ArchitectsLLC
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0::: 0 LL C'lfNERAL DEMOLITION NOTES I. LOCATE, IDENTIFY, -T OFF, DISCONNECT, AND 5EAL OFii CAP OFF INDICATED UTILITY 51:RVICE5 AND MECMANICALI ELECTRICAL 5T5TEM5 51:RVIMC; Al'<EA5 TO l9E 51:LECTIYELT DEMOLl5f.lED. 2. Pl<OVIDE TEMPOF<Al'rr BAfiil<ICADE5 AND OTf.lER Pl<OTECTION l'<EQJll'<ED TO Pl<EYENT IN.A.ll<l' TO F!:OFLE AND DAMAGE TO ADJACENT BUILDING5 AND FACILITIE5 TO l'<EMAIN. 3. f'l<OYIDE AND MAINTAIN �- MACIMC;, AND emuc� 5UFPOR1'5 A5 l'<EQJll'<ED TO Pi.ES!:� 5TABILITY AND Pi.EVENT MOVEMENT, 51:TTLEMENT, OFii COLLAPSI: Of' CONSmucTION AND FIN15f.lE5 TO l'<EMAIN, AND TO Pi.EVENT UNEXPECTED OFii l.t,ICON�LLED MOVS"IENT OFii COLLAPSI: Of' CON5muCTION 19EIMC; DEMOLl5f.lED. 4. PlsOYIDE TEMPOF<Al'rr IIEATMER Pl<OTECTION TO Pi.EVENT WA� LE,-IKAGE AND DAMAGE TO emucTl.ll'<E AND INTERIOFii A-. &. MAINTAIN EX16TIMC; 6UILDIMC; emuc:Tl.ll'<E AND ENVELOPE NOT INDICATED TO l9E DEMOLl5f.lED. DO NOT DEMOLlllll 5UCll EXl&TIMC; CON&mucTION 19ETOND INDICATED LIMIT&. 6. NEATLT CUT OF!:NING& AND llOLE5 PLUM6,5QJAl'<E, AND muE TO DIMEN610N5 l'<EQJll'<ED. U8E CUTTIMC; METllOD5 LEAST Lll<ELT TO DAMAGE CON5mucTION TO l'<EMAIN OFii ADJOINIMC; CON&mucTION.
DEMOLITION PL.ANS KEY NOTES:
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l<EMOYE EXISTING EXTl'<EIOFii 19E- WALL AND WINDOWS - DA5f.lED. ADEQJATELT - EXISTING emucrui.e. l'<EMOYE EXl5TIMC; WINDOW 6llOWN DA5f.lED. l'<EMOYE EX15TIMC; KITCf.lEN CABINETS AND APPLIANCE& 6llOWN DA5f.lED.
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l'<EMOYE EXl5TIMC; 6UILT-IN 5EATING 5f.lOIIN DA5f.lED. l<EMOYE EX15TIMC; NON-19EARIMC; WALL& AND DOOFii& 6llOWN DA5f.lED. l<EMOYE EX15TIMC; WA5f.lEf</ Dl'rrER FLATI'OliN DOWN TO EX15TIMC; CONC. FLOOFii l'<EMOYE EXISTIMC; WALL TO ll!DEN EXISTIMC; PA&&c\GI: OFEN!t6. l'<EMOYE EXISTIMC; BATHROOM WALL ALOMC; Win+ SINK AND llllOWER ilHOIIN DA5f.lED.
loc: 239 SIMS ROAD SW PATASKALA, OH 43062 job: KS022-008
D1
date: MAY 24, 2023
ArchitectsLLC
illiams hepherd
ArchitectsLLC
illiams hepherd
ArchitectsLLC
illiams hepherd
ArchitectsLLC
illiams hepherd
illiams hepherd
1. DESIGN LIVE LOADS: ROOF SNOW LOAD BASED ON 20 PSF GROUND SNOW LOAD. FLOOR LIVE LOAD = 40 PSF 2. ROOF CONSTRUCTION: 1/2” APA RATED PLYWOOD. PANEL INDEX 32/16. INTERIOR WITH EXTERIOR GLUE. EXPOSURE 1. INSTALL WITH 8D NAILS AT 6"C/C AT SUPPORTED PANEL EDGES AND 8D NAILS AT 12"C/C AT INTERMEDIATE SUPPORTS. 3. FLOOR CONSTRUCTION: ¾” APA RATED PLYWOOD. PANEL INDEX 40/20. INTERIOR WITH EXTERIOR GLUE. EXPOSURE 1. INSTALL WITH 8D NAILS AT 6” C/C AT SUPPORTED PANEL EDGES AND 8D NAILS AT 12” C/C AT INTERMEDIATE SUPPORTS. 4. VERIFY ALL WOOD TRUSS DIMENSIONS AND GEOMETRIES WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO DESIGNING AND FABRICATING TRUSSES. SEE WOOD TRUSS PROFILES ON SHEET S2. 5. SPACE WOOD TRUSSES AT 2'-0” ON CENTER, TYPICAL UNLESS NOTED. 6. WOOD TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS: LOAD BOTTOM CHORD TOP CHORD DEAD 10 PSF 10 PSF LIVE 20 PSF WIND 14 PSF (NET UPLIFT) SEE PLAN FOR ADDITIONAL LOADS. TRUSSES SHALL BE DESIGNED FOR UNBALANCED AND DRIFTED SNOW IN ACCORDANCE WITH THE GOVERNING BUILDING CODE. LOADS SHALL BE COMBINED USING LOAD COMBINATIONS IN ADDORDANCE WITH THE GOVERNING BUILDING CODE. 7. WOOD TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTION TOTAL LOAD = SPAN/240; LIVE LOAD = SPAN/360 8. ALL DIMENSIONAL LUMBER TO BE No.1/No.2 SPRUCE-PINE-FIR, OR BETTER. 9. LAMINATED VENEER LUMBER (LVL): PLANT MANUFACTURED OF 1/10" TO 1/8" DOUGLAS FIR OR SOUTHERN PINE VENEERS GLUED IN A CONTINUOUS PROCESS WITH ALL GRAIN PARALLEL TO THE LENGTH OF THE MEMBER. 10. METAL FRAMING ANCHORS AND CONNECTORS _ NOMENCLATURE BASED ON ANCHORS MANUFACTURED BY SIMPSON STRONG-TIE CO. INC. 11. CONSTRUCTION REQUIREMENTS: A. MAKE ALL CUTS TRUE AND SQUARE FOR FULL BEARING AT STRUCTURAL JOINTS. B. SPLICE WALL TOP PLATES ONLY AT STUDS. STAGGER SPLICES AT LEAST TWO STUDS SPACES. OVERLAP DOUBLE TOP PLATES AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS. C. CONNECT ALL FRAMING SECURELY TOGETHER WITH NAILS, SPIKES, OR FRAMING ANGLES PER TABLE 2304.10.1 D. PROVIDE DOUBLE FULL HEIGHT STUDS BESIDE ALL OPENINGS EXCEPT AS NOTED. E. PROVIDE ONE 2x MEMBER FOR EACH 2” NOMINAL WALL THICKNESS AT HEADERS. ALL HEADERS SHALL BEAR ON JACK STUDS AT EACH END. F. PROVIDE PLYWOOD FILLERS BETWEEN 2x MEMBERS IN HEADERS. FILLERS SHALL BE CONTINUOUS PIECES FOR THE LENGTH OF OPENING AND SHALL BE GLUED AND NAILED WITH 2 ROWS OF 10d NAILS AT 12"c/c. G.BRIDGING FOR FLOOR, ATTIC AND ROOF JOIST: NOT LESS THAN ONE LINE FOR EACH EIGHT FEET OF SPAN FOR MEMBERS 2X10 AND DEEPER. H. ANCHOR WALL SILL PLATES TO FOUNDATION WITH 1/2 INCH DIAMETER ANCHOR RODS. THERE SHALL BE A MINIMUM OF TWO ANCHORS PER SECTION OF PLATE WITH ONE ANCHOR LOCATED WITHIN TWELVE INCHES FROM THE ENDS OF EACH SECTION OF PLATE. INTERMEDIATE ANCHORS SHALL BE SPACED AT 6 FEET c/c MAXIMUM. THE ANCHORS SHALL BE EMBEDDED 8 INCHES IN GROUTED MASONRY. 12. MINIMUM COMPRESSIVE STRENTH OF MASONRY (f'm) IS TO BE 2000 PSI. ALL HOLLOW AND SOLID LOAD BEARING CONCRETE MASONRY UNITS ARE TO BE NORMAL WEIGHT, ASTM C90, WITH MORTAR AS TYPE S, ASTM C270.
ArchitectsLLC
FRAMING NOTES
ArchitectsLLC
illiams hepherd
ArchitectsLLC
illiams hepherd
ArchitectsLLC
illiams hepherd
ArchitectsLLC
illiams hepherd