WORK PLANS - Laserfiche WebLink

Home Browse Search

TO EXIST PARAPET NEW CONT 3x3x18 GA BENT PLATE LEGEND: WITH #8 WOOD SCREWS AT 6" OC CONT 3x3x18 GA DENOTES LIMITS OF 5/8" WOOD ROOF #10 TEK SCREW CONT 3x3x18 GA BENT PLATE EXISTING PARAPET BENT PLATE F SHEATHING (REF PLAN NOTE #1) Z AT 16" OC WITH 8 WOOD SCREWS AT 6" OC TO REMAIN EXISTING PARAPET � TO EXIST PARAPET # #10 TEK SCREW AT 6" SLOPE DENOTES DIRECTION OF ROOF SLOPE COORD WITH ARCH Architect of Record: STUDS TO REMAIN #10 TEK SCREW AT 6" OC TO BLOCKING ( ) OC TO BLOCKING #10 TEK SCREW #10 TEK SCREWMariah B. EXISTING SHEATHING AT 16" OC AT 16" OC H1 DENOTES HEADER suite Met Meyer EXISTING PARAPET EXISTING ROOF SHEATHING S131MetcalfAvenue 300 TO REMAIN ROOF SHEATHING STUDS TO REMAIN #10 TEK SCREW AT 6 SHEATHING REF PLAN NOTES (REF HEADER SCHEDULE THIS SHEET) Overland Park,KS 66204 REF PLAN NOTES OC TO BLOCKING TO EXIST SHEATHING TO MTL STUD EL DENOTES DOUBLE STUD AT SHEAR www.brrarch.com TO MTL STUD EL WALL END; REF DET 7-SO.0 FOR Tel:913-262-9095 EXISTING SHEATHING i + + MATCH EXISTING + + - - - - - MATCH EXISTING TO REMAIN ROOF SHEATHING I+ + Fax:913-262-9044 1+ 1+1 REF PLAN NOTES FURTHER INFO +�+ _ _ TO MTL STUD EL #8 WOOD CREW + + F PLAN FOR MTL STUD JOIST + DENOTES DIMENSIONS TO BE FIELD VERIFIED EXISTING WOOD I I I - - - - - - - MATCH EXISTING AT 6" C JOIST / TRUSS I I I 1 80OS162-43 AT EVERY OTHER BLOCKING TO REMAIN I I I 800S162-43 AT 16" OC - - - - - - - - I SPACE; ATTACH TO RAFTER EA END WITH w Z F o EXISTING 2x I I I " D o z Z w W w Q BLOCKING TO REMAIN bt EXISTING WOOD4 I ( ) # CONT 3x3x18 GA BENT PLATE; L2x2x16 GAxO -9 AND 3 10 TEK w w w.a =o 0 0 L2x2x16 GAxO -5 SCREWS EA LEG w w Q a o W o L,o o W I I JOIST / TRUSS i I I PLAN NOTES: � wir=zLL�� ~�Z Z NOTE: I I I ATTACH TO BLOCKING WITH TO REMAIN WITH (3) #10 TEK I 1. ROOF SHEATHING: 5/8" APA-RATED WOOD SHEATHING (32/16) WITH O >- =w Q Z 10 TEK SCREWS AT 6" OC SCREWS EA LEG CONT 3x3x18 GA BENT PLATE ~J Za"~"� REF SECT 3-S2.0 AND I I I # NEW 2x8 LEDGER; EXISTING WOOD I EXPOSURE 1 CLASSIFICATION. SHEATHING SHALL BE PLACED IN FULL 4'x8' z a o a Z o 5-S2.0 FOR INFORMATION TRUSS TO REMAIN-/ ATTACH TO BLOCKING WITH #10 TEK O W N o Z W.W.o w Z ATTACH TO EXISTINGI I PANELS AS MUCH AS POSSIBLE WITH LONG DIMENSION (FACE GRAIN) � „Q�� „o o W-��o a SHOWN BUT NOT NOTED. I I I REF FRAMING PLAN FOR SCREWS AT 6" OC Z o W w WOOD WALL STUDS WITH MTL STUD JOIST, TYP I ORIENTED TO SPAN ACROSS RAFTERS, STAGGER END JOINTS. ATTACH a V)°a,LL�,=a J Z a a (2) 10d NAILS EA STUD I SHEATHING TO RAFTERS WITH #10 PANHEAD SELF-DRILLING/TAPPING SCREWS �z W o m a L w z rr w it » 0O�-Uj< 0x5awo�o== (1) LAYER OF WOOD I WITH A MINIMUM HEAD DIAMETER OF 0.292 INCH SPACED (9 6 OC AT PANEL � U)W z�t o w o 0 0�o =,noa=�u �Wrcz=z=o SHEATHING; REF SECT =you a=o�aa~aa~ 1 NOTE: NOTE: EDGES & 12 OC IN THE FIELD. REF SECT 4-S2.0 FOR 1 REMOVE EXISTING 2. ALL ELEVATIONS BASED ON FINISH FLOOR EL 100'-0". FIELD VERIFY ACTUAL 4-S1.0 FOR ATTACHMENTS------_ EXIST EXTERIOR FINISH EXIST WOOD STUD I I I INFORMATION SHOWN I EXTERIOR FINISH PRIOR FINISH FLOOR ELEVATION. BUT NOT NOTED. I TO CONSTRUCTING NEW 3. SEE DWG FOR GENERAL NOTES. TO BE REMOVED TO REMAIN EXIST EXTERIOR FINISH STUD WALL CONSULTANT LOGO EXIST WOOD STUD I I TO REMAIN (REMOVE 1 � 4. SEE FOUNDATION PLAN & ARCHITECTURAL DWGS FOR DIMENSIONS NOT SHOWN. TO REMAIN I �I I AS READ AT ROOF) I 5. AT ALL ROOFTOP EQUIPMENT AND PIPE PENETRATIONS PROVIDE 60OS162-43 EXIST WOODSTUD I METAL STUDS IN BETWEEN ROOF RAFTERS. AT ENDS OF STUDS PROVIDE L2x2x18GA x 0'-4"; ATTACH TO METAL STUDS WITH (2) #10 TEK SCREWS EA JOHNSTON TO REMAIN I (1) LAYER OF WOOD LEG. REF ARCH/MECH FOR EXACT LOCATION OF ROOFTOP EQUIPMENT AND PIPE BURKHOLDER SHEATHING; REF SECT PENETRATION. JBAAsSOCIATES 4-S1.0 FOR ATTACHMENTS 6. ON EXISTING BUILDING AT ALL ROOFTOP EQUIPMENT AND PIPE PENETRATIONS consulting structural engineers PROVIDE 2x6 WOOD BLOCKING BELOW CURB/RAIL BETWEEN WOOD JOISTS. 930 CENTRAL KANSAS CITY,Mo 64105 NEW WALL AT EXISTING NEW WALL AT EXISTING NEW WALL AT EXISTING CONNECT ENDS TO JOIST/TRUSS WITH SIMPSON L50; REF ARCH/MECH FOR (816)421-4200 WWW.JBAENGR.COM NOTE: JBA PROJECT #19310 7 REF SECT 3-S2.0 FOR EXACT LOCATION OF ROOFTOP EQUIPMENT AND PIPE PENETRATIONS. 3/4"=1'-0" 3/4"=1'-0" INFORMATION SHOWN 3/4"=1'-0" 7. PROVIDE (2) 60OS162-43 MTL STUDS AT JAMBS FOR MTL STUD OPNGS, TYP. I BUT NOT NOTED 8. REF DETAIL 3-SO.0 FOR HEADER AND JAMB FRAMING AT NEW OPNG IN EXISTING WOOD STUD WALL. TO PARAPET CONT 3x3x18 GA BENT PLATE; TO PARAPET I w ROOF SHEATHING; REF FRAMING PLAN cD z REF ARCH AT SPLICES PROVIDE (1) #10 REF ARCH CONT 3x3x18 GA BENT PLATE; AT I REF PLAN NOTES FOR MTL STUD JOIST < o TEK SCREW III SPLICES PROVIDE (1) #10 TEK SCREW I O Q ATTACH ROOF SHEATHING CONT 3x3x18 GA BENT PL WITH #10 TEK SCREW AT EA STUD - TO MTL STUD EL I I TO BENT PLATE WITH 10 (1) #10 TEK SCREW EA LEG, TYP-/l .� + + MATCH EXISTING 60OS162-43 BLOCKING # III AND 6 OC TO BLOCKING I+ + � BETWEEN EACH STUD I I TEK SCREWS AT 6 OC 60OS162-43 BLOCKING III ROOF SHEATHING; 1+ +1 HEADER SCHEDULE ROOF SHEATHING; BETWEEN EACH STUD ill REF PLAN NOTES Q w w FREF PLAN NOTES I ROOF RAFTERS; HEADER TYPE & SIZE TO MTL STUD EL TO MTL STUD EL WALL LOCATION ATTACHMENT REMARKS � o 60OT125-43 CONT I 1 MARK THICKNESS X HEIGHT Q M w w SIMPSON TB27 BRIDGING REF PLAN iLi Uj MATCH EXISTING + + VARIES - - - - RUNNER TRACK DTL N w JTHI��I�i ++ AT 5'-0" OC MAX I I H1 6" METAL STUD WALL (2) 60OS162-43 STUDS WITH 60OT125-43 TRACK T&B #10 TEK SCREWS AT 6" OC U N } o III+ +11 ++ 1 � SIMPSON S/H2.5 2-S2.0 & 3-S0.0 � II + + _ _ _ _ I I EA SIDE #10 TEK SCREW AT EA STUD ��I I ATTACH EXTERIOR WOODI I H2 6" METAL STUD WALL (2) 120OS162-43 STUDS WITH 60OT125-43 TRACK T&B #10 TEK SCREWS AT 6" OC DTL 0 w o I I SHEATHING TO BLOCKING Wl I REF SECT 2-S1.0 FOR STUDS 2-S2.0 & 3-S0.0 O Z w 0 o#8 TEK SCREWS AT 6 OCi III REF PLAN FOR MTL I I 1 H3 ROOF - RAFTER BRG (2) 120OS162-43 STUDS WITH 60OT125-43 TRACK T&B #10 TEK SCREWS AT 6" OC 2-S2.0 &L3-SO.0 O III 1 REF FRAMING PLAN FOR III STUD ROOF JOIST 0- O (6) #10 TEK SCREWS ii MTL STUD ROOF JOIST I (1) LAYER OF GYP BD I - I— o ill I " STUD BRIDGING REF EXISTING WOOD STUD N �� ( ) L2x2x16 GAxO -5 WITH (3) #10 1 EACH SIDE; REF ARCH I H4 (3) 2x6 STUDS WITH (2) 1/2 PLYWOOD SPACERS REF DTL 3-S0.0 REF DTL 3-S0.0 r1/ C� o AT EA STUD, TYP �� 1 LAYER OF WOOD SHEATHING; i SECT 5-S0.0 WALL LL N III 1 i I TEK SCREWS EA LEG I I co REF SECT 2-S1.0 FOR III I ATTACHMENTS III (3) #10 TEK SCREWS NOTE: 111 1 II AT EQ SPACING 362T125-43 CONT NEW ADDITION REF SECT 3-S2.0 FORIII 1 II TRACK EA END /----- INFORMATION SHOWN III I NOTE: III 800S162-43 AT 16 OC 1 REF PLAN AND m BUT NOT NOTED III I EXISTING ADJACENT II1 1 (6) #10 TEK SCREWS I 1 i SCHEDULE FOR HEADER � III I FREEZER NOT SHOWN � ill AT EA STUD, TYP 1 ( ' zm III 1 (AT SIM) 1 REF SECT 2-S1.0 FOR WALL STUD I - - - - - - - - - - - - - / - - - - - - - - - - - - - EXTERIOR FINISH; 111 1 II (CONTINUOUS FROM TOP OF SLAB TO OPNG EL 1A REF ARCH III I I ill TO TOP OF PARAPET) REF ARCH S2.0 lil 11 ISSUE BLOCK II EXTERIOR FINIS H• III 1 362S162-43 AT 16 OC REF ARCH FOR S2.0 l 1 REF ARCH II STUD BRIDGING REF SECT 5-SO.0 STOREFRONT NO. DATE DESCRIPTION EXISTING ROOF AT PERIMETER WALL ROOF AT PERIMETER WALL HEADER AT NEW OPENING BUILDING , -- - I I 4 3/4"=1'-0" 3 3/4"=1'-0" 3/4"=1'-0" I EXISTING WOOD STUD 1 32'-0" WALL TO REMAIN KEY PLAN 13'-3" 6'-1" EXISTING WOOD TRUSS TO REMAIN, TYP 2 38'-8" EXISTING S2.0 BUILDING CHECKED BY: BJH REF NOTE _ _ _ _ _ 4 #7, TYP S2.0 DRAWN BY: SMK 1 '-3"f 11 DOCUMENT DATE: 09/01/20 EXISTING EXTERIOR - FREEZER TO REMAIN 4 S2.0 I S2.0 PROTO TYPE: REMODEL S2.0 PROTO CYCLE: 2020 QUARTER 1 H2 2 REF PLAN NOTE #6 FOR j NEW FRAMING BELOW PROFESSIONAL SEAL I NOTE: 7 3 CONTRACTOR SHALL FIELD S2.0 " S2.0pE-� ' 80 S16 -5 MT S D RAFTERS AT 16" OC VERIFY EXISTING CONDITIONS. 8 OS1 2- 4 M STUD RAFTERS AT 6 CC>� / ,^ �� ANY DISCREPANCIES SHALL - i��,'�, SIMPSON STRONG-TIE BE BROUGHT TO THE - - - - - - - - - - - - - - - - - - - - - - - - - - - I 00 ml 1, 3 TB27 BRIDGING ® DOUBLE STUD JOIST ATTENTION OF THEC mf to 7 ARCH/ENGINEER IMMEDIATELY. I S2.0 5'-0" o.c. MAX. ► SIMPSON STRONG-TIE j, r � S2.0 EXISTING ROOF � TB27 BRIDGING ® SIM HATCH TO _ 5'-0" o.c. MAX. NOTE: REMAIN00 - - - - - - - - - - - - - - - - - - - - ALL DIMENSIONS ARE TO _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - CA�1,P FACE OF SHEATHING REF NOTE #8 09/02/20 REMOVE EXISTING II f H��CHEDAMING A-A IN / / / � � NOTE: ♦ 1 MATCH EXISTING ROOF _ HEIGHT AT NEW ADDITIONS; - - - - - - - - - REF ARCH FOR SLOPE AT - - - - - - - - - - - - - - - EXISTING WOOD TRUSS I EXISTING WOOD 2x10 NEW ROOF. PARTIAL ROOF FRAMING TO REMAIN, TYP S2 0 1 1 EXISTING WOOD STUD N JOIST TO REMAIN, TYP--,,,. WALL TO REMAIN /4 0 PLANS AND DETAILS II II -91 PARTIAL ROOF FRAMING PLAN PARTIAL ROOF FRAMING PLAN SHEET: 1A 1/4"=19-0" 1 1/4"=1 1-0" S2 . 0