Loading...
HomeMy WebLinkAboutBuilding plans of 3 Bedroom Home Remodel� — — �i— — — — — — rIS�pS & SKIP(60A�n — REAR ELEVATION SCALE: 1/4" = 1'-0" /IIVII'A,I II. Vtl ,1\11VU VY/ I vu FW5 & 5KIF( C OApn RIGHT ELEVATION SCALE: 1/4" = F-0" VV!'U., V r KUM I VP Ur IV1VLv I Lnl I vNYI I vr\ ru_, ruvv ?I -� _ 51.A�,1Yr, 2 G�N�� orll Ni — — — — — — — — — — — — — — — — — — — — J Nc I NO yNOF MgsS9c DOME%W tiG DeANGELO 4 STRUCTURAL cn No, 35062� � v� 4� a -: O O u Q �U z a Q U O r-+ d' o 0 Y �- F o� �f1 � �w## �I x �O co M---I O 0 CV � c C�1 U � s0 � Cal V Y 1,10 S S Q — CV O S P 13 1022 HEALTH GEPT PAS; 2022-01-26 SHEAR WALL "A" CONSTRUCTION (SEE PLAN FOR DIMENSIONS) SECOND FLOOR TO THE UNDERSIDE OF THE ROOF PLYWOOD -2X6 STUDS SPACED AT 16" ON CENTER WITH 2-2X6 STUDS AT EACH END. -1/2" EXTERIOR GRADE PLYWOOD (MINIMUM) NAILED W18D COMMON NAILS SPACED AT 3" ON CENTER AROUND THE PERIMETER OF THE SHEAR WALL DIMENSIONS AND ALL INTERIOR JOINTS. NOTE: PLYWOOD TO SPAN VERTICALLY FROM FLOOR TO ROOF OR PROVIDE SOLID BLOCKING AT ALL HORIZONTAL PLYWOOD JOINTS NAILED AT 3" ON CENTER (STAGGERED). PROVIDE 8D COMMON NAILS SPACED AT 12" ON CENTER ELSEWHERE. -CONNECT THE 2-2X6 STUDS AT EITHER END OF THE SHEAR WALL TO THE STUDS BELOW WITH (2) SIMPSON HDU2-SDS2.5 HOLDOWNS-ONE LOCATED ON TOP OF THE SECOND FLOOR SHOE AND ONE LOCATED BELOW THE FIRST FLOOR DOUBLE TOP PLATE. -ALTERNATE: CONNECT THE 2-2X6S AT EITHER END OF THE SHEAR WALL TO THE STUDS BELOW WITH (2) SIMPSON LSTA24 STRAPS CENTERED ON THE SECOND FLOOR SHOE. FOUNDATION TO SECOND FLOOR -2X6 STUDS SPACED AT 16" ON CENTER WITH 2-2X6 STUDS AT EACH END. -1/2" EXTERIOR GRADE PLYWOOD (MINIMUM) NAILED W/8D COMMON NAILS SPACED AT 3" ON CENTER AROUND THE PERIMETER OF THE SHEAR WALL DIMENSIONS AND ALL INTERIOR JOINTS. NOTE: PLYWOOD TO SPAN VERTICALLY BETWEEN FLOORS OR PROVIDE SOLID BLOCKING AT ALL HORIZONTAL PLYWOOD JOINTS NAILED AT 3" ON CENTER (STAGGERED). PROVIDE 8D COMMON NAILS SPACED AT 12" ON CENTER ELSEWHERE. -CONNECT THE 2-2X6 STUDS AT EITHER END OF THE SHEAR WALL TO THE FOUNDATION WITH A SIMPSON HDU5-SDS2.5 HOLDOWN. THE HOLDOWN SHALL BE LOCATED ON TOP OF THE FIRST FLOOR SHOE, CONNECTED TO THE 2-2X6 STUDS WITH (14) SIMPSON SIDS '/V X 2-1/2" SCREWS, AND CONNECTED TO THE CONCRETE WITH A 5/8" DIAMETER ANCHOR BOLT EPDXIED INTO THE CONCRETE A MINIMUM OF 8". PROVIDE SOLID BLOCKING BETWEEN THE UNDERSIDE OF THE FIRST FLOOR AND THE TOP OF THE FOUNDATION WALL AT BOTH HOLD DOWN LOCATIONS. SHEAR WALL "B" CONSTRUCTION (SEE PLAN FOR DIMENSIONS) SECOND FLOOR TO THE DOUBLE TOP PLATE -2X6 STUDS SPACED AT 16" ON CENTER WITH 2-2X6 STUDS AT EACH END. -1/2" EXTERIOR GRADE PLYWOOD (MINIMUM) NAILED W/8D COMMON NAILS SPACED AT 3" ON CENTER AROUND THE PERIMETER OF THE SHEAR WALL DIMENSIONS AND ALL INTERIOR JOINTS. NOTE: PLYWOOD TO SPAN VERTICALLY BETWEEN FLOORS OR PROVIDE SOLID BLOCKING AT ALL HORIZONTAL PLYWOOD JOINTS NAILED AT 3" ON CENTER (STAGGERED). PROVIDE 8D COMMON NAILS SPACED AT 12" ON CENTER ELSEWHERE. -CONNECT THE 2-2X6 STUDS AT EITHER END OF THE SHEAR WALL TO THE RIM BOARD 1�fITH (2) SIMPSON LSTA 24 STRAPS CENTERED ON THE SECOND FLOOR SHOE. FOUNDATION TO THE UNDERSIDE OF THE SECOND FLOOR -SIMPSON SSW24X9 STEEL STRONG WALL INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. SHEAR WALL "C" CONSTRUCTION (SEE PLAN FOR DIMENSIONS) SECOND FLOOR TO THE UNDERSIDE OF THE ROOF PLYWOOD -2X6 STUDS SPACED AT 16" ON CENTER WITH 2-2X6 STUDS AT EACH END. -1/2" EXTERIOR GRADE PLYWOOD (MINIMUM) NAILED W/8D COMMON NAILS SPACED AT 3" ON CENTER AROUND THE PERIMETER OF THE SHEAR WALL DIMENSIONS AND ALL INTERIOR JOINTS. NOTE: PLYWOOD TO SPAN VERTICALLY FROM FLOOR TO ROOF OR PROVIDE SOLID BLOCKING AT ALL HORIZONTAL PLYWOOD JOINTS NAILED AT 3" ON CENTER (STAGGERED). PROVIDE 8D COMMON NAILS SPACED AT 12" ON CENTER ELSEWHERE. -CONNECT THE 2-2X6 STUDS AT EITHER END OF THE SHEAR WALL TO THE STUDS BELOW WITH (2) SIMPSON HDU2-SDS2.5 HOLDOWNS-ONE LOCATED ON TOP OF THE SECOND FLOOR SHOE AND ONE LOCATED BELOW THE FIRST FLOOR DOUBLE TOP PLATE. -ALTERNATE: CONNECT THE 2-2X6S AT EITHER END OF THE SHEAR WALL TO THE STUDS BELOW WITH (2) SIMPSON LSTA24 STRAPS CENTERED ON THE SECOND FLOOR SHOE. FOUNDATION TO SECOND FLOOR -2X6 STUDS SPACED AT 16" ON CENTER WITH 2-2X6 STUDS AT EACH END. -1/2" EXTERIOR GRADE PLYWOOD (MINIMUM) NAILED W/8D COMMON NAILS SPACED AT 3" ON CENTER AROUND THE PERIMETER OF THE SHEAR WALL DIMENSIONS AND ALL INTERIOR JOINTS. NOTE: PLYWOOD TO SPAN VERTICALLY BETWEEN FLOORS OR PROVIDE SOLID BLOCKING AT ALL HORIZONTAL PLYWOOD JOINTS NAILED AT 3" ON CENTER (STAGGERED). PROVIDE 8D COMMON NAILS SPACED AT 12" ON CENTER ELSEWHERE. -CONNECT THE 2-2X6 STUDS AT THE EXTERIOR END OF THE SHEAR WALL TO THE FOUNDATION WITH A SIMPSON HDU5-SDS2.5 HOLDOWN. THE HOLDOWN SHALL BE LOCATED ON TOP OF THE FIRST FLOOR SHOE, CONNECTED TO THE 2-2X6 STUDS WITH (14) SIMPSON SIDS ''%" X 2-1/2" SCREWS, AND CONNECTED TO THE CONCRETE WITH A 5/8" DIAMETER ANCHOR BOLT EPDXIED INTO THE CONCRETE A MINIMUM OF 8". PROVIDE SOLID BLOCKING BETWEEN THE UNDERSIDE OF THE FIRST FLOOR AND THE TOP OF THE FOUNDATION WALL. -CONNECT THE INSIDE END OF THE SHEAR WALL TO THE BEAM BELOW WITH (4) SIMPSON LSTA24 STRAPS CENTERED ON THE FIRST FLOOR SHOE. FIRST FLOOR PLAN SCALE: 1/4" = F-0" v� U Q uU WE p 0 U fl O d- W `S O � O � o O� S v � # # x � d\ l 1 O �1 �1 0o 0O � � x Cal U � s0 V � O CQ N 0 r� �0 Q C� C N # # S1� `{. Lr_0 r:r PAS: 2022-07-26 b 1 SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" SHEAR WALL "A" CONSTRUCTION (SEE PLAN FOR DIMENSIONS) SECOND FLOOR TO THE UNDERSIDE OF THE ROOF PLYWOOD -2X6 STUDS SPACED AT 16" ON CENTER WITH 2-2X6 STUDS AT EACH END. -112" EXTERIOR GRADE PLYWOOD (MINIMUM) NAILED W/8D COMMON NAILS SPACED AT 3" ON CENTER AROUND THE PERIMETER OF THE SHEAR WALL DIMENSIONS AND ALL INTERIOR JOINTS. NOTE: PLYWOOD TO SPAN VERTICALLY FROM FLOOR TO ROOF OR PROVIDE SOLID BLOCKING AT ALL HORIZONTAL PLYWOOD JOINTS NAILED AT 3" ON CENTER (STAGGERED). PROVIDE 8D COMMON NAILS SPACED AT 12" ON CENTER ELSEWHERE. -CONNECT THE 2-2X6 STUDS AT EITHER END OF THE SHEAR WALL TO THE STUDS BELOW WITH (2) SIMPSON HDU2-SDS2.5 HOLDOWNS-ONE LOCATED ON TOP OF THE SECOND FLOOR SHOE AND ONE LOCATED BELOW THE FIRST FLOOR DOUBLE TOP PLATE. -ALTERNATE: CONNECT THE 2-2X6S AT EITHER END OF THE SHEAR WALL TO THE STUDS BELOW WITH (2) SIMPSON LSTA24 STRAPS CENTERED ON THE SECOND FLOOR SHOE. FOUNDATION TO SECOND FLOOR -2X6 STUDS SPACED AT 16" ON CENTER WITH 2-2X6 STUDS AT EACH END. -1/2" EXTERIOR GRADE PLYWOOD (MINIMUM) NAILED W/81) COMMON NAILS SPACED AT 3" ON CENTER AROUND THE PERIMETER OF THE SHEAR WALL DIMENSIONS AND ALL INTERIOR JOINTS. NOTE: PLYWOOD TO SPAN VERTICALLY BETWEEN FLOORS OR PROVIDE SOLID BLOCKING AT ALL HORIZONTAL PLYWOOD JOINTS NAILED AT 3" ON CENTER (STAGGERED). PROVIDE 8D COMMON NAILS SPACED AT 12" ON CENTER ELSEWHERE. -CONNECT THE 2-2X6 STUDS AT EITHER END OF THE SHEAR WALL TO THE FOUNDATION WITH A SIMPSON HDU5-SDS2.5 HOLDOWN. THE HOLDOWN SHALL BE LOCATED ON TOP OF THE FIRST FLOOR SHOE, CONNECTED TO THE 2-2X6 STUDS WITH (14) SIMPSON SDS ''%" X 2-1/2" SCREWS, AND CONNECTED TO THE CONCRETE WITH A 5/8" DIAMETER ANCHOR BOLT EPDXIED INTO THE CONCRETE A MINIMUM OF 8". PROVIDE SOLID BLOCKING BETWEEN THE UNDERSIDE OF THE FIRST FLOOR AND THE TOP OF THE FOUNDATION WALLS AT BOTH HOLD DOWN LOCATIONS, SHEAR WALL "B" CONSTRUCTION (SEE PLAN FOR DIMENSIONS SECOND FLOOR TO THE DOUBLE TOP PLATE -2X6 STUDS SPACED AT 16" ON CENTER WITH 2-2X6 STUDS AT EACH END. -1/2" EXTERIOR GRADE PLYWOOD (MINIMUM) NAILED W/8D COMMON NAILS SPACED AT 3" ON CENTER AROUND THE PERIMETER OF THE SHEAR WALL DIMENSIONS AND ALL INTERIOR JOINTS. NOTE: PLYWOOD TO SPAN VERTICALLY BETWEEN FLOORS OR PROVIDE SOLID BLOCKING AT ALL HORIZONTAL PLYWOOD JOINTS NAILED AT 3" ON CENTER (STAGGERED). PROVIDE 8D COMMON NAILS SPACED AT 12" ON CENTER ELSEWHERE. -CONNECT THE 2-2X6 STUDS AT EITHER END OF THE SHEAR WALL TO THE RIM BOARD WITH (2) SIMPSON LSTA 24 STRAPS CENTERED ON THE SECOND FLOOR SHOE. FOUNDATION TO THE UNDERSIDE OF THE SECOND FLOOR -SIMPSON SSW24XO STEEL STRONG WALL INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. SHEAR WALL "C" CONSTRUCTION (SEE PLAN FOR DIMENSIONS) SECOND FLOOR TO THE UNDERSIDE OF THE ROOF PLYWOOD -2X6 STUDS SPACED AT 16" ON CENTER WITH 2-2X6 STUDS AT EACH END. -1/2" EXTERIOR GRADE PLYWOOD (MINIMUM) NAILED W/8D COMMON NAILS SPACED AT 3" ON CENTER AROUND THE PERIMETER OF THE SHEAR WALL DIMENSIONS AND ALL INTERIOR JOINTS. NOTE: PLYWOOD TO SPAN VERTICALLY FROM FLOOR TO ROOF OR PROVIDE SOLID BLOCKING AT ALL HORIZONTAL PLYWOOD JOINTS NAILED AT 3" ON CENTER (STAGGERED). PROVIDE 8D COMMON NAILS SPACED AT 12" ON CENTER ELSEWHERE. -CONNECT THE 2-2X6 STUDS AT EITHER END OF THE SHEAR WALL TO THE STUDS BELOW WITH (2) SIMPSON HDU2-SDS2.5 HOLDOWNS-ONE LOCATED ON TOP OF THE SECOND FLOOR SHOE AND ONE LOCATED BELOW THE FIRST FLOOR DOUBLE TOP PLATE. -ALTERNATE: CONNECT THE 2-2X6S AT EITHER END OF THE SHEAR WALL TO THE STUDS BELOW WITH (2) SIMPSON LSTA24 STRAPS CENTERED ON THE SECOND FLOOR SHOE. FOUNDATION TO SECOND FLOOR -2X6 STUDS SPACED AT 16" ON CENTER WITH 2-2X6 STUDS AT EACH END. -1/2" EXTERIOR GRADE PLYWOOD (MINIMUM) NAILED W/8D COMMON NAILS SPACED AT 3" ON CENTER AROUND THE PERIMETER OF THE SHEAR WALL DIMENSIONS AND ALL INTERIOR JOINTS. NOTE: PLYWOOD TO SPAN VERTICALLY BETWEEN FLOORS OR PROVIDE SOLID BLOCKING AT ALL HORIZONTAL PLYWOOD JOINTS NAILED AT 3" ON CENTER (STAGGERED). PROVIDE 8D COMMON NAILS SPACED AT 12" ON CENTER ELSEWHERE. -CONNECT THE 2-2X6 STUDS AT THE EXTERIOR END OF THE SHEAR WALL TO THE FOUNDATION WITH A SIMPSON HDU5-SDS2.5 HOLDOWN. THE HOLDOWN SHALL BE LOCATED ON TOP OF THE FIRST FLOOR SHOE, CONNECTED TO THE 2-2X6 STUDS WITH (14) SIMPSON SIDS Y," X 2-1/2" SCREWS, AND CONNECTED TO THE CONCRETE WITH A 5/8" DIAMETER ANCHOR BOLT EPDXIED INTO THE CONCRETE A MINIMUM OF 8". PROVIDE SOLID BLOCKING BETWEEN THE UNDERSIDE OF THE FIRST FLOOR AND THE TOP OF THE FOUNDATION WALL. -CONNECT THE INSIDE END OF THE SHEAR WALL TO THE BEAM BELOW WITH (4) SIMPSON LSTA24 STRAPS CENTERED ON THE FIRST FLOOR SHOE. cn N z Uj V p �W a Q m �w Ll U �f1 0 (I d� O � N �v Q � Q S >G O co co `o X v � �O � N O o ksl S s — N O S P 1 3 2022 HEALTH DFPT, M: 2022-07-26 z z 2 FRAMING REQUIREMENTS STRUCTURAL: • LALLY COLUMNS INSTALLED TIGHT TO BEAMS & PLATES CONNECTED • POINT LOAD BEARING - SOLID BLOCKED AND CONTINUOUS • BASEMENT BEAM HAS SOLID BEARING AT POCKETS, NO WOOD SHIMS • ALL HURRICANE CLIPS, TIE DOWNS, HANGERS ETC. INSTALLED & NAILED! OFF COMPLETELY • ALL JACKS SHALL BE TIGHT TO STRUCTURAL HEADERS, ANY FURRING DOWN OF OPENING SHALL BE BETWEEN JACKS. • JACKS SHALL NOT BEAR ON SILL COMPONENTS, THEY ARE TO RUN CONTINUOUS FROM HEADER TO BOTTOM PLATE • CRACKED OR SPLIT STRUCTURAL MEMBERS SHOULD NOT BE USED • LVLS & PSLS IN PLACE PER STRUCTURAL PLANS, TIMBERLOCKED TOGETHER • COLLAR TIES WHERE REQUIRED • CONNECTIONS IN GENERAL ARE TIGHT & SECURE • JOIST SPACED PER PLAN, BEARING AT ENDS • ROOF SHEATHING BROKEN BACK FROM ROOF RIDGE VENT CLEARANCE - SHEATHING TO MEET OVER RIDGE 1 FOOT FROM GABLE ENDS AND I FOOT BACK FROM INTERSECTION OF RIDGE AT CHECK WALLS/OTHER ROOFS. SHEATHING SHOULD MEET IF NO VENT. GENERAL: • BLOCKING - FIRE - AS REQUIRED BY CODE - MID SPAN, ALL WALLS OVER 8 FT. -SHOWERS - 2X10 AROUND PERIMETER OF BASE • ROUGH OPENINGS - CHECK FOR CORRECT SIZE, PLUMB AND WIND • MEDICINE CABINETS - IF RECESSED ARE THEY FRAMED? • PLYWOOD BREAKS ON JOIST, STUD, OR RAFTERS (NO BLOCKING) • FLOOR PLYWOOD GLUED AND NAILED & CHECKED FOR SOFT SPOTS & SQUEAKS • ALL WALLS - PLUMB, SQUARE, STRAIGHT AND DIMENSIONALLY CORRECT • CABINET AND VANITY WALLS DOUBLE CHECKED FOR STRAIGHTNESS • STRAPPING - NAILED OFF AND STRAIGHT • NAILERS - ALL MISCELLANEOUS NAILERS FOR SHEET ROCK ARE IN PLACE • PLATFORM TUB DIMENSIONS ARE VERIFIED CORRECT IF APPLICABLE • STAIRS - FINISH TREAD THICKNESS/ RISE / RUN / WIDTH / HEADROOM / SPECIAL DETAILS VERIFIED • CONFIRM % WALL STABILITY • PROVIDE 2X WIND BLOCKING IN RAFTER BAYS; TYPICAL • SKY LIGHTS PADDED FOR SHEET ROCK IF APPLICABLE • STUDS - TWISTED OR LOOSE (TOE NAILED) REPLACE AS NEEDED • BOTH TOP AND BOTTOM WALL PLATES TO BREAK ON STUD • DUCT CHASES HEADED OFF • JOISTS SPACED FOR PLUMBING - TOILET WASTE NEEDS 3" CLEAR • BATH VALVE WALLS HAVE 16" CLEAR BAY CENTERED FOR VALVE • SCUTTLES IN PROPER PLACE • HEADER HEIGHTS AND DROPPED CEILING HEIGHTS ARE VERIFIED CORRECT • INTERIOR PARTITIONS TIGHT TO STRAPPING • INTERIOR BEARING PARTITIONS - TOP PLATE TIGHT TO JOISTS • ALL HEADERS, JACK / STUD COMBOS & CORNERS SHALL BE NAILED THROUGH BOTH SIDES • ALL HEADERS TO BE NAILED THROUGH KING STUDS • SILLS TO BE TOE NAILED TO JACKS AS WELL AS NAILED TO CRIPPLES • ALL WALL PLATES SHALL BREAK ON STUD LAYOUT • EXTERIOR WALL BOTTOM PLATES TO BE SEALED TO DECK WITH CONSTRUCTION ADHESIVE j • RIGID INSULATION TO BE INSTALLED IN EXTERIOR WALL PARTITION BACKERS & IN HEADERS (2X6 WALL) IN LIEU OF PLYWOOD • FRAME IN VESTIBULE AT BULKHEAD AND INSTALL PLYWOOD ON BULKHEAD SIDE FRAME IN TILED SHOWER HEADERS WHERE APPLICABLE • INSTALL VERTICAL Ix5 KOMA ON EITHER SIDE OF OVERHEAD GARAGE DOORS AS WELL AS ABOVE TO RECEIVE TRACKS AND OPENER SPRINGS. INCLUDE ALL RELATED BLOCKING EXTERIOR TRIM & MILLWORK: • PAINTED TRIM (IF APPLICABLE) IS BACK PRIMED INCLUDING ALL FRESH CUT EDGES • PVC TRIM JOINTS TO BE GLUED WITH BOND N FILL OR EQUAL • PVC TRIM TO BE FASTENED W/SCREWS OR HEADED NAILS, NO FINISH NAILS OR BRADS • NAILS ARE SET FOR PAINT, FLUSH FOR NATURAL TRIM; NAILS SHALL NOT STAND PROUD OF TRIM • TRIM IS STRAIGHT AND TRUE, JOINTS ARE FLUSH, TRIM IS DAMAGE FREE • SOFFIT VENT NEAT AND CONTINUOUS • HOLD TRIM''/4 INCH AWAY FROM ROOF SHINGLES 1 INCH BELOW THE DROP OF FOUNDATION • TOE KICKS AT DOORS ARE SUPPORTING SILLS • FRIEZE BOARDS, BOTTOM OF WINDOW CASINGS AND WINDOW APRONS ARE RABBETED'/4" DEEP X 1" HIGH FOR SIDEWALL SHINGLES, 2ND TO LAST COURSE TO GO UNDER, LAST COURSE TO BUTT TRIM • FABRICATE RABBETED LIGHT & VENT BLOCKS & TACK IN PLACE FOR FINAL INSTALL BY OTHERS • DOOR LEAD TO HAVE FOLDED NOT CUT - CORNERS, FOLD LEAD UP, INSTALL TEMPORARY 3/4 (STRAPPING) BOARD & TRIM LEAD ALONG TOP OF STRAPPING • INSTALL WINDOWS WITH FLEX WRAP PANS TO BE FOLDED UP AND STAPLED TO INSIDE WINDOW SILL, UNLESS OTHERWISE NOTED • INSTALL WINDOWS AND DOORS PLUMB, LEVEL & SHIMMED TO MANUFACTURER'S SPECS PRIOR TO INSTALLATION OF EXTERIOR TRIM. • CHECK THAT ALL WINDOWS & DOORS OPERATE SMOOTHLY • CONFIRM ALL TEMPERED UNITS ARE IN CORRECT LOCATION • ENTRY DOORS OTHER THAN SLIDERS/PATIO, ARE SHDAMED UP'/z" FROM SUB FLOOR • BUILDING PAPER - ALL EXTERIOR TRIM SHALL HAVE TARPAPER BENEATH IT AT ALL SEAMS WHERE IT MEETS SIDING. ALL ICE & WATER, VYCOR, ETC. SHALL BE INSTALLED SO THAT BUILDING PAPER CAN BE SLIPPED UNDER IT SO OVERLAP IS CONTINUOUS FROM THE TOP DOWN. DO NOT LEAVE I&W OR VYCOR STUCK TO THE SHEATHING. • RETURN AFTER SIDING TO CUT DOWN CORNER BOARDS SITE CONDITIONS: • REMOVE ALL STAGING, TEMPORARY BRACING, CLEATS ETC. • ALL LOW SILL HEIGHT SECOND FLOOR WINDOW OPENINGS SHALL HAVE A 2X4 SAFETY RAIL NAILED OVER THE OPENING UNTIL WINDOW IS SET. • ALL HOLES IN 1 ST AND 2ND FLOORS SHALL BE COVERED OVER FOR SAFETY; BALCONIES AND STAIRWELLS SHALL HAVE TEMPORARY RAILS. • ALL MATERIAL SHALL BE KEPT IN NEAT PILES AND JOB SITE SHALL BE CLEANED EACH DAY. • ALL LUMBER PILES TO BE COVERED FOR PROTECTION • IF PROJECT IS A RENOVATION, EXISTING STRUCTURE TO BE WEATHER TIGHT NIGHTLY I • ALL TRASH TO BE PUT IN DUMPSTER OR ON -SITE BARRELS. MCPHEE LABOR IS PROVIDED TO EMPTY BARRELS AS NEEDED NOT TO CLEAN UP SITE BEHIND SUBCONTRACTORS. INCLUDE WIRE MESH AND VAPOR INSTALL AS PER ENG. NOTES SIMPSON BARRIER UNDER BASEMENT HOLDDOWN AT ENDS OF 1ST FLOOR SHEAR CONCRETE SLAB AS PER CODE 506.2.3 WALL PANELS W/26-16d NAILS, PROVIDE 12 MIN. CONC. EDGE DISTANCE IN ALL CASES. ADD TOP OF FOUNDATION EXTRA 2x STUD IF REQUIRED 2x6 P.T. (OR EQUAL) SILL W/5/8" ANCHOR BOLTS EMBEDDED 10"x9'-0" POURED CONC. WALL, " W/SIMPSON #BPS 5/8-3 V AT 24" O.C. 3500 PSI BEARING PLATE (OR EQUAL) •' • 2 #4 REBAR W/IN 12" OF TOP ALLOW FOR OF WALL EXPANSION JOINT 2 #4 REBAR AT MID HEIGHT 5" POURED CONC, SLAB 4000 PSI 2 #4 REBAR W/IN 2"-3" OFF • • BOTTOM 20"x10" CONTINUOUS FOOTING, 3 #5 REBAR W/IN 3"-4" OFF W/CONTINUOUS KEY BOTTOM TYPICAL 10" FOUNDATION WALL **GROUND ALL STEEL IN FOUNDATION WALLS PER CODE** SCALE: NONE HOLDDOWN STRAP LOCATIONS ON THIS PLAN MUST BE REVIEWED W/MCPHEE PERSONAL BEFORE INSTALLATION & ARE SUBJECT TO FINAL STRUCTURAL ENGINEERING. 56'-9" 161-0" 15'-611 25'-311 .01 41-011 81-011 41_011 3'-111 12'-511 1'-32" 7 _8H 61-712 41 J l \ \ \ 1 r-' =IN I VENT — — — — — Ln [11b6D cn ~; FLOOD VENT— FLOOD VENT — — _ 42 ` I2 B.O. FOOTING EL: 4.0' - rc� I q I TOP OF FDTN00 EL.= 12.0'NV _ O I I w •' � - I I — — I N I I ® ® = BOTTOM OF FOOTING L461" L _J — — — — I 00I HEIGHT CHANGE 7�_3�� I ! I I LOCATION �' B.O. FOOTINGEL.= { I I I I 10 4.0' - I TOP OF FDTN EL = 12.0' qI 00 cn o cn . TOP OF FDTN EL: 12.0 TOP OF SLAB jk F BOTTOM OF FOOTING EL.= 8.0 NS;_1I B.O. FOOTING HEIGHT CHANGE I I - I O EL.= 2.0' LOCATION j L--_J �N' BOTTOM OF FOOTING H — — — — — — r — — — — HEIGHT CHANGE zI 0 I - LOCATION Q - FL00 VENT L — — _J L — _ _J 60 B.O. FOOTING 11 00 EL.=3.0' I 'OIL TOP OF FDTN ' EL.-12.0' I d- _ i n 8 -0 i n 8 -0 I 1 In 11-22 i_ 1n 10 42 i 1n 11-22 — , sk , :- I FOOTING: BOTTOM OF FOOTING — — — I 3'-0"x3'-0"x1'-0" ! HEIGHT CHANGE c.1 I THICK, 5 PLACES =+ ' LOCATION I I 3'-32" � p �' a �a �❑ I Ln FOR STAIR LANDING I ( \ F FDTN cv 11d - z TOP OF Wj EL.= 12.0' ' � cn o OIL B.O. FOOTING © / EL.- 2.33 — — — ` 0 ` FLOOD �T FLOOD VENT �LQ9� V"�IT EQ. EQ. EQ. EQ. 71_9111 6'-3111 9'-9111 ' q 2,_0�1 / 9'-91112 2 7'-811 1'-6" 7�� 7�� 4'l 161_011 I 321-911 81_011 56'-911 FOUNDATION PLAN SCALE: 1/4" = 1'-0" N WALL LEGEND ' . LOW FOUNDATION WALL 10" x 4'-0" CONC. WALL ON 20" X 10" FTG. 10" x 9'-0" CONC. WALL 0 10" SONO TUB FILLED (min. 48" below finished grade) cn �W A S `¢ m w Q U co .. mot.. O � O WQ O1✓ o 'p v� zZi_ U � # # x �O to � O � N O Cp s � N i� PAS; 2022-01-26 MLMCTrIch 5YM1301,5 d 51N6LF POLM 5WITCH d J POOP JAMB 5WITCH d 5 Poum POLE 5WITCH 14 TFIPLM POLE 5WITCH P 5WITCH WITH Pau EXIT EXIT 516N LOCATION NT INUCOM LOCATION r3 Poor C3'MLL"Tom CNI POOP CHIMM LOCATION TPA fFAN5FOPMMP LOCPoIOH FKTJ _ALAFM KEY PAP MP UCT FICA, PANEL MO MOTION PFTECTOP SPK� AllP10 5PMAKMr -pC PULL COW FIXTUrM ® �" PJ'Mp11upM rMCM55MP LIGHT FIX1UpM FCF 5YM130L5; CEILING MOILIMP/ PFHPANT FIXTIIPE -[�- MONO POINT TFACK TAP WALL OF CEILING MOM L1GNT FNUT -{�}- rMCF55MP HIM, rEX WALL Or CEILING MOMP MX1UI0r LIX FIXTIIPM CEILING MOUNTEP 51NGLE POrCMMNN 13U,C3 O EX Mr10p 12MCF55W LIGHT FIXTIlpM Q FMCM55MP WALL WASH FIVE MXTUIR FLOOD LIGHT SD 5MOKM ANP CAP13011 MONOXIPM PMTMCTOF Hm rfT ECTOP 00- TMLFPHOHE/ PATH JACK N- PUPLFX EFPHONM/ DATA JACK J6 JuNCTioN COX Purn ODU.MT �0 220 VOLT rMCFPMCLM N QUA uLMX OUTLET WATEPPPOOP PILP0 ODU,ET Wr 5wfauP rum OUTLET 5WITCIfP QuAPrU m OUTLET 8 GPOUNP FA Lf PUP0 OUILMT �2" A.F.F., JD.hN GFI I CLOCK OLWT ® Puro FLOOD OuuT ® 5WTCIfP PUPLMX FLOOr OUTLET < MOPU AF JACK C11/ COAXIAL. CABLE JACK SPP HUF +AP 5PPINKLFP NEAP - 51PM WALL FAN TACK LIGHTS COVE UGNT5 O uNPFr CvINFT PUCK UGNTS I. MP CAl31NFT 5TI?IP U61-15 -0" UTILITY FLu0rM5CFNT 2'-0'' VLITYFLUX 5CF14 C1,05MT ( ONLY) 5UPFACF MOUNTEP FI UT W/ ACRIC LF115 vP ® VAFOr 11515TANT rFCE55EP ILIZ FIXTUPM 20 FLUOPM5CFNT UGHT REF FXHAU5T FAN VFNTEP TO RVI0r W/ ACMIC LFN5. NTl'. UCTPIC WANT HMAT MOT MLMC11?IC MOIOr 2x2 FLU0115CMNT UGNT W/ ACKIC LM1,15, A TMLMVI510N OUTLET ® EXHAUST FAN Q DATA OU11.ET MXN �F AJ5T FAN / UGNT VENTEP TO MMFIOF Gr70 GAPAGM POOP OPENEr 2' L. FLUO LIGHT FIXTURE LOW VOLTAGE U/C LIGHTS W/ LENSE COVER g ELECTRIC METER 6 DOOR CHIME W/ TRANSFORMER 8 ELECTRIC PANEL DISC. � DOOR CHIME BUTTON (LIGHTED) O-' DISCONNECT a) JUNCTION BOX i -O PUSH BUTTON WALL SWITCH AT 48" A.F.F. AC UNIT AC UNIT GEwTOr , Pil tl�� -_= FMM I V.P.^^'' ` ----� / / X I 1 I —777 "^----------- EX"I C'pIMA�YpOpCN�oEX � �.E�,'� wr eEX \ EX \ 1 OFFICF 112 LMIC TO FIXTUP15 f I� WA51 p ,LCII� I I i SD /' j TO FIX1115 _ & SWITCH J, ; _ ., I-, 11 AI�OV� CIS p LAUN Y /t?OOM 102 M�CNANICAI I MLECTFIC PAIL 5E] Air NANDLMr STAR I�AL1/ \ SD \ 7 10�" III vvF 1 (; N6 I \ PINING i _ J nN 4p — - BOOM 106 07 1 1`ifl 1 - A\ \ Ilk— EX--_------ \ EX \\ / \ wr 1 CrEX ,,� EX ! 1 \\ "EX \\ FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4" = F-0" 4� _ O � �o 0 r� U p UU p U O I I O � O N O� Q � S z � x �O o� kcl\ co M�co M---I O 0 \S� N � CC) s0 CO O CC) O M S C N # # O SEP 13 2022 HEALTH DEPT, PAS; 2022-07-26 UCTPICh 5YW015 1 51NGKF POLE SWITCH ►- TFKFPNONF/ DATA JACK 1 J POOP JAMB 5WITCH W PUPKEX TEKFPNOWF/ DATA JACK 13 POU[3KF POKE 51MTCH 14 TRIPKF POKE 5WITCH El JmTION n j P 5wfCH WITH PIMMFP =Qr- PUPLFX OaFT EXIT I EXIT 516N LOXON 220 VOLT ffCFPTACLE INTFPCOM LOCATION OUAPPUPKFX OUILFT f POOP mL 6LITTON WATFFPPOOF PUPKEX OLnFT Wf CNI POOP CHMF LOCA110N zl�n SWITCIfP DUPLEX Ouuf ® TM15FOPMEF 0CA110N mTCFED OUAFJPUPKFX OKITI.ET KP AIAPM KEY FV GPOUNP FAV PUPLFX OUTKFT @ 42" A f., U,O,N, GFI FP UCfflCAL PANEL I * CLOCK OAFT MO M0110N PFTFCTOP ® PKIPKEX FLOOD OUTLET AUDIO 5PFAKFP ❑ SWITCHED PKIPKEX FLOOD OmFT 5PK --D PULL corp FIXTUpF < MOPUKAF, JACK c-,, COAXIAL CAl3KE JACK ® 4" APEPTUpE PFCE55EP LIGHT FIXTUpF 5PF1%FF VP PCP 5YMWOL5; j TFINKKFP NFATJ 5117E WAIL cfti G MOUNTEP/ PENDANT FIXTI.1'F FAN - MONO POINT TACK TAP TPACK LIGHTS WALLOP CFuNG MOUNTED KIGNT FIXTe COVE 1,161-IT5 {�- PFCF55FP FIXTUPF -�Ex WALL OF CEIKING MOUNTFP FXTEFIOF H0 RUT 0 UNPFF CA(31NFT PUCK 1, X5 -�FH CEILING MOUNTED SINGLE PORCELAIN C31,W UNPEP CA13INFT 5VIP U6NT5 ®EX FXV,101? ffCE55FP LIGHT FIXTUPF q' 0" U11KITY FKKORF5CFNT Q RFCF55FP WALL WA5H FIXTUPF I --I 2'-0" U11LITYFLUORF5CENT EXTFRIOP FKOOD LIGHT SD SMOKE ANP C00N MONOXIPE PETFCTOR CK05FT ( ONLY) 5UFFACF MOUNTFP FIXTURE W/ ACFYI.IC LFN5 VT DETECTOR vp ® VAPOP 11515TANT RFCE55FP LIGHT FIXTUPF OEF FXNAU5T FAN VF tP TO FXTFFIOF 2x4 F1, rFE CENTUGNT W/ ACRYLIC L H5, UCTP.IC RADIANT HFAT Ej EKECTRIC MOTOR * 2x2 FLU0F�5CFNT KIGNT W/ ACRYKIC LFN5, A TFLFV1510N OLUT ® FXNAU5T FAN (7 DATA OUILFT <r? GKAGF DOOR OPENFF EXNAU5T FAN / L16Hf VENT P TO EXTFp10p �F 2' L. FLUO LIGHT FIXTURE LOW VOLTAGE U/C LIGHTS W/ LENSE COVER 8 ELECTRIC METER 6 DOOR CHIME W/ TRANSFORMER ® ELECTRIC PANEL fl DOOR CHIME BUTTON (LIGHTED) DISC. 0P DISCONNECT -0 0 JUNCTION BOX PUSH BUTTON WALL SWITCH AT 48" A.F.F. i i L L__� i \ L- — — - -- - -- I--� I I BASEMENT ELECTRICAL PLAN SCALE: I,A'•= I. 0•' � M�CKANICW. / � 205 \ � --- AIP NAND�— \ sroa�� TO 5w1rcH NOT WATEP 51AIp klA \ 206 now CL05�f 201 CLOSE! / / K C� Foots \ � 2 P � C3�Wom \ 203 I� / ) �N 204 / I I�, \/ LGFI II i rj--� SECOND I LOOR ESE _-REA-N`k T --- 1" SD \ \ \ (3 / F- — 1 \\ F- � I IN PA1'F- ; 2022-07-26 I Ai--, 6M Af %QOP VINYL "IN01, FAILING 6' -0" 1 i "IWP 50UAPU COLUMN5 I 1 115MAPf Mfl l ULOOP VUNf IN nu COUNPAT10N WALL 6UNINP PUCK i Fj I 5 JUN6. 6" From T"OP OF %AP ------- FRONT ELEVATION SCALE: 1/4" = F-0" WINDOW SCHEDULE PLAN NUMBER QTY. MANUFACTURER DESCRIPTION MODEL# DESIGN PRESSURE PROTECTION NOTES: (w) 4 ANDERSEN 400 SERIES DOUBLE HUNG TW3052 DP 30 nW2 I ANDERSEN 400 SERIES DOUBLE HUNG TW2036 DP 30 Wg I ANDERSEN DOUBLERIE NS HUNG TWI842 DP 30 I TEMPERED W4 9 ANDERSEN 400 SERIES DOUBLE HUNG TW2452 DP 30 2 TEMPERED Wy 3 ANDERSEN 400 SERIES AWNING A21 DP 30 1 TEMPERED W6 4 ANDERSEN 400 SERIES AWNING AW31 DP 30 1 TEMPERED 1 FROSTED GLASS AT SHOWER W1 1 ANDERSEN AWNINGS AXW351 DP 30 NJ8 2 ANDERSEN 400 SERIES DOUBLE HUNG TW21042 DP 30 Wg 3 ANDERSEN 400 SERIES DOUBLE HUNG TW2032 DP 30 W�p 2 ANDERSEN 400 SERIES DOUBLE HUNG TW21056 DP 30 2 TEMPERED EXTE-PRIOR DOOR SCHEDULE NUMBER PLAN QTY. MANUFACTURER DESCRIPTION MODEL# DESIGN PRESSURE PROTECTION LOCATION n� 1 ANDERSEN FIBERGLASS DOOR FWG 120611-4 DINING ROOM 106 n2 1 ANDERSEN FIBERGLASS DOOR FWH 31611 AR MUDROOM 101 b3 1 ANDERSEN FIBERGLASS DOOR FWH 31611 AR HALL 113 nq 1 ANDERSEN FIBERGLASS DOOR FWG 120611-4 PRIMARY BEDROOM 110 13VICK VUNUU� CHIM0 AF,CHITECTUPAL ASPHALT' 5IIN05 ON Ix8 PVC W/ 5 8' A Iz6 PVC IA W/ Ix8 PVC °VC rffzU I 2 - 115M VUNVI I%LOOP VM IN I UOUNMON WAIL PFHINP PUCK 1 5KIPCIN6. 6" Ur?OM T"OP OC %m L-1 - - - - - - - - - - -� ---- - - - - -----------------------------j 10 PVC UA50A W/ Iz8 PVC wUIT' & 4--M—WIEZ� COMP0511� 5HIN6LU5 PVC Laf CLOCK Iz6 PVC COPNIFF 60ARP5 16 PVC POOP U61N65 16 PVC WINPOW CA51N65 WITf12" PVC 51LL VINYL "IN01, NM 19056 & PAJLIN6 5YNHflC PUCKIN6 W/ PVC 05FF5 & 5K1kT" POAPP UUf;TICAL 10 PVC 60APP5 W/ zGAP' SHEET INDEX ARCHITECTURAL: Al EXTERIOR ELEVATIONS A2 EXTERIOR ELEVATIONS A3 FIRST FLOOR PLAN A4 SECOND FLOOR & ROOF PLANS A5 FOUNDATION PLAN A6 FIRST FLOOR FRAMING PLAN A% SECOND FLOOR FRAMING PLAN A8 CEILING FRAMING PLAN A9 ROOF FRAMING PLAN A.10 BUILDING SECTIONS All BUILDING SECTIONS El ELECTRICAL PLANS SQUARE FOOTAGE: FIRST FLOOR L594 SF SECOND FLOOR: 861 SF TOTAL: 29455 SF N c s _� Mm �w Q Nu � Nw v U � 0 I I d- E-� o O , --v-� "o O � <� z W W # # � x o� CAI � H �o � N V � O o S 0 U � N 0 w 0 � � O o v z r U1 RI/ a x 3 z 0 j 0 z ¢ HEALTH DEPT, w w x a. U a O U N O U ❑ w 7 w PATS: 2022-07-26 a a