS DIAGONAL INSTALLED AT EACH END OF THE AT TOP ON ONE SIDE ONLY TO BE CUT OUT AND REMOVED EXISTING PREENGINEERED ROOF TRUSSES. to INSTALL 1pc SIMPSON MTS12 EACH END IF EXISTING 2 x4" SYP \",-EXISTING ORIGINAL 2"x4" SYP UPLIFT CONNECTORS ARE NOT INSTALLED. EXISTING ROOF EXISTING 2"x4" SYP TRUSS VERTICAL WEBS TRUSS BOTTOM CHORD TO BE , FASTEN w/ 14-10dxl 1/2" COMMON WIRE NAILS SHINGLES OVER 5/a CDX TRUSS FLAT TOP CHORD CUT OUT AND REMOVED PLYWOOD ROOF SHEATHING VAULT EXISTING 2 of x4to SYP ADD 2"x4v`x5`-6" SYP NO.2 TRUSS DIAGONAL WEBS DIAGONAL w/ SQUARE CUTS AT EACH END AT ONE SIDE ONLY SECTION AT TRUSS "AO1 " MODIFICATION EXISTING PRE-ENGINEERED I / z ROOF TRUSSES 0 24" O.C. ADD CONTINUOUS 2 x4" SYP NO.2 12 LATERAL BRACING AT THREE (3) 4 SECTION 51 LOCATIONS INDICATED. FASTEN w/ T-2 AL 3 4 1 -0 r T'I)I 0 4 2-12d COMMON WIRE NAILS EACH TRUSS WEB INTERSECTION. ADD 2 x4"x7'-2" SYP NO.2 7-10 DIAGONAL w/ ENDS CUT TO FIT NAILS 12 EACH END AT ONE SIDE ONLY of 111 11 5 WI ADD 2" 1 of It S VERTIC) EXISTING 2 x4" SYP ADD 2 x4"x6'-3" SYP NO.2 kL TRUSS TOP CHORD DIAGONAL w/ ENDS CUT TO FIT EACH END AT ONE SIDE ONLY ---------------- --------- L C) FASTEN w/ 2 ROWS ADD 2 x4"x2O'-O" SY NO.2 4-1 Od FASTEN w/ 9-10d COMMON z LLJ — 10d COMMON WIRE w/ SQUARE CUTS AT EACH END NAILS WIRE "GUN" NAILS (TYPICAL) 0 ry FASTEN w/ 9-10d COMMON "GUN" NAILS 0 6" O.C.9 VAULT AT BOTTOM ON ONE IDE ONLY it V) 0 1 STAGGERED ADD 2 x4"x6'-3" SYP NO.2 19 1_1 OPP LI _j WIRE "GUN" NAILS (TYPICAL) z z DIAGONAL w/ ENDS CUT TO FIT 8 1 21-6 1/4"t D > EXISTING EXTERIOR W cy) EACH END AT ONE SIDE ONLY BEARING WALL 00 u- 9 EXISTING EXTERIOR 5 9_1110± 0 129-3" 5 _1 i Iv± z Ld BEARING WALL 2 2 2 Lj. < I— V) 0 0 0 En A IA I I I I < A > @ x uj 'CN 'N 0 LIJ m LIJ Of 0�1 STEP TWO FRAMING MODIFICATIONS TO iv 0 Z m EXISTING PRE-ENGINEERED ROOF TRUSS "AO1 '/2 2 9-1'/2 to ry 0 0-) r S E C TI 0 N 0 --1- z 2 9�14 CN < .�2 SCALE: 1/2*' = l'--O" ry UJ < CV ADD 24 "wide x 96"long PIECE ADD TRAPAZOIDAL PIECE OF 4 1 1 3 " SUB-FLOOR PLYWOOD ut T-2 VAULT OF 3/4' SUB-FLOOR PLYWOOD /4 MODIFIED PRE-ENGINEERED SHEA"Pff ING THIS SIDE OF SHEATHING THIS SIDE OF ROOF TRUSSES 0 24" O.C. TRUSS MODIFICATION TRUSS MODIFICATION ------ ---- ---------- --- ------ ADD 24" wide PIECE OF V4 ADD TRAPAZOIDAL PIECE OF 3 2 1/2" 1/2 SUB-FLOOR PLYWOOD 3/4" SUB-FLOOR PLYWOOD 12 /4 SHEA-MING THIS SIDE OF 51 SHEATHING THIS SIDE OF APPROXIMATE PLYWOOD PANEL DIMENSIONS TRUSS MODIFICATION A TRUSS MODIFICATION X v. r5 DETAIL 12 ADD TRIANGULAR PIECE OF 01 , 101 15 2 1 -0 3/ "A' �2 SCALE: 1 4 SUB-FLOOR PLYWOOD ;0I EXISTING 2 x4" SYP MUSS TOP CHORD SHEATHING THIS SIDE OF 7, :'.. I' '/v TRUSS MODIFICATION /2 H94011 NOTE:or' 0'1 f 0 OZ 2/LZ Z/_ZZ PLYWOOD DIMENSIONS VERIFY THE 3/. IN THE FIELD BASED UPON THE EXISTING d- PREENGINEERED ROOF TRUSS DIMENSIONS CUT OUT AN REMOVE EXIS11NG PORTIONS CHRISTOPHER C.KATH OF THE FIRE NGINEERED ROOF TRUSS BOTTOM FL P.E.3W20 EXISTING EXTERIOR VAULT EXISTING EXTERIOR BEARING WALL CHORD, VERlICAL WEBS, AND DIAGONAL BEARING WALL z z WEBS AFffR ALL 3/4" PLYWOOD SHEATHING DESIGN co —1 �cn _j IS INSTALLED AND FASTENED. 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