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2019-00181 NEW CONSTRUCTION U MUNICIPALITY MECHANICAL ENGINEER 2 u CD C)o, 0 STRUCTURAL ENGINEER APPLICABLE CODES 2015 MN Residential Code BUILDING CODE: PLUMBING CODE: 2015 MN Plumbing Code R MECHANICAL CODE: 2015 MN Mechanical Code FUEL AND GAS CODE: 2015 MN Fuel Gas Code DESIGN LOADS and CRITERIA N ENERGY CODE: 2015 MN Energy Code 0 ELECTRICAL CODE: 2014 National Electrical Code LIVE LOADS: 4-1 FIRE CODE: 2015 MN Fire Code Sleeping PSF (� DE ANALYSIS 1 . PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY Non—Sleeping Ext. Decks & Stairs PSF PSF=_= BUILDING CO V THE REQUIRED DESIGN LOADS WITH GOVERNING CODES AND SITE CONDITIONS. DEAD LOAD: PSF O VERIFY WITH THE LOCAL BUILDING AGENCIES THE WIND, SEISMIC, SNOW AND Guard Rail & Handrail LB ZONING ORDINANCE: OTHER SPECIAL LOADING CONDITIONS. THE ARCHITECT SHALL BE NOTIFIED IN Guard Infill Components PSF USE GROUP: WRITING OF ALL DISCREPANCIES. WIND SPEED: MPH CONSTRUCTION CLASS: 2. THERE SHALL BE NO STRUCTURAL CHANGES WITHOUT WRITTEN CONSENT OF ROOF LIVE LOAD: PSF HEIGHT & AREA: THE ENGINEER OF RECORD. SNOW LOAD: PSF • r"'� OTHER REQUIREMENTS: LATERAL LOAD: PCF VJ W 9^1 — a LOT SPECIFIC PLAN INFORMATION S UARE FOOTAGE Market Home t Customer Name _ Sheet List Table 6 � 6 � 00204# 2 TOTAL,CONDITIONED - LIVABLE SF Address . _ V � SHT DESCRIPTION ., '�I; 215� tdo,a a �Q � CC.01 Cover Sheet 1st Floor 1953 SF 6911 RICE CREEK LANE 1^ p ��,` 33 000 no FRIDLEY MN 55432 _ CC.02 Notes — Schedules and Legends 1st Floor - Sunroom 205 SF `� o =. I� ��� ��' Ao.01 Foundation — Basement 2158 SF Community -2(vg .18-7a A4 --- -- A1.11 1st Floor Plan 6763 LOCKE POINTE A2.01 Building Section TOTAL:CONDITIONED - NON-LIVABLE SF 6763-00204 LOTNUM 123 - - - - A2.02 Building Section A2.03 Building Section Basement - Unfinished 1800 SF A3.01 Front Elevation nr m 20o SF Plan Features - �� 4, 6 , MIc'�1. A3.02 Left Elevation Basement - Unfinished Su oo 2000 SF Elevation PR2M ����, �`�_ A3.03 Right Elevation Rr( + (R CC A3.04 Rear Elevation Ca 6E44F �Q 3 rs ` I A4.01 Roof Plan TOTAL;UNCONDITIONED SF U0.01 Basement Utility Plan Y`t-S'—bV l t`� SV�V C�QVTQ [o� U1.11 1st Floor Utility Plan 2 Car Garage Front 506 SF LOT SPECIFIC OPTION SELECTIONS Structural Plan — Basement Foundation (MN Code) —67--Exte.rior Walls1��`-� 0 � Structural Plan — 1 st Floor (MN Code) N Front Porch 169 SF Alt Dishwasher Loc pt Basement a ou — n 675 SF Built In Kitchen on -�� 4833 SF Daylight asemen Ion `— l"1a ��3 .Z�00 Elevation PR2M Den Option cv In-Grade Foundation with 2 Rigid Insulation ��-w` � E Basement Foundation —�, ,,g escape CCswl�� �E 31(o . o Attic ora e Car Front LoadGarage fonOwner's Bath 3 v Minnesota �3 �` �e�-�✓� ! —'�1�2-'('�'S �_ , Opt unroom p (010Sv� I Nei —t_-#j r* 60CU cu > PRODUCT MANAGER n �1 VERSION RELEASE ��� cilma �l'$ s DATE: xx/xx/xxxx PROJECT TYPE Sin le Family SPECIFICATION LEVEL PLAN NAME Martin Ra NPC CHILD NUMBER 1562,300 SHEET CC.01 U C � O d � O V cl- . r..� CN O 1 g WATER METER � 0 �-AG RETURN AIR GRILLE g GAS METER t�VALVE GAS VALVE O a� WATER SERVICE FHB HOSE BIBB 0 THERMOSTAT THERMOSTAT SHALL BE PROGRAMMABLE rr^^ FBI Q SWITCH - PUSH BUTTON 1. ALL ELECTRICAL INSTALLATION SHALL MEET THE REQUIREMENTS OF THE CURRENTLY VJ $4 SWITCH - FOUR WAY ADOPTED EDITION OF THE NATIONAL ELECTRIC CODE (NEC). AND INTERNATIONAL RESIDENTIAL CODE (IRC). ALL MATERIAL AND EQUIPMENT SHALL BEAR THE LABEL OF O $� SWITCH - THREE WAY APPROVAL OF THE UNDERWRITERS LABORATORIES, INC. AND MEET THE REQUIREMENTS OF THE CURRENTLY ADOPTED EDITION OF THE NEC. V $ SWITCH - LIGHT 2. STAIRWAYS WITHIN DWELLING UNITS SHALL HAVE AN ILLUMINATION LEVEL ON THE TREAD sp RUNS OF NOT LESS THAN 1 FOOTCANDLE. PROVIDE LIGHTING CONTROL AT EACH LEVEL. v O $Wi SWITCH - DISPOSAL EXTERIOR STAIRWAYS SERVING A DWELLING UNIT SHALL HAVE A LIGHT IN THE IMMEDIATE • PANEL - VICINITY OF THE STAIR LANDING CLOSEST TO THE DWELLING UNIT. Vrn MEDIA-RECESSED VERIFY LOCATION IN FIELD 3. GFCI PROTECTION SHALL BE PROVIDED FOR ALL 125 VOLT, SINGLE PHASE, 15 AND 20 0,O AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS: V J PANEL - VERIFY LOCATION IN FIELD 3.1. BATHROOMS ELECTRIC-RECESSED 1 3.2. GARAGE 0 PANEL - ELECTRIC VERIFY LOCATION IN FIELD 3.3. OUTDOORS: BALCONIES, DECKS, AND PORCHES (INCLUDING INSIDE SCREENED ENCLOSURES) WP GFI OUTLET - 3.4. UNFINISHED BASEMENT AREAS AND CRAWL SPACES WATERPROOF-GFI 3.5. SINKS LOCATED IN AREAS OTHER THAN A KITCHEN WHERE RECEPTACLES ARE TTV OUTLET - TV RG-6 INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF A SINK. 3.6. RECEPTACLES INTENDED TO SERVE KITCHEN COUNTER TOP SURFACES GENERAL SPECIFICATIONS TPH OUTLET - PHONE CAT 5E 3.7. WITHN 25-0" AND ON THE SAME LEVEL OF OUTDOOR HEATING, AIR CONDITIONING OUTLET - GARAGE DOOR OR REFRIGERATION EQUIPMENT. 1. ALL ANGLED WALLS (OTHER THAN THOSE AT 90') SHALL BE CONSIDERED TO BE AT 4. KITCHEN CIRCUITS 45° UNLESS NOTED OTHERWISE �J 4.1.1 MIN (2) 20 AMP CIRCUITS DEDICATED TO COUNTER AND ISLAND RECEPTACLES 2. ALL STUDS AT EXTERIOR AND INTERIOR WALLS SHALL BE 2x4 UNLESS OTHERWISE F+ OUTLET - GFI 4.1.2 MIN (10 AMP CIRCUIT DEDICATED TO IN/UNDER CABINET APPLIANCES I.E. NOTED O OUTLET - FLOOR DISHWASHER, DISPOSAL, MICROWAVE/HOOD. 3. ALL STUDS AT EXTERIOR WALLS AND INTERIOR BEARING WALLS TO BE FRAMED AT 16" } OUTLET - 5. REQUIRED LAUNDRY RECEPTACLES SHALL BE SUPPLIED BY A SEPARATE 20 AMP CIRCUIT O.C. UNLESS NOTED OTHERWISE 1{ DUPLEX-SWITCHED AND SHALL NOT INCLUDE ANY OTHER LIGHTS, FANS, OR ANY OTHER RECEPTACLES. 4. ALL NON-BEARING WALLS, OTHER THAN IN THE KITCHEN AND PLANNING CENTERS, TO 6. REQUIRED BATHROOM RECEPTACLES SHALL BE SUPPLIED BY A SEPARATE 20 AMP CIRCUIT BE 2x4 STUDS AT 24" O.C. UNLESS OTHERWISE NOTED OR RESTRICTED BY LOCAL ,f{ OUTLET - DUPLEX-SPLIT AND SHALL NOT INCLUDE ANY OTHER LIGHTS, FANS, OR ANY OTHER RECEPTACLES. CODES OR ORDINANCES. KITCHEN AND PLANNING CENTER WALLS WHERE WALL �{ WIRED 7. ARC-FAULT CIRCUIT INTERRUPTION PROTECTIONS SHALL BE PROVIDED FOR ALL CIRCUITS CABINETS ARE TO BE HUNG SHALL BE FRAMED AT 16" O.C. OUTLET - DUPLEX SUPPLYING POWER TO BEDROOMS. 5. PROVIDE DOUBLE 2x TOP PLATES AT ALL LOAD BEARING WALLS. ARTIF. = ARTIFICIAL LIGHT SUPPLIED 8. ALL ELECTRICAL OUTLETS SHALL BE PLACED AT 15" TO CENTER OF OUTLET ABOVE 6. PROVIDE SINGLE TOP PLATE AT ALL INTERIOR NON-LOADING BEARING WALLS. MECH. = IAECHANICAL VENTILATION SUPPLIED VDW OUTLET - DISHWASHER FINISHED FLOOR, UNLESS NOTED IN THE FOLLOWING NOTES OR ON PLANS. 7. PROVIDE A 1-3/8" OR LARGER SOLID CORE WOOD DOOR, SOLID CORE STEEL DOOR THIS TABL- SHOWS CALCULATIONS FOR THE BASE HOUSE CONDITION 0220V OUTLET - 220V 9. ALL ELECTRICAL OUTLETS AT KITCHEN COUNTERS SHALL BE PLACED AT 44" TO CENTER OF OR HONEYCOMB CORE STEEL DOOR, OR 20 MINUTE FIRE-RATED DOOR EQUIPPED WITH OUTLET ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED ON PLANS. 0.00 .00 .00 A SELF-CLOSING DEVICE BETWEEN GARAGE AND LIVING SPACE IN ACCORDANCE WITH g METER - ELECTRIC VERIFY LOCATION IN FIELD 10. ALL ELECTRICAL OUTLETS AT BATHROOMS SHALL BE PLACED AT 44" TO CENTER OF THE CURRENTLY ADOPTED EDITION OF THE IRC OR APPLICABLE LOCAL CODE. 0.00 .00 .00 OUTLET ABOVE FINISHED FLOOR AT 36" HIGH COUNTERS, AND 41" ABOVE FINISHED FLOOR 8. PROVIDE FIRE SEPARATION BETWEEN DWELLING AND GARAGE IN ACCORDANCE WITH AFC ABOVE FINISH FLOOR c LIGHT - WALL-PULL A/C AIR CONDITIONING 0.00 .00 .00 `�� CHAIN AT 33" HIGH COUNTERS, UNLESS OTHERWISE NOTED ON PLANS. THE CURRENTLY ADOPTED EDITION OF THE IRC OR APPLICABLE LOCAL CODE. ALT ALTERNATE MAS MASONRY 11. ALL SWITCfS SHALL BE PLACED AT 38" TO CENTER OF SWITCH ABOVE FINISHED FLOOR, 9. PROVIDE Y" DRYWALL AT WALLS, CEILING AND UNDERSIDE OR STAIR ASSEMBLY ARCH ARCHITECT ARCHITECTURAL MATL MATERIAL OPT.SUNROOM 206.00 16.48 8.24 68.5 29.5 LIGHT - WALL UNLESS OTHERWSE NOTED ON PLANS. ACCESSIBLE SPACE UNDER STAIRS IN ACCORDANCE WITH THE CURRENTLY ADOPTED BSMT BASEMENT MAX MAXIMUM 12. ALL WALL MOUNTED LIGHT FIXTURES SHALL BE SET AT A HEIGHT OF 66" ABOVE FINISHED EDITION OF THE IRC OR APPLICABLE LOCAL CODE. BLK BLOCK MECH MECHANICAL LIGHT - FLOOR, UNLESS OTHERWSE NOTED ON PLANS. 10. ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED BY THE CURRENTLY OPT. FINISHED BASEMENT W/ 1 bl 1.5 128.92 64.46 ARTIF. MECH. RECESSED-VAPOR PROOF BLKG BLOCKING MC MEDICINE CABINET SUNROOM 0 13. SMOKE DETECTORS: ADOPTED EDITION OF THE IRC OR APPLICABLE LOCAL CODE SHALL HAVE A BD BOARD MTL METAL LIGHT - RECESSED 13.1. SMOKE DETECTORS TO BE SUPPLIED BY THE HOUSE WIRING SYSTEM, HAVE BATTERY PERMANENT DESIGNATION OR LABEL AFFIXED TO EACH PANE OF GLAZING BEARING BLDG BUILDING MIN MINIMUM OPT. FINISHED BASEMENT BATH BACKUP AND EMIT A SIGNAL WHEN BATTERIES ARE LOW PER APPLICABLE CODES. THE MANUFACTURER'S LABEL SHOWING THE TYPE AND THICKNESS OF GLASS. FOR CAB CABINET MIR MIRROR W/SHOWER 44.72 3.58 1.79 ARTIF. MECH. LIGHT - OTHER THAN TEMPERED GLASS, LABELS MAY BE OMITTED PROVIDED THE BUILDING CPT CARPET MISC MISCELLANEOUS z========Dz20 FLUORESCENT-UNDER 13.2. ACTIVE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS PER APPLICABLE OFFICIAL APPROVES THE USE OF A CERTIFICATE, AFFIDAVIT OR OTHER EVIDENCE CSMT CASEMENT WINDOW MOD MODULAR OPT. FINISHED BASEMENT BATH 44.93 3.59 1.80 ARTIF. MECH. CAB-20 CODES. CONFIRMING COMPLIANCE WITH THE CURRENTLY ADOPTED EDITION OF THE IRC OR CLG CEILING MULL MULLION LIGHT - 13.3. INSTALLATION SHALL MEET NFPA 72-70. APPLICABLE LOCAL CODE. CIR CIRCLE NTS NOT TO SCALE OPT. FINISHED BASEMENT z=======Dz 14 FLUORESCENT-UNDER 13.4. SMOKE DETECTORS SHALL BE LOCATED ON EACH FLOOR LEVEL IN THE VICINITY OF 11. ALL BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED CIRC CIRCUMFERENCE OC ON CENTER BEDROOM 127.79 10.22 5.11 12.20 6.70 CAB-14 ALL BEDROOM ENTRANCE DOORS AND WITHIN EACH BEDROOM. SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A CLR CLEAR CLEARANCE CA OVERALL 14. CARBON MONOXIDE DETECTORS: 1547.0 �_-1 LIGHT - NON-ABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT NOT COL COLUMN OH OVERHEAD OPT. FINISHED BASEMENT 0 123.76 61.88 ARTIF. MECH. �i FLUORESCENT-PILLOW 14.1. CAR30N MONOXIDE DETECTORS TO BE SUPPLIED BY THE HOUSE WRING SYSTEM, 0 LESS THAN 72" ABOVE THE FLOOR PER THE CURRENTLY ADOPTED EDITION OF THE CMU CONCRETE MASONRY UNIT OPT OPTIONAL HAVE BATTERY BACKUP AND EMIT A SIGNAL WHEN BATTERIES ARE LOW PER IRC OR APPLICABLE LOCAL CODE. CONC CONCRETE PB PUSH BUTTON OPT. HVAC 24.86 1.99 .99 ARTIF. MECH. _-_____-_ LIGHT - APP_ICABLE CODES. 0 C 12. PROVIDE THERMO-PLY SHEATHING AND BATT INSULATION FILLING ALL CAVITIES AT CONST CONSTRUCTION PNL PANEL OPT. BATH 3 W/SHOWER 51.46 4.12 2.06 ARTIF. MECH. FLUORESCENT-48X9 14.2. CAR30N MONOXIDE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT EXTERIOR WALLS SURROUNDING TUBS AND SHOWERS. CONT CONTINUOUS PAR PARTITION PC LIGHT - CEILING-PULL THE ACTIVATION OF ONE ALARM WLL ACTIVATE ALL OF THE ALARMS PER 13. ALL REQUIRED GUARDRAILS AND GUARDWALLS SHALL BE CONSTRUCTED IN CJ CONTROL OR CONSTRUCTION JOINT PED PEDESTAL OPT. BATH 3 51.67 4.13 2.07 ARTIF. MECH. CHAIN APP-ICABLE CODES. C� ACCORDANCE WITH THE CURRENTLY ADOPTED EDITION OF THE IRC OR APPLICABLE CF CUBIC FOOT PL PLATE 14.3. A CARBON MONOXIDE ALARM IS REQUIRED OUTSIDE EACH SLEEPING AREA AND/OR IN \fl LOCAL CODES. GUARDS SHALL NOT BE LESS THAN 36" HIGH MEASURED VERTICALLY Cy CUBIC YARD PVC POLYVINYL CHLORIDE 10.00+ LIGHT - CEILING THE IMMEDIATE VICINITY OF SLEEPING AREAS AS REQUIRED BY APPLICABLE CODES, L� ABOVE THE ADJACENT WALKING SURFACE AND NOT LESS THAN 34" HIGH MEASURED DET DETAIL PREFAB PREFABRICATE PREFABRICATED OPT. BEDROOM 4 156.77 12.54 6.27 23.40 MECH. 14.4. ALL DETECTORS SHALL COMPLY WITH UL2034-2008. O JBOX - PRE-WIRE M VERTICALLY FROM THE SLOPED PLANE THAT ADJOINS THE TREAD NOSINGS. DIA DIAMETER R RISER 15. LIGHTING IN CLOTHES CLOSETS SHALL BE: 14. ALL REQUIRED HANDRAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DIM DIMENSION REF REFERENCE 10.00+ FAN - EXHAUST W/ EXHAUST TO EXTERIOR 15.1. SUR=ACE MOUNTED OR RECESSED INCANDESCENT OR LED LUMINAIRES WITH CURRENTLY ADOPTED EDITION OF THE IRC OR APPLICABLE LOCAL CODES. HANDRAILS DW DISH WASHER REM REFRIGERATOR OPT. FINISHED LOFT 286.64 21.93 1 1.47 23.40 LIGHT COMPLETELY ENCLOSED LIGHT SOURCES SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS DR DOOR REINF REINFORCE REINFORCED REINFORCING MECH. OR FLIGHT WITH 4 OR MORE RISERS. HANDRAIL HEIGHT SHALL NOT BE LESS THAN DH DOUBLE HUNG R.A.G. RETURN AIR GRILLE ® FAN - EXHAUST EXHAUST TO EXTERIOR 15.2. SUR=ACE MOUNTED OR RECESSED FLUORESCENT LUMINAIRES 34" OR MORE THAN 38" AS MEASURED VERTICALLY FROM THE SLOPED PLANE THAT DS DOWNSPOUT REV REVISIONS REVISED OPT. BATH 2 W/SHOWER 42.01 3.36 1.68 ARTIF. MECH. 15.3. I A MOUNTED FLUORESCENT OR LED LUMINAIRES IDENTIFIED AS SUITABLE FOR INS FAN BOX PER CODE. PROVIDE 4-WIRE INSTALLALA TION WITHIN THE CLOSET STORAGE SPACE O ADJOINS THE TREAD NOSINGS AND SHALL BE CONTINUOUS FOR THE FULL LENGTH OF ELEC ELECTRIC ELECTRICAL RD ROOF DRAIN OPT.OWNER'S BATH 5 108.11 8.65 4.32 ARTIF. MECH. FAN - CEILING W/ LIGHT CABLE FROM SWITCH(ES) (CLG FAN 15.4. INSTALLED PER APPLICABLE CODES. ,4; THE FLIGHT. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE NOT LESS ELEV ELEVATION RFG ROOFING OPTIONAL) 15.5. FIXTURES MAY BE LOCATED ONLY WHERE THERE ARE THE FOLLOWING MINIMUM .� THAN 1-1/2" BETWEEN THE WALL AND THE HANDRAIL. EQ EQUAL RM ROOM OPT. OWNER'S BATH 4 109.58 8.77 4.38 ARTIF. MECH. CLEARANCES TO THE NEAREST POINT OF STORAGE SPACE: EXH EXHAUST RO ROUGH OPENING 15. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM MUST HAVE AT LEAST �� DISCONNECT - SWITCHEDMOUNTED 15.1,1. SURFACE INCANDESCENT OR LED FIXTURES: 12" MINIMUM ON WALL ONE EMERGENCY ESCAPE OR RESCUE OPENING IN ACCORDANCE WITH THE CURRENTLY EXT EXTERIOR SCHED SCHEDULE ' DETECTOR-CARBON UL APPROVED WALL PLUG-IN CO DETECTOR ABOVE DOOR OR CEILING ADOPTED EDITION OF THE IRC OR APPLICABLE LOCAL CODES. WHERE THE BASEMENT FO FACE OF SECT SECTION OPT.OWNERS BATH 3 105.46 8.44 4.22 ARTIF. MECH. C FIN FINISH SGD SLIDING GLASS DOOR MONOXIDE-PLUGIN WITH BATTERY BACK-UP 15.1.2. SURFACE MOUNTED FLUORESCENT FIXTURES: 6" MINIMUM ON WALL ABOVE � � CONTAINS 1 OR MORE SLEEPING ROOMS, EMERGENCY ESCAPE OR RESCUE OPENINGS DOOR OR CEILING SHALL BE REQUIRED IN EACH SLEEPING ROOM. THE EMERGENCY ESCAPE OR RESCUE FPL FIREPLACE SHTH SHEATHING OPT. OWNER'S BATH 2 109.72 8.78 4.39 ARTIF. MECH. DETECTOR - UL APPROVED WALL MOUNTED SMOKE 15.1.3. RECESSED INCANDESCENT OR LED LUMINAIRES WITH COMPLETELY ENCLOSED a� OPENING SHALL HAVE A CLEAR 5.7 SQUARE FEET OF OPEN AREA WITH A SILL FLR FLOOR FLOORING SHT SHEET S DETECTOR TO BE HARD WIRED WITH FD FLOOR DRAIN SH SHELF SHELVING SINGLE HUNG WINDOW SMOKE-WALL BATTERY BACK-UP (INSTALL PER CODE) LIGHT SOURCE INSTALLED IN WALL OR CEILING U i HEIGHT OF NO MORE THAN 44" ABOVE THE FLOOR OR 5.0 SQUARE FEET OF OPEN OPT.OWNER'S BATH 1 109.87 8.79 4.39 ARTIF. MECH. 15.1.4. RECESSED FLUORESCENT LUMINAIRES INSTALLED IN WALL OR CEILING AREA FOR GRADE-FLOOR WINDOWS. THE CLEAR OPENING SHALL A MINIIMUM OF 24" FLUOR FLUORESCENT SIM SIMILAR UL APPROVED CEILING MOUNTED SMOKE 15.1.5. SURFACE MOUNTED FLUORESCENT OR LED LUMINAIRES SHALL BE PERMITTED p v FTG FOOTING SL SLIDING WINDOW TO BE INSTALLED WITHIN THE CLOSET STORAGE SPACE WHERE IDENTIFIED FOR OF OPENING HEIGHT AND 20' OPENING WIDTH. EMERGENCY ESCAPE AND RESCUE FND FOUNDATION SC SOLID CORE OPT. BEDROOM 3 129.25 10.34 5.17 27.40 11.80 O DETECTOR - SMOKE DETECTOR TO BE HARD WIRED WITH OPENINGS WITH A FINISHED SILL HEIGHT BELOW THE ADJACENT GROUND LEVEL BATTERY BACK-UP (INSTALL PER CODE) THIS USE. FUR PURR FURRED FURRING SPKR SPEAKER 15.1.6. FOR CLOSETS 6 SQ. FT. OR LARGER PROVIDE LIGHT IF REQUIRED BY CODE. p r-+ ELEVATION SHALL BE PROVIDED WITH A WINDOW WELL AND LADDER IN ACCORDANCE GA GAUGE SPEC SPECIFICATIONS OPT. DEN 143.00 11.44 5.72 , 27.40 11.80 UL APPROVED WALL MOUNTED CO DETECTOR 16. NO PARTS OF HANGING FIXTURES, TRACK LIGHTING, AND CEILING PADDLE FANS SHALL BEON WITH THE CURRENTLY ADOPTED EDITION OF THE IRC OR APPLICABLE LOCAL CODES. GDO GARAGE DOOR OPENER SQ SQUARE DETECTOR - CARBON 16. FOR ADDITIONAL INFORMATION SEE STRUCTURAL DRAWINGS AND NOTES C TO BE HARD WIRED WITH BATTERY BACK-UP INSTALLEC WTHIN 3'-0" HORIZONTALLY OF A BATHTUB, MEASURED FROM THE OUTSIDE GFI GROUND FAULT CIRCUIT STD STANDARD HVAC 42.33 3.39 1.69 ARTIF. MECH. MONOXIDE-WALL (INSTALL PER CODE) EDGE OF THE TUB AND 8'-0" VERTICALLY FROM THE TOP OF THE TUB RIM. FL O O R P LA N NOTES GFI/WP GROUND FAULT CIRCUIT-WEATHER PROOF STL STEEL 17. RECEPTACLES SHALL NOT BE INSTALLED WTHIN A TUB OR A SHOWER ENCLOSURE. PRODUCT MANAGER GL GLASS GLAZING STOR. STORAGE LAUNDRv 48.39 3.87 1.94 ARTIF. MECH. UL APPROVED CEILING MOUNTED CO DETECTOR - CARBON 18. GROUNDING GYP BD GYPSUM WALLBOARD DRYWALL STRUCT STRUCTURAL O DETECTOR TO BE HARD WIRED WITH HDW HARDWARE TEL TELEPHONE FLEX 143.00 11.44 5.72 27.40 11.80 C MONOXIDE 18.1. TYPCAL GROUND OF LIFER TYPE, MECHANICALLY CONNECTED TO FOUNDATION VERSION RELEASE BATTERY BACK-UP (INSTALL PER CODE)HDR HEADER TV TELEVISION IREINFORCEMENT. DATE: XX/XX/XXXX HVAC HEATING-VENTILATING-AIR CONDITIONING THR THRESHOLD BATH 2 42.22 3.38 1.69 ARTIF. MECH. DETECTOR - UL APPROVED CEILING MOUNTED SMOKE /CO 18.2. ALT RNATE GROUND - MINIMUM (2) 5/8" DIAM x 8' LENGTH GROUNDING RODS, GENERAL SPECIFICATIONS HGT HEIGHT T&G TONGUE AND GROOVED S C SMOKE/CARBON DETECTOR TO BE HARD WIRED WITH FULY EMBEDDED INTO SOIL, NOT LESS THAN 6' PART. PROJECT TYPE HC HOLLOW CORE TOC TOP OF CONCRETE BEDROOM 2 146.63 11.73 5.87 13.70 5.90 MONOXIDE COMBINATION BATTERY BACK-UP (INSTALL PER CODE) 19. AN INTERSYSTEM BONDING TERMINAL SHALL BE PROVIDED FOR GROUNDING COMMUNICATION 1. WHERE DISCREPANCIES BETWEEN SOILS REPORT AND STRUCTURAL DRAWINGS OCCUR, HORIZ HORIZONTAL TOF TOP OF FOUNDATION SYSTEMS (CABLE TV & SATEWTE DISHES). Single Family CONTACT THE STRUCTURAL ENGINEER. HB HOSE BIBB TYP TYPICAL TOILET ENCLOSURE 17.43 1.39 .70 ARTIF. MECH. CEILING MOUNTED HEAT DETECTOR BE 20. GROUNDING AND BONDING OF METAL PIPING SYSTEMS SHALL BE PER CODE. 2. FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE. INSUL INSULATE INSULATED INSULATION UNF UNFINISHED DETECTOR - HEAT HARD WIRED TO FIRE ALARM SYSTEM 21. MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE 3. SURFACE WATER TO DRAIN AWAY FROM STRUCTURE. THE GRADE SHALL FALL A INT INTERIOR UNO UNLESS NOTED OTHERWISE OWNER'S BATH 110.80 8.86 4.43 ARTIF. MECH. (INSTALL PER CODE) SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE SPECIFICATION LEVEL MINIMUM OF 6" WITHIN THE FIRST 10 FEET (2% FOR IMPERVIOUS SURFACES)IN JT JOINT VERT VERTICAL 0 CHIMES - DOORBELL FOR PROPER INSTALLATION AND PLACEMENT. ---- ACCORDANCE WITH THE CURRENTLY ADOPTED EDITION OF THE IRC OR APPLICABLE JST JOIST WH WATER HEATER OWNER'S SUITE 205.66 16.45 8.23 51.00 17.7 22. VERIFY LOCATION OF ALL RECEPTACLES FOR APPLIANCES WITH MANUFACTURER LOCAL CODES. KIT KITCHEN WC WATER CLOSET ADDRESS SIGN - VISIBLE FROM STREET. SPECIFICATIONS. PLAN NAME LETTERS OR NUMBERS FOR THE ADDRESS 23. ALL RECEPTACLES CONTROLLED BY A SWITCH SHALL SPLIT-WIRED TO CONTROL ONLY THE 4. GARAGE SLAB SHALL SLOPE A MIN. OF 2" AWAY FROM STRUCTURE. LAV LAVATORY WIN WINDOW GATHERING/DINING/ 669.94 53.60 26.80 67.50 24.50 ADDRESS SIGN SHALL BE 4" MIN. IN HEIGHT AND 0.5" MIN. TOP OUTLET Martin Ra 5. CONCRETE STOOPS AND PORCH/PATIO SLABS SHALL SLOPE A MIN. OF 1/4" PER LT LIGHT W/ WITH KITCHEN FOOT AWAY FROM STRUCTURE. LNTL LINTEL W/0 WITHOUT IN STROKE OF A CONTRASTING COLOR TO 24. ELECTRICAL CONTRACTOR SHALL VERIFY SPACE REQUIRED FOR METER INSTALLATION BEFORE NPC CHILD NUMBER 6. PROVIDE BEARING LEDGE FOR MASONRY AS INDICATED BY STRUCTURAL DRAWINGS. LVR LOUVER WD WOOD LIGHT VENT LIGHT VENT THE BACKGROUND ITSELF CONSTRUCTION AND SHALL NOTIFY GENERAL CONTRACTOR OF ANY DISCREPANCIES. 7. FOR ADDITIONAL INFORMATION SEE STRUCTURAL DRAWINGS AND NOTES MM MANUFACTURE MANUFACTURER WI WROUGHT IRON ROOM NAME AREA 1562.300 REQUIRED SUPPLIED SYMBOL SYMBOL TYPE ADDITIONAL NOITES 25. ALL 15 AND 20 AMP RECEPTACLE OUTLETS SHALL BE TAMPER RESISTANT. FOUNDATION NOTES ABBREVIATIONS LIGHT & VENT SCHEDULE UTILITY LEGEND UTILITY NOTES SHEET CC.02 74'-0" - OVERALL MM 4'-2" 39-8' dp 30'-2„ 0 V O 1 v � � oU ^ O N � bt 4-10 � 4 z ° � C7 � 1 � I _ _ _ — � V LEAD WALL PAST OVERDIG ;(� - --- TYP, (SEE STRUCTURAL) N 1 C-,.I r OPT. SUMP LOCATION w/ \I/ O - 19'_ x CHECK VALVE, VERIFY o ; l __________________ _________-_______N I ROUGH IN __________ LOCATION o 11 - WATER HEATER, „ �____�_-___� PER SPEC. VERIFYCD 1 - ---------------------------- ------ 22'-0" .- LOCATION IN FIELD FD ------------------- ------------------------------ ' I FURNACE, PER SPEC, �— — 8'-7" VERIFY LOCATION W/ o SLAB / MECHANICAL PLANS GARAGE O o lcD —�II II I II II II II 1I1 I1I - I I II II 11 It 11 1 I I 11 II II 11 II J � ' COn II -' - - �-- __-__-_11II HII1I - IIII IIIIIII IIIIII I1II1I11II1 I111III;I111III; I1IIII1I I1IIII1; 1IIIIIIII1IIIIIII co I " I ^Q I� SLAB LEDGE PER DETAIL D IL, ER -------- ' LEAD WALL PAST OVERDIG TYP. (SEE STRUCTURAL) Of -0" ADD STAIR W/4 ON JJQOo 1ICO OPT. 9'-0" POUR 3'_8" 9'-5y" 13'-6y 5'-9 o 4 UN w co 6'-3y" -3" 2'-9„ SS PROVIDE — — — SEPARATION I POST & BEAM PER I SLAB ' - ; BETWEEN & -� J STRUCTURAL PLANS (SEE STRUCTUAL PLANS) SEWER C'+� LINES PER �o o RADON VENT PER CODE, CODE) VERIFY LOCATION OPT. EJECTOR PIT PUMP AS REQUIRED, _ VERIFY LOCATION I co SUMP w/ CHECK 0 VERIFY LOCATION - W L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - 44 a� PERIMETER DRAIN PER SPEC-----"--, PEC % U 2 �+-+ a.� 4'-1QY9' 2'-1Y" JOY2 ," 65-102/" Olt 7'-10Y" PRODUCT MANAGER loot 73'-10" OVERALL VERSION RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL PLAN NAME Martin Ra NPC CHILD NUMBER 1562.300 HEEI BASEMENT FOUNDATION PLAN AO.01 SCALE: 1 4" = 1'-0" HALF SCALE ON 11x17 PAPER 39'-8" 30'-4" 0 ^ IM J L` 11'-4" il'-11" 13'-7" 2'-10" IF 0. Olt • � 0 2'-6" 3'-5%" 10'-1,y2" Lnca c � o I o N � 4-10 a� --_ - OPT. A/C LOCATION7:; VERIFY IN FIELD Q (� ' �I II -F , • � O 'RE-INSULATE ------ AND T-PLY 4020 FX (TEMP 3060 SH L--------- rrV 1R/1S = N VJ N O Z CV c l v A42X60 TUB w r-------------------------- =a,n sa:, APRON m ' I 122"x3O" In * ' 15" 5'-3Y" - 2 ATTIC 9-0' CLG � � 2'_1° 2'_5° 8'-3Y" 20'-1" ACCESS I ' WIC 3 0 27" KNEE WALL o w/ CAP, SLOPE ��`, -��,,4' OPT. CHASE LOCATION 1R/1S 2/10 y" PER FT. *g,-0" CLG I (4) 12"S *9'-0" CLG STORAGE 10'-10" �; N ER BEDROOM 2 �I .0 BAH � ;, ,1,_oY", 'N o N 1 [31 0 O O TR OPT._M -' 2 CAR _x 2/10 1 • O N 3'-0" TP -' T - C14 - 9'-0" CLG -' 4) 12" S F2/10 *g'-0" CLG GARAGE - - ' OWNERS ,� ROTN YL�j 00 (:DN 75R' 1'-5y -5Y" o SUITE 6'-5Y" I Xcn O 2/8 m TD HANDRAIL PER COD 8 9 10 12 13 14 15 ' - N p p o *9'-0" CLG -6 2 11- ROPFFtE4 D o 0 ' LAUN o " 5'-6 2'-6 'I ---------------------------- CDo �ll J a �I I ` 3/0 m Q o 1'-9" o of N *9'-0" CLG _ F22"x30"-1 �I I o 2x6 *9'-0" CLG ENTRY ATTIC WALL CAFE ! 1R/1S o 2'-0" 2/t 0 L ACCESS J N 1R/1S _ �I cn L Q F I J 0 3'-6" 4,-gY„ Y r QF BEAM 4 Q co —Zo ' *9'-0" CLG WWN '�+�Q w O Q00 ^, N I '-5Y„ FOYER12'-4Y" ` .. m 15'-3 2 LINE OF SECOND o 00 1'-5" 1'-5" FLOOR ABOVE N 00 ' C-A �--P cn y — _ .— Vi quO 34 1/2" HALF WALL 3'-6" Q _( -0 CLG _ 1 N --- --- *9 TR = o c� o I *9'-0" CLG i �fl N I GATHERING 9'-0" CLG M L1_ II _____ 2_______ N _ V' DEN °° I I -� 13'-1 9'-0" CLG. i I ROOM = 2, Y" a _ 3 � 4� N SUNROOM I *-co9'-0" GLG ck�of � 2cn ip DW SINK KITCHEN COOKTOP-36 WALL OVEN of I N o O .� -- ---- -- --- -------------00 ^�I I n �ELE !! � � X w-----------,o z (2) 3040 SH , (2) 3 60 SH ---__- I as OPT. A/C U j LOCATION 4'� -__________J VERIFY IN FIELD 23'-4" -3Y" 1'-4° 6'-2" 5-10" 35'-7Y" 4'-9" 13'-7Y' 5'-0" 3'-0" 12'-0" 54'-0" 8'-0" 74'-0" OVERALL PRODUCT MANAGER VERSION RELEASE DATE: Xx/xx/xXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL PLAN NAME Martin Ra NPC CHILD NUMBER 1562.300 SHEET 1 ST FLOOR PLAN Al . I 1 SCALE: 1 4" = 1'-0" HALF SCALE ON 11x17 PAPER U � I � IOI� O vU M O ( 1 l c OQ. � � o v V J �J •J �uu O N � , 4-10 a� o � � o � c v r' u� P 9^1 - 49 12 12 5� �5 ATTIC SPACE PRE-ENGINEERED ROOF TRUSSES, PER MANUFACTURER INSULATION, PER SPEC. FIRST FLOOR PLATE — — — _ - - - WINDOW HDR. HGT. — _ - - - - - - - _ N N DD N FLEX KITCHEN GATHERING ROOM o aINSULATION, PER SPEC. INSULATION, PER SPEC. m TOP OF FIRST FLOOR — — — — — �cV _ — FLOOR SYSTEM, PER SPEC. — — — — — — — 4c 4' TOP OF FOUNDATION FINISHED GRADE BASEMENT INSULATION IF REQUIRED, PER SPEC. m cn c BASEMENT w r 0 r� TOP OF FOOTING — 1� o a� a� BUILDING SECTION 3 PRODUCT MANAGER 1/4" = 1'-0" SCALE: ---- VERSION RELEASE DATE: xx�xx�xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL PLAN NAME Martin Ra NPC CHILD NUMBER 1562.300 sHFF- A2.01 a � U i a � � O V �'^1 V J I �JJ O 1� Ni t 4-10 az o � � o � u � u� 0 PRE-ENGINEERED ROOF SSES, PER MANUFACTURER IN ER SPEC. FIRST FLOOR PLATE w4nn4nn( l I' — — WINDOWHDR. HGT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INSULATION PER SPEC N O \iv � cn KITCHEN CAFE BEDROOM 2 N � O O O a m M TOP OF FIRST FLOOR 64 — — �i��•/ FLOOR SYSTEM, PER SPEC. `_____________ FLOOR SYSTEM, PER SPEC. cn TOP OF FOUNDATION _ _ — — — U---------- — — — — FINISHEDGRADE ° _____________ Sf----------- Lc-) BASEMENT INSULATION pl' IF REQUIRED, PER oo BASEMENT ------------- a=__________ -__________- a� w nz TOP OF FOOTING — — a� BUILDING SECTION 1/4" = 1'-0" SCALE: PRODUCT MANAGER VERSION RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL PLAN NAME Martin Ra NPC CHILD NUMBER 1562.300 SHEET A2.02 U C Od V O N 21 t T d � r� O o I 14-� � Ilo � C7 � o v � U7 12 12 5� �5 ATTIC SPACE PRE-ENGINEERED ROOF TRUSSES, PER MANUFACTURER INSULATION, PER SPEC. FIRST FLOOR PLATE — WINDOW HDR. HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LINE OF OPT. TRAY CLG. N N N GARAGE BATH 2 HALL HVAC OWNER'S BATH OWNER'S SUITE O o O O m INSULATION PER SPEC. TOP OF FIRST FLOOR _ _ — — — — — — _ TOP OF FOUNDATION _ — FLOOR SYSTEM, P— C. — — — ° — — — FLOOR SYSTEM, PER SPEC. — — — cV FINISHED GRADE do BASEMENT INSULATION � � � � , INSULATION PER SPEC. Q� Lf-3 m IF REQUIRED, PER SPEC. 0 "0 m P IM 0 a a BASEMENT r U �. r TOP OF FOOTING — — — — — — a� � V w V V i BUILDING SECTION 1/4" = 1'-0" SCALE: PRODUCT MANAGER VERSION RELEASE DATE: xx/xx/xxxx PROJECT TYPE Sin le Famil SPECIFICATION LEVEL PLAN NAME Martin Ra NPC CHILD NUMBER 1562.300 SHEET A2.03 U C d U o w � CD N � 0 �J MI9T JAK 2N3M10 JYHIV O H YTIOUMM00 Mq - MIST W0001W .70 N `� 4-10 ac 8001T0EJ32 93MOTM 90 203g2 c� 110 I _ "�\I :3JA02 ^ 1 r0 V 4� V o 12 12 5 5 FYPON # LV24X24 OR APPROVED EQUAL I FIRST FLOOR PLATE L GARAGE PLATE _ - HGT. - - - - _ - - - - - - - - - - - - - - - - - - - - - MASONRY PERCENTAGE CD _0 - I M M � 17� El F1 M El ELEVATION PR2M 6" TRIM, o �� MATERIALS S.F. 0 [71 F] PER SPEC 0 a 4" CORNER BOARD, PER SPEC NONOMASONRY 205.00 100 F� F71 El F71 El O TOTAL= Q2005.00 100/O TOP OF FIRST FLOOR - - - - MASONRY - 0 �� O�,L�. ELEVATION AVAILABILITY cn 4" TRIM, PER SPEC GARAGE FND TYPE WxD CL-05 2 CAR FRONT LOAD B,M,EI 40'-0" x 70'-0" AD 2.3 3 CAR FRONT LOAD B,M,EI 50'-C" x 70'-0" o SIMILAR ELEVATION PR2M � w 1/4" = l'-C" :3JA02 w � V rr-9� r--a PRODUCT MANAGER VERSION RELEASE DATE: XX/XXIXXXX PROJECT TYPE Single Family SPECIFICATION LEVEL PLAN NAME Martin Ra NPC CHILD NUMBER 1562.300 SHEET A3 .01 0 Ocl- 1 0 N � ,a� 0 C� � 12 5 J 12 TOP OF PLAT--. - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- CD CPD Iv 44= o i �° _ O CD EB 7ED c TOP OF FIRST FLOOR�l C'4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - => I-T- S4 > 1E PRODUCT MANAGER VERSION RELEASE DATE: XXIXXLIXXXX PROJECT TYPE Single Family SPECIFICATION LEVEL PLAN NAME Martin Rav NPC CHILD NUMBER 1562.300 SHEET A3 .02 Lr) 14-4 O 0 T 0 t� N � , 4-j 0 u � C:) C) c� u L H J) wag Sf 12 d Sf........................ T.O. PLATE WINDOW HDR. HIST. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IV O T.O. FIRST FLOOR T.O. FOUNDATION cn - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - o —T.O. FOUNDATION T.O. SLAB n5 PRODUCT MANAGER VERSION RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL PLAN NAME Martin Rav NPC CHILD NUMBER 1562.300 SHEET A3 .03 U C Q U 0 1 L OQ U r/� 0 U �/J I N � , 4-10 a� o9^1 - " � u ROOF SHINGLES, PER SPEC 12 12 5 �15 T.O. PLATE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _WINDOW HaR. HGT. IV �P T T Iv T.O. FIRST FLOOR T.O. FOUNDATION cn — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — WINDOW HEAD HT. 00 o _ - T.O. FOUNDATION T T.O. SLAB =� V PRODUCT MANAGER VERSION RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL PLAN NAME Martin Ra NPC CHILD NUMBER 1562.300 SHEET A3 .04 V C d V O N � JJ d � O I O w w�_ s 8 8 ` Q Z N N O n n z Lu OUP 5 T a z Q w 50 LLJ Z z- o n , >a o0 0 V/ JJ O w Q > N z O> Q S LL w= w 1�'1 f O z O > w l W O tV O W 000 w` $ 8 x J a5~ Ui o LL m z 0 W 0° __---- _ __ ---------------------- -----� 0 rmmq a w -- --------- ----- - O - ------ ---- - -------_..--- Q z= J W Q N ^ O Q �/J uj U <=Z � z w '^ a 1 w 0 Z Q p= a F— �_ono w a S o Z Zre ZQ Q o W z< > \ W / a J j�pO W ZQ Lu � U ZE N 'pJ c? h >mz 10 N wLL = �. o00> (LO ._ a H L a z ILi- V cL O r-- r---� ,oN C'f o gcA ti a / a w cl W ^ M' ^ Z 0�5 = �LU� v < °d v a I N <�a C'1�Z o h n rn u� �L c'Z Q �� m � o c� 5: 12 Z w w aim o o 5: 12 Q zo= Z o<I w _ Qo � O 00 W F f Q N o >. : > ow w N_> a p =� d p I I w5 Lu Q z w z U < r— z z W < r---1 w ---� r---� ---� a° Z z- o > El j t---_j El t---j O w ~ w b N O z Q > o Ow w- U �— C� r w0� z >Z< w Cal g ------ W > r 05� �� ao J mz0p� �� o II �I w >v x 0 z J K) 00 W � S p r _ go Q N= o a Z o N U a=Z o- w >a 0 O Q a o,o g$ S o 0 o O W N�b o \ - o / a a�Z H J 0 # # M b Lu 5: 12 10 # # N O U wm� O # >in Z N uuj 1.L # Fu F— O w w (� 8 8 v w■ ` Q pW0 I— �� O O O a NaZ LL. z� C'1 a CAI �i.J C'4 o C'1 ti cn o < c� Q J Luuj o o 0 6 z U co oau �C1Q v � a .p Q w W N O b z z w 0 O O \ K Q I zOa 1 {ram► ,�' ZULL, L.L d Oro O 00 z 0U U O W >: > ________________________ _ __ -----------------------------..---____----_------- ----__-__-_-----..___...___________________________ ___________-_____-______-______ __ UCL PRODUCT MANAGER VERSION RELEASE DATE: XXf XX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL PLAN NAME Martin Ra NPC CHILD NUMBER 1562.300 SHEET ROOF PLAN A4.01 SCALE: 1 4" = 1'-0" HALF SCALE ON 11 x17 PAPER MM a 0 V � r N � Cl 0 C) 0 U r^ O H N � , 4-10 a� o � � o � - - - - - �— - - - - - - u - - - - - - - - - - - - - - - - - - - - m- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - ---- - I 1 I I o0o I ....... I � I / GARAGE 090 — — — — — — — — — I 1 I I I II II 11 ;I 11 11 I 11 II II 1 II II II II II II 11 II I II i � I 11 II II 11 II II TO 'IGH /S VITC II 1 II II 11 II II ------vi / i i I 1 11 II i II 11 / I I 11 11 II II I I II II II II I I I I II II II II II ----- - - --- Y 1 / Q 914- ss ss d� I I I N SLAB I (SEE STRUCTUAL PLANS) _ C� .c / o I _ _ w w _____________- - - - - - - _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _uw _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - � v a� PRODUCT MANAGER VERSION RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL PLAN NAME Martin Ra NPC CHILD NUMBER 1562.300 SHEET BASEMENT FOUNDATION PLAN uo.ol SCALE: 1 4" = 1'-0" HALF SCALE ON 11 x17 PAPER U C V O L� cl- O N 14� t O � JJ d O 0 V J O � N � , 4-1----------- o o -_-_— ' IIMb\CLI • O �i L___________J Q Li 0 J Q z — — — V I LIGHT & SWITCH `'-' c)fz A � /� 1 I � — IN ATTIC w J z L o-cn \ I w z z vo m \ I o J ' \ I ' O � U -___ n LIGHT/FAN L — o WIC BRACE AND I \ \ — — _ PRE-WIRE __Ln _ FAN � == ---- STORAGE' BEDROOM 2' - - - - — BA H 2 CA R I � GARAGE 1 ANER'S TO L SUITE T/ NIT ;H BELO I FAN- AUST 1 --- - L� I I V i I I /I I 1 1 LI.. / \ L LIGHT/FAN �� _ - \ CL o / \ BRACE AND Lf1Vl\ GAS VALVE �'.-- ��� I o cL o -PRE-WIRE - o Lv i ------------------------- I m L- W CD 11J� I I 1 Q --------"-"" � — —;FLIGHT & S�IT�H Mb\(:FJ ® IIN ATTIC I � i ENTRY � Z L . CAE - - - t-- w 5' r -- -D -- - - I "- - -- I -_______" _Y- � ER 4- QZ �w � ` _ / � -"-I �' LIGHT/FAN m ":--- -"--+ t AND / ---------- BRACE _ 0 I o I n PRE-WIRE �� 1 I I ------------ j L� ----- - -- ---Ft-----��-------J / LIGHT/FAN l� BRACE AND GATHERING PRE WIRE M I N�- ---- -----------y_ w z ROOM =--- ---- _ =�, w CL SUNROOM -v- r,----- - III -i oKITCHEN 4'= -— ffi wL sO AS 44' - ------ +44" + I 2 1 OY / -- --Pw);;_ +68 FOR +68 F-Off Mb\CLI'I, ------ I HOOD MICRO ry O ON PRODUCT MANAGER VERSION RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL PLAN NAME Martin Ra NPC CHILD NUMBER 1562.300 SHEET 1ST FLOOR PLAN U1 . 11 SCALE: 1 4" = 1'-0" HALF SCALE ON 11 x17 PAPER VENEER LINTEL SCHEDULE PIPE COLUMN 4 FOOTIN6 SCHEDULE LATERAL BRACING NOTES GENERAL STRUCTURAL NOTES Z N SPAN HE16HT OF VENEER ALLOWABLE SOIL BEARING PRE55M oCF) o ¢ STEEL ANGLE SIZE NAME COLUMN SPECIFICATIONS (MA)() ABOVE LINTEL 1500 P5F SOIL 2000 P5F SOIL 3"P5F 501E THIS MODEL HAS BEEN ENGI ED TO RESIST DESIGN P a z 3'-0' 20 FT.MAX L3'X519 V4' LATERAL FORGES RESULTING FROM: U-, _ 3 FT.MAX 0KOIxU'4 PG 1 3'DIA. II 6A/.2'DIA. 11 6A/3'DIA.SGH.40 24x24x8' 24x24x8' 24x24x8" 115 MPH WIND 5PEFD, EXP. B • DESIGN 15 BASED ON REST MINTIAL C RESIDENTIAL CODE E N _Y Z PER MRG R3012.1.1) (2012 INTERNATIONAL RESIDENTIAL CODE). Q x W z b'-0' 12 FT.MAX L4'x3V4 (A5GE 1-10 WIND MAP, . WOOD FRAME ENGINEERING 15 BASED ON ND5, 'NATIONAL OB16N o `T w 20 FT.MAX L5'x%5c5 l PG 2 3'DIA. II 6A/3k2'DIA. II 6A./3"DIA.SGH.40 30x30x12' 24x24x12' 24x24x12' RISK GAT. 2 SEISMIC GAT. A/B. SPECIFICATION FOR WOOD GON5TRUGTION' -LATEST EDITION. . . q0 MPH WIND IN 2015 MRG MAP • '�'L° 3 FT.MAX L4'x3V4(QUEETU L4'x4V4(4 BRICK) ROOF SNOW = 35 PSF (50 PSF 6ROUND SNOW) cn , E 8'-0' 12 FT.MAX L5'x*2"x%' PG 3 3'DIA. II 6A/3�'DIA. II 6A/3'DIA.SGH.40 3bx36x12' 30x30x12" 24x24x12" DEAD - IR TI FACTOR 'fR = 1.15 -2 � a W ] LOAD DURATION FACTOR = 1.15 ENGINEERED DE51GN WA5 GOMPLETED PER °' E Ib FT.MAX L6'x 2'x�p 48x48x12'FT6.W 2012 IBG (5EGTION 1609) 4 A5GE -7-10, c FLOOR LIVE = 40 P5F(30 PSF 0 SLEEPING AREAS) E J w 41-6' 12 FT.MAX Lb'x 'xJ(6' PG 4 'DIA. II 6A./41DIA. II 6A./3"DIA.5GH.40 a4 BARS o 12"O.G. 36x36x12' 30x30x12' �c PERMITTED BY R301.13 OF THE 20I5 MRG. DEAD = IO P5F 0-JOIST5 I SOLID SAW r- - E.W.o BOTTOM • = 20 PSF(o TILE) o 0 E VENEER LINTEL GONSTRUGTION OPTIONS 54x54x12'FT6.W 48x48x12'FT6. w/ AGGORDINGLY, THIS MODEL, A5 DOCUMENTED o -2 372 FOR I6' GAR *2 AGE DOORS PG 5 3'VIA.SGH.40/DOUBLE "DIA. II 6A. *4 BARS O 12'O.G. u4 BARS O 12'O.G. 36x36x12' AM DETAILED HEREWITHIN, 15 ADEQUATE TO WIND CIO MPH,EXP.B E.W.o BOTTOM • E.W.o BOTTOM • G PRESSURE RE515T THE GODS REQUIRED LATERAL SOIL 2000 P5F ALLOWABLE BEARIN OPTION A: LOOSE LINTEL(ONLY FOR 4'VENEER) 54x54x12'FT6. W 48x48x12"FT6.w/ 48x48x1r F%.w/ FORGES AND DOES NOT NEED TO CONFORM w PG 6 3 DIA.5GH.40/DOUBLE VIA. II 6A. *4 BARS o 12 O.C. BARS o 12 O.G. *4 BARS 0 12 O G. Z c HEIGHT OF 2 FT.MAX WA(QUEEN) LTx4%m(4'BRICK) E.W.o BOTTOM • E.W.o BOTTOM # E.W.o BOTTOM TO THE PRE5GRIPTIVE PROVI510N5 OF R602.10. GENERAL FRAMING ABOVE LINTEL •x 3 FT.MAX WA(QUEEN) NA's(4' BRICK) N OPTION B: REINFORCED VENEER LINTEL NOTES: STANDARD EXTERIOR WALL 5FEATHING 15 • EXTERIOR I INTERIOR BEARING WALLS SHALL BE 2x4 OR 2xb T 5x31�'X ' LOOSE LINTEL(SHORED FOR 7 DAYS MINA W 12'MIN 0FOOTINS M516N A551,E5 PLAIN CONCRETE,UNLESS NOTED OTHERH5E. 5PEGIFIGATION5 (A5 5HOWN ON PLANS)o Ib'O.G.SPRUCE PINE FIR(5PF) "STUD' g BEARING AT EACH END.DO NOT BOLT LINTEL BACK TO WOOD HEADER GRADE LUMBER,OR BETTER,WITH DOUBLE TOP PLATES. • PIPE COLUMN DESIGN BASED ON MAX HEIGHT w/q'BASEMENT GONDTION. � a r2" FIBERBOARD SHEATH I N& • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE 2x 'STUD' -PROVIDE 3i(r,'DOUBLE WIRE JOINT REIN IN FIRST TWO BED JOINTS • THICKNESS OF FOOTING CAN BE INCREASED TO 18, IN ORDER TO ELIMINATE REBAR IN FOOTING. ��/ 6RADE MEMBERS SPACED O 24"O.G.(MAX)I SINGLE TOP PLATE. M&K project number: ABOVE OPENING. FASTEN SHEATHING W8d NAILS OR 16 &A, P20 LON6 STAPLES o • ALL EXTERIOR BALLOON FRAMED WALLS OR TALL WALLS b 129 rR 3'o c.AT ALL PANEL ED6E5 AND 6'oz. IN THE PANEL FIELD. SHALL BE 2xb 5PF44E PINE FIR(SPF)a2 6RADE LUMBER OR 1 2 5- 1 3 0 1 5 -PROVIDE q 6AU6E DOUBLE WIRE JOINT REIN IN FIRST THREE BED ALL 5HEATHIN6 SHEET PANEL EDOE5 SHALL OCCUR OVER WALL BETTER. JOINTS ABOVE OPENING. FRAMING MEMBERS OR 2x HORIZONTAL BLOGKIN6 SHALL BE • ALL HEADERS SHALL BE SUPPORTED BY 0)2x JACK STUD I (1)2x 6ENERAL STRUCTURAL NOTES PROVIDED TO SUPPORT PANEL EDGE AND FASTENERS KIN6 STUD,MINIMUM. project mgr: REIN.SHALL F..XTEND A MIN OF 12 PAST OPENING AND SPLICES 5HAt.L THE NH13ER OF STUDS SPECIFIED AT A J G F BE 12"MIN. _0% SHEATHING NUMBER OF JACK REQUIRED,U,Np�ORT INDICATES THE drawn by: NJ D OPTION G: BOLTED LINTEL FOUNDATION ! (WHERE NOTED ON PLANS) •ALL 2x8 AND LAR&ER SOLID SANK LUMBER SHALL BE SPRUCE issue date: 03- 1 j- 1 6 LVL HEADER(M�ER PLAN)W 4x4)d'4'(4'BRICK)OR 5x3A (QUE�I � n '5/-3 o PINE FIRE a2(5PF *2)OR BETTER STEEL ANGLE FASTENED BALK TO HEADER W Va DIA.x 5Y2'Lo116 05IN OR 2 PLYWOOD: LA6 SGRENS O Ib'O °�,.c.PROVIDE 'DIA.HOLES IN STEEL. • CONCRETE DESIGN BASED ON ALI 332-04 AND AGI 318-05. ONLY WITH /i AT LOCATIONS INDICATED ON PLANS - SHEATHE WALL SHOWN • 2X6 HEADERS NAVE BEEN DESIGNED USING 5PF 'STUD'GRADE 6 05B. FASTEN 5HEATHIN6 A5 NOTED BELOW. ALL 5HEATHIN6 UA43M REVISIONS: NOTE: IF LINTEL OPTION 15 NOT SPECIFIED ON STRUGTURAL PLAN, CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE SHEET PANEL EDOE5 SHALL OCCUR OVER WALL FRAMING MEMBERS •ALL LUMBER SHALL BE KILN DRIED. IT 15 NOT PERMITTED FOR THAT ARCHITECTURAL CONDITION 5TREN6TH5 IN 28 DAYS,UNA.: OR 2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT date: initial: f'c WE DETAILS: ......FOUNDATION WALLS PANEL EDGE AND FASTENERS. • FACE NAIL MULTI-PLY 2x BEAMS I HEADERS H/3-ROWS OF Iod NOTES FOR ALL LINTELS: SEE DETAILS: .......FOOTINGS NAILS o 12"O.G.STA66ERED.APPLY NAILING FROM BOTH FACES o 0V15M 6A AGE VRF • PI -FASTEN 5HEATHIN6 Y'1/8d NAILS o b"O.G.AT PANEL ED6E5 REVISED GARAGE V�WLK-UP ATTIC 2=psi: ....... INTERIOR 5LA55 ON 6RADE 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2xb -SHALL SUPPORT 2%'-3Xi'VENEER W 40psf MAxIMM W36HT. 3�00 I 6ARA6E I EXT.SLABS ON 6RADE AND 12'O.G.AT CENTER.ALTERNATE: 16&A, IK2"LON6 STAPLES 12x8 MEMBERS. 04/Iq/2016 NJ6 -SHALL HAVE 1'of BEARM6 PER FOOT OF SPAN a EA.END(4'MIN.BEARING) psi: O 3'O.G.AT PANEL ED6E5 AND 6'O.G. IN THE PANEL FIELD. sLAB ON GRADE ADDED <8'SHALL NOT BE FA5TENEO BACK TO HEAVER. fy =60mo psi • REFER TO IRC FA5TE NING SCHEDULE TABLE R6o2.3(1)FOR ALL x V SHALL BE FASTENED BACK TO WOOD HEADER IN WAIL e48'0s.►�/)4'DIA.x 3 V •P3 -FASTEN SHEATHING W 8d NAILS o 3'O.G.AT PANEL ED6E5 LONG LA6 SCRB�IN 2'LON5 V>3tTIGAILY SLOTTW HOLES. • ALL CONCRETE EXP05M TO THE WEATHER SHALL NOT HAVE LESS AND 12'O.G.AT CENTER.5TAPLE5 ARE NOT PERMITTED IN CONNECTIONS,TYP.UNO. -MAX BRICK H>E16NT APPL.tES TO ANY UNINTERIVIFIM PORTION OF BRICK Oven THE THAN 5% OR MORE THAN'7% AIR ENTRAINMENT. AREAS DE516NATED AS "OSB 5HEATHINC7 - P3" • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS AL LKgS SOLL BE LON&LE&yERDCAL, •BASEMENT WALL M16N 15 BASED ON BACKFILL 501L H/ CONTINUOUS TO FOUNDATIOWBEARIN6. WEN SUPPORTING VENEER<3'WE THE FX'1 RM TOE OF TIE HORIZONTAL 1 E& EQUIVALENT FLUID PRESSURES OF 45 AND 60 pcf SOIL.SEE CONNECTION SPECIFICATIONS MAY BE Wr IN THE FIELD TO BE 344 PCX OVER THE BEARM6 LENGTH ONLY.THIS FOUNDATION DETAILS FOR SPECIFICATIONS. NOTE: 10d NAIL= 3'x 0.131'6UN NAIL • EN61�ED LIMBER TO MEET OR EXCEED THE FOLLOWIN6: 15 TO ALLOW FOR MORTAR JOMT FMISHIN& • L5L MEMBERS- FIx2325 P51;Fv--310 P51;E=155x10^6 PSI -SEE 571RZTLPAI.PLANS FOR ANY LINTEL 0OHD1T10N NOT ENCOMPASSED BY THE . BASEMENT FOUNDATION WALL DE516N BASED ON 8'-4' I q'-0"HT., ABOVE PARAMETERS. A5 NOTED ON DETAILS.TALLER WALLS MUST 13E EN61NEERED. JOIST TO 50LE PLATE (3)10d TOENAILS • LVL MEMBERS-Ffx2600 PSI;Fv=285 P51;E=2.OxIOAb P51 Mac STW.-JAN 2016 I SOLE PLATE TO J015T/3LK'6. 100 NAILS 0 4' oz. • ALL FOUNDATION WALL OPENING5 SHALL HAVE(2)15 BARS AROUND STUD TO SOLE PLATE (3)10d TOENAILS • FOR 2 13 PLY : 10d NA BEAMS,FASTEN I H PLIES TOGETHER 148 ALL SIDES,TOP,AND BOTTOM OF OPENING&*ERE APPLIGABL.E). TOP OR SOLE PLATE TO STUD (3)I0d NAILS WITH 3 ROWS OF R).NAILS 0 8 0/C(4 ROWS FOR BEAMS T REINFORCEMENT SHALL EXTEND 12'PAST E06E OF OPENING IN RIM TO TOP PLATE 10d TOENAILS o 6'oz. DEEP TI 6REATEW. APPLY NAILING FROM BOTH FADES AT 3-PLY EACH DIRECTION. CONDITION. LOCATE TIB NAILS/5GREW5 2 FROM EDGE. SOLID 3 BLK'6.BTNN.JOISTS TO TOP PLATE (3)10d TOENAILS )2"OR 54' BEAMS ARE ACCEPTABLE. • TYPICAL REINFORCEMENT DETAILS: LAP ALL REBAR 24"MIN.;BEND RAFTER/TRUSS TO TOP PLATE SEE ROOF FRAMING NOTES BARS AND LAP AT CORNERS;PROVIDE 6' HOOK INTO SUPPORTING DOUBLE STUD 10d NAILS o 24"oz. -A-TERNATE SOREN CONNECTION: FOOTIN95 HYMN FOOTINGS INTERSECT,PROVIDE 3'MINIMUM COVER DOUBLE TOP PLATE IOd NAILS O 240 oz. 5D 2 ROW506"SIMPSON 5 SGRENS(OR AW TRU55LOK)o12'O/C. AT THE BOTTOM BARS AND I I/2'COVER AT THE SIDES. PROVIDE 3 ROWS o 12"0/6 FOR BEAMS>14'DEEP. INSTALL PER DOUBLE TOP PLATE LAP SPLICE (10)IOd NAILS IN LAPPED AREA•PROVIDE#4 STRAIGHT REBAR DOWELS o 6'-0"o c.(TYP)(4'-0'oz.o TOP PLATE LAP o CORNERS I (2)I0d NAILS MANUFACTURERS RECOMMENDATIONS. 60 PGF-CLAY BACKFILL)CONNECTING WALL POUR TO FOOTING,A5 INTERSEGTIN6 WALLS • FOR 4 PLY LVL BEAMS,FASTEN I %I PLIES T06ETHER WITH SHOWN ON FOUNDATION WALL DETAILS. BUILT IF HEADER 10d NAILS o 12,oz.ALONG 3 ROW5 OF Y4'x6'SIW50N SD5 SGRENS(OR 6 N4`TRU551.OK) • BASEMENT WALLS SHALL BE BRACED,PRIOR TO BAGKPILLING,BY EA.EDGE O 12'O/C. PROVIDE 4 ROW5 O 12.OX FOR BEAMS>14'DEEP. EITHER ADEQUATE TEMPORARY BRACING OR INSTALLATION OF LOCATE TIB SCREWS 2'FROM ED6E. INSTALL PER MAW. FIRST FLOOR DECK. NOTES: RECOMMENDATIONS. SOLID l'BEAM 15 ACCEPTABLE. e ALL FOOTIN65 SHALL BEAR BELOW FROST LINE. CONSULT 501LS • BASEMENT BEAMS SHALL BE CONTINUOUS HHERE POSSIBLE. REPORT/LOCAL MUNICIPALITY FOR MINIMUM DEPTH BELOW 6RADE. I. LATERAL ANALY515 A55UME5 STUD 5PAGIN6 o 16" o.G. • FASTEN GAP PLATE OF PIPE CXX*INS TO LHDER51DE OF EN6. • FOOTINGS AND SLABS ON GRADE SHALL BEAR ON VIRGIN SOIL OR 2. ALL SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES • q% COMPACTED FILL. FASTENED TOGETHER W 12d AT 8" O.G. USE (12) 12d AT A*DIA. BEAMS WITH 5 3/°'DIA.x 3 LONG LAG SGRENS-OR-(4) )4 DIA.x 3 1.�16 5D5 SELF-TAPPING SCREWS • PIPE COLUMNS SHALL BE 3'DIA ADJUSTABLE(5GHEDUL.E 40) EACH LAP SPLICE,(6) EACH SIDE OF JOINT. (TYP. U.N.O.) • REFER TO ARCHITECTURAL PLANS AND DETAILS FOR PORCH STANDARD STEEL PIPE COLUMNS ON 36NMN12'PLAIN CONCRETE COLUMN P05T AND BEAM LOCATIONS FOOTIN675,URO. 3. ALL INTERIOR SHEAR WALL5 AND EXTERIOR WALL5 ARE SHEATHED ABOVE AND BELOW OPENIN65. •PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB ED6E5,AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP.(20'-0"OL) FLOOR FRAMING •BACKFILL SOILS W EGUIVALENT FLUID PRESSURE OF 45 P5F OR PROFESSIONAL PLAN CERTIFICATION L 6 Nil LESS -FASTEN 2xb SILL PLATES TO FOUNDATION WALLS WITH 1/2' • I-JOISTS SHALL BE DESIGNED BY MANUF.TO MEET OR EXCEED DIA.ANCHOR BOLTS o 6'-0'oz.W 7'MIN.EMBEDMENT INTO GONG. L/480 LIVE LOAD DEFLECTION CRITERIA,U51N6 THE LOWEST OR SIMP50N MASA STRAPS 0 6'-0'O.G. BACKFILL SOILS W I HEREBY GERTIFY THAT THIS PLAN, 6RADE J015T AVAILABLE. I-JOISTS SHALL RUN CONTINUOUS OVER EQUIVALENT FLUID PRESSURES GREATER THAN 45 PSF SHALL 5PEGIFIGATION OR REPORT WAS PREPARED BY ME OR • ® INTERIOR BEARING WALL SUPPORTS HHEREVER POSSIBLE. DEGREASE ANCHOR BOLT/5TRAP 9PAGIN6 To 4'-0"oz.PROVIDE UNDER MY DIRECT SUPERVISION AND THAT I AM DULY A MINIMUM OF 2 ANCHORS PER PLATE, 12 MAXIMUM FROM PLATE . �____� BEARING WALL ABOVE(BWA) • ALL METAL HANGERS SHALL BE SPECIFIED BY I-JOIST ENDS(SEE FND DETAILS).PROVIDE 2'DIAMETER X 0.125'WASHERS LICENSED PROFE55IONAL ENGINEER UNDER THE LAWS MANUFACTURER,UNLESS OTHERWISE NOTED. COUNTER SUNK INTO WOOD PLATEA4'AT ALL ANCHOR BOLTS. OF THE 5TAT:2 MIN E50TA • -••- BEAM/HEADER • I-JO15T SHOP DRAWING5 SHALL BE 5UBMITTED TO ARCHITECT AND • ALL LUMBER EXPOSED TO HEATHER OR IN CONTACT W CONCRETE • INTERIOR BRACED WALL PANEL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION Z OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SIGNATURE: NAME: JAMES G. PRICING OR 056 SFEATHiW6 OR DELIVERY. SOUTHERN PINE x2. r • FLOOR SHEATHING SHALL BE 23/32'GONORMING TO P52-04,24' DATE: 0 2/2016 RE6. NO. 52036 • is__�J AREA OF FLOOR SYSTEM DESIGNED FOR TILE O.G.,EXPOSURE I,TONGUE AND GROOVE ED6E5,FASTEN 5HEATHIN6 • BUILDER TO VERIFY GORR0510N-RESISTANCE COMPATIBILITY OF TO FRAMING MEMBERS W/6LUE AND 10d COMMON NAILS 0 b'O.G. a„ HARDWARE I FASTENERS IN CONTACT W PRESERVATIVE-TREATED J L METAL.HANGER OR OTHER GON9EGTIOK A5 SPECIFIED O PANEL EME5 I O 12'O.G.0 INTERMEDIATE SUPPORTS. WOOD.CONTACT LUMBER I HARDWARE SUPPLIERS TO COORDINATE. j BY TRUSS MANUFACTURER. v • ALL FLUSH CONNECTIONS SHALL BE CONNECTED WITH HANGER ^ CIE UJ van INDICATES P05T ABOVE.PROVIDE SOLID APPROPRIATE FOR MEMBER SIZE.U.N.O. Z u BLOCKING UNDER P05T OR JAMB ABOVE. •FASTEN HAN6ER5 TO 51N6LE PLY FLUSH BEAMS K/ 0N'LONG NAILS. O Ti , INDICATES HOLDOm BELOW. < w ROOF EE6t!Wz a � W0 • FASTEN EACH ROOF TRUSS TO TOP PLATE W/(3)12d TOENAILS LL I� i r,� ROOF � LE06ER SCHEDULE (0.131 5IMP'X 3Y4'LONG MIA o ALL BEARINGTRUPOINTS. PROVIDE(0 � � � � Z 51MP50N H25a GLIP5 AT 2-PLY GIRDER TiRU55E5,(3)SIMP50N H25a CLIPS AT 3-PLY GIRDER TRU55E5 I ROOF BEAMS AT ALL O 0 ROOF TRUSS LE06M CONNECTION ��I `'k POINTS. O T T T SPAN • ROOF 5HEATHIN6 5HALL BE IA6"PLYWOOD A.PA.RATED W (2) 12d NAILS o Ib'oz. 5HEATHIN6 24/16,EXPOSURE I.FASTEN 5HEATHIN6 TO FRAMING UP TO 6 2x4 (3) 12d NAILS o 24"oz. MEMBERS W/8d COMMON NAILS o 6'O.G.O PANEL E06E5 I O 12" CL (3) 12d NAILS O 16'oz. O.G.O INTERMEDIATE SUPPORTS. _ L � r � b'TO 10' 2x6 (5) 12d NAILS o 24"oz. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS ivi. (4) 12d NAILS o 161 oz. MANUFACTURER UNLESS OTHER 415E NOTED. j� � W �-• 10'TO 12' 2x8 W12d NAILS 0 24'oz. •ROOF TF4 55 SHOP DRANN65 SHALL BE SUBMITTED TO ARCHITECT v 1 � M AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO OVER 12' SEE PLAN SEE PLAN FABRICATION OR DELIVERY. • ROOF TRL55 MANUFACTURER SHALL M516N ROOF TRUSSES FOR NOTE: 24'oz.NAILING A5914-:5 NAILIN6 INTO END OF 3)�' UNBALANCED SNOW LOADIN6 PER ASCET-05,SECTION lb. sheet: WIDE FLOOR TR465 SM0 O L\ 4' L" 39'-8" 30'-2" o V 0 INDICATES HOLDOWN BELOW. a INDICATES POST ABOVE. PROVIDE SOLID T BLOCKING UNDER POST OR JAMB ABOVE. (� O if METAL HANGER (� 0 • r j AREA OF FLOOR SYSTEM DESIGNED FOR TILE • OR OSB SHEATHING •� INTERIOR BRACED WALL PANEL O • •• BEAM / HEADER N . • C=__ BEARING WALL ABOVE B.W.A. c ) 0 0 b!J • INTERIOR BEARING WALL 4 LEGEND 0 SD.01 SD.01 1 9 ------------------------------------------------- r ------------ ---------------------- ---- ------ -- - -- ----- -------------------- --- --------------------------------- -------------- ----------------------------------------------------------- - - ------------------------------- - ----------------- - ------ ---------------- lil �____ N 1 N BEAM POCK T i SD.01 Iz �(TYP.) I � 1/ N j > o I oo i 5 l -� n 1' y o 1 -11Y" SD.01 11 cL J Q o O =a�lt� X o \10 1 1 5 m O 11 1 8" I-JOIST SERIES Q L 1 c^v X SPAGIN6 3Y MANUFAGTURER 4�-"�O 8'-7" �� r �� SD.02 L! o 1 8x16, 15 I GURB FT6. TYP. — 1 _____ -__ _ 6ARA6E SLAB 1 I 11 114v 1 L -- I -SEE NOTES ON 5-0 o -- -------- -, SD.01 N SD.01 CD L —I— J ' I rill 7 11 11 1/8" I-JOIST l^l1 SERIES ( p SPAGIN6 BY MANUFACTURER I I i I j SD.01 9^1 - WON 101 p 1 > ° i �'� o I - - - - - - - -1 I I III 5 x � 1 N x p 11 1/5" I-JO15T N SERIES j 1 p QSk I J015 € I SPAGIN6 BY MANUFAGTURER I O w U------ ------ I �: Q Z w Q = i x m N I ;I scif F- ckf�` Lu �/ Z O I X Z I i t o ------------- ---------------------------- Q 4'_0" 8'-5Y c �Iv �10 OO w w s - ------ - -p U- ------- - o Uwl � a R �l� _�C/ p 5'-9" 1 11 1 14'- 8"---- 1 Lu CL ------- �- o - - ° X �"X o PORCH SLAB 1 r------- (I)13/a°xl I�/e" -�4- .0- =x I I c`� lo -SEE NOTES ON 5-0 0 1 ��J� LVL FLUSH o J 96 �h ! l SD.01 I I1 1 � 1 i1 N N I I �� Q 1 I I II 1/5" I-JOIST W/ SERIES I I II 6'-3Y" 4'-3" 2'-9" I 4 1 r°- II / L I J SPAGIN6 BY MANUFAGTURER L —i— J i ---- 1 N co 14'-5Y" 141-0%" - 1 I r � I , 1 ax i 1 I I I c Iz (Y I 1 L ADD L JOIST UNDER _ _ O N I� 1 i I > p FRONT E06E OF 15LAND y o 0 0 o 1 --- I 1 p BASEMENT 5LAB Q -� v BASEMENT 5LAB v o ��o -5EE NOTES ON S-O r to _ _ _ _ ADD'L JOIST UNDER _ _ r-Io -SEE NOTES ON 5-0 1 w 1 x FRONT EDGE OF ISLAND x m Q- -�,Q 1 Io x w \I� SD.01 1 xp i XQ1 3 1 1 TI it 1/8 I-JO15T N SERIES X 0 1 1 II II SPAGIN6 BY MANUFAGTURER D.01 - - - - - i — - - ADD'L JOIST UNDER 1 l 1 1 1 4 +, '�, 1 ----- ----- ------ 1 ------------ -------- ----- 1--- -- --- -FRONT EDGE OF CABINETS ----- - --- -- ----1 --- ----- ----------1 -- J 1 w --- --------- ---------- ------ ------ ------ ------ ----------------- ---_ --- -- ---- ----- ----- ------ - - - --_ _- - --- - - - --- --- -- - ---- -- - ---- J ------------------------------------------------- ----- ------------------- -- ----- - - ----- -- ----- - - --- -------- --------- - -- -- -- ----------- --- ---- ---------------------- ---------------- ----------------------------------------------------------------------------------- SD.01 rS .01 CIS 4'-10Y" 2'-lY" OY" 65'-11Y" A 7'-10Y" PRODUCT MANAGER 73'-10" OVERALL VERSION RELEASE DATE: xx/xx/xxxx REFER TO S-0 FOR PROJECT TYPE TYPICAL STRUCTURAL Single Famil NOTES & SCHEDULES SPECIFICATION LEVEL PLAN NAME SJ2'BV6'800J•18xSJ2'B'tB'B3J�0� . 11 ►►Knlb'ca►► So 2WP INeble 2AW 2�p J20•Y MWPI 16V JWM Martin a NPC CHILD NUMBER L9214eujlsl 2jLnclnLal eu01useLlu0 11562.300 044 WnrHEbm + KnFb SHEET S-1.0 U V O L� INDICATES HOLDOWN BELOW. n INDICATES POST ABOVE. PROVIDE SOLID EXTERIOR 6ARA6E WALL5: o �� �C BLOCKING UNDER POST OR JAMB ABOVE. FRONT WALL5: r METAL HANGER -2x4 5PF 'STUD' 6RADE @ o •►� 16" O.G. UP TO 13'-3" TALL. O • r j AREA OF FLOOR SYSTEM DESIGNED FOR TILE -12" O.G. UP TO 15'-0" TALL. (n L---J OR OSB SHEATHING 51DE WALL: • INTERIOR BRACED WALL PANEL -2x4 5PF 'STUD' 6RADE • ■■ BEAM / HEADER 16" O.G. UP TO II'-6" TALL. -12" O.G. UP TO 13'-3" TALL. (� • C===� BEARING WALL ABOVE (B.W.A.) -2x4 5PF #2 GRADE @ 12"O.G. UP TO 15'-0" TALL. O 1,n • ® INTERIOR BEARING WALL +, LEGEND � 0 � 1 - - - - - - - - - - - - - - - - -3Y2"x3Ya"0- - - - - - - - - - - - - - — (2)2x8 - - - - - - rrV / VJ I I \ I \ 9^1 R.T. ® 24" *117 o.G. ROOF I \ - - - - FLU U_ TRU55E5 I \ O Lu 24" o.G. v z , dd Lu o zLE t \ I �'O QI O Q LL Q CL O CL Ll \ \ I o Q m I tY = Lu _ ,- N Q N Lu + v I I LL \ �� cl 0 Od I LL z v LL, m I i�J� ------------- o \ CC) zX 6 \ 'n \ \ o n + Q N ROOF TRU55E5 \ \ TO BEAR ON d z I I � Lu / EXT. WALL. w Lu /� �t \ d is �fl I l� N N �� A \ Lu cz mI — — — — — — — — — — — — — — — — — — _ N Ul I I Lu 1 1 LL jam/ CL I R LLA Ul O \ / ; 1 \ \LL I � LL �(2)2x6 � \ I I - - - - - - Cy- O O 0 CC) \ iLU Q 16I � I I N \ , \ \ N TRU55E5 © 24" o.G. I \ v \ \ \ ���J \I \ R.T. @ I N I \ O \ I I / / �C 6 I \ 24" O.G. I O � d I I N \ �N \ �T (2)2x8 -\ I O O L I ) \ / % DROPPED r w LuLu > C� =Lu 1 --------------------= I Lu -�+ m X I +6 I \' \ R.T. @ 6 51MP508 �� N N N "ALL i \1 1 24 o.c. l I HU5G28- cln z / 00 1 1 `J 'c:� p I HAN6ER ' NIP 6.T. I I �T�+7 / I (2)13/4"x-T,4" LSL OR �fi��'� I C� N I w \ (2)2x8 M5R 1350f-1.3E 2x8 —DROPPED le/ 51 MP50 6 +6 6 HUG28-2TF U 4'-0"+/- HAN6ER V a� PRODUCT MANAGER VERSION RELEASE DATE: xx/x�xxxx REFER TO S-0 FOR PROJECT TYPE TYPICAL STRUCTURAL Single Famil NOTES & SCHEDULES SPECIFICATION LEVEL $J2'2V2'800J•1SJ�'BVe'83J0•ump�eu►K�1�cau PLAN NAME Martin Ra S0 2on4i Wsb18 2p'2np J 20•VLPI9v W J 800.T NPC CHILD NUMBER F04 L82lgeu;lsl 24LncjnL9l GUalue91,1011 1562.300 004 Wf1FHEBV1 + Kflf b SHEET S-2.0 LLz z 00 J OP ] W a "D W Yz z � - QN M W = X w z EXTENT OF HEADER o 7 w r, L a� o � 0Ir -� x x E Q C W : n T � � 4 Y .L. F E x x 51IEATHING a�, J x x x x x x FILLER a _ � x x 3'xlI y4" MIN. HEADER x x x x A5 REQ'D � a x x (SEE PLANS) x x x cn C 3 F 3 � � 3 N SIMPSON M5TA4q 00 x x x I6d SINKER STRAP,CENTERED O " LOCATE HEADER o FASTEN HEADER TO KING NAILS IN(2) BOTTOM OF FADER Y TOP OF OPENING STUDS W/(6) Ibd SINKERS ROWS o 3"O G. - LOCATE ON INSIDE w xx Z w � x x CV FACE OF WALL. J FASTEN SHEATHIN6 TO HEADER WITH 8d COMMON L NAILS IN 314 " GRID PATTERN A5 5HOM AND 3" O.G. x x x x IN ALL FRAMING (5TUD5 4 SILLS) - TYPICAL. x O x x x x � M&K project number — x i, IF PANEL SPLICE 15NEEDED IT SHALL OCCUR WITHIN x . xx 1 2 5- 1 3 O 1 5 N O MIDDLE 24" OF WALL HEIGHT. PROVIDE 2x x x x xHORIZONTAL BLOGKIN6 TO SUPPORT PANEL EDGE5. x x x project mgr J G F FIN15HED WIDTH < 18'-O" drawn by: NJ D x x SSHEAiNOGR,CONTINUOUS D O 3- 1 5- 1 6 issue date: x xx xMIN. PANEL WIDTH BA5ED ON x x FROM TOP TO BOTTOM 6:1 HEIGHT-TO-WIDTH ASPECT RATIO OF �"L'OR FROM TOP REVISIONS: FOR EXAMPLE: I6" MI'`I. FOR 8' HEIGHT OF WALL TO PERMITTED x x SPLICE AREA. date: initial: x x MIN. (2) JACK STUDS OR 03/31/2016 VRF A5 NOTED ON PLANS % % dblxlx REVI5ED GARAGE WALK-W ATTIC 04/1 q/2016 NAG SLAB ON GRADE ADDED ANCHOR BOLTS PER CODE (2 MIN) 1 WITH 2"x2'x%" PLATE WA5HER5. 1 J J OUT51 DE ELEVATION SECTION A-A TIiROUGH PIER oo EXTENT OF HEADER NOTE: ALL SHEATHABLE AREAS OF � EXTERIOR WALL SHALL BE FILLY SHEATHED WITH)6' PLYWOOD OR XN 05B 3NI I Ya" MIN. HEADER (SEE PLANS) FASTEN TOP PLATE TO LOCATE HEADER O WEAVER W/2 ROW5 OF TOP OF OPENING Ibd NAILS O 3" O.G. _ 80 NAIL o b' O.G. IN ALL SIMP50N M5TA4q STRAP, OPP051TE 51DE OF PANEL E06E5 Ibd NAIL AT SHEATHING. (SEE SECTION A-A) TYP. INSTALL NOT PART OF12" O.G. PER MANUF. SPEC. PORTALPE N Isr MIN. (2) JACK 5TU05 OR O o _ BLOCKING A5 REQ AS NOTED ON PLANS� PORTAL _ 'D FRAME FOR SHEATH'G SPLICE WALL 5E6NlENT FIN15HED WIDTH < 18'-O" PLAN VIEW OF CORNER DETAIL SEE TYP. CORNER FRAMING DETAIL J J w 1/2" VIA. ANCHOR BOLT W/10 MIN. EMBEDMENT w Q 1 4 2"x2"x3/Ib" PLATE WA5FER, TYP. 1 J ^ O L__J w LLJ z I N51 DE ELEVATION 0 < � N � 0� -< �- z u~ O U) < 6A`F"�'�<A6E FOR7AL � RAYE 5RACN& ELEIA7 � 0�" N PROFE5510NAl. PLAN CERTIFICATION Z Ld J Z 5CAL : N.fi.S. 507H 51 1�E5 OF CSARAS 1;)OOR I HEREBY CERTIFY THAT TH15 PLAN, 5PEGIFIGATION, OR REPORT WA5 PREPARED BY ME OR '� w UNDER MY DIRECT SUPERVISION AND THAT I AM DULY O m LIGENSED PROFE55IONAL ENGINEER UNDER THE LAW5 0. LL.I OF THE STATE OF MIN E50TA sheet: 516NATl1RE: NAME: JAME5 6. FRILIN6 DATE: 0 2/2016 RE6. NO. 52056 Sm4 . 0 aLi z N 2x BLK'6 TO FIT T16K O w a' ocno w 2x10 M V - 12" HEEL) OR IN EA. TR% BAY a v w 2XI2 (12' - 16" HEEL) SOLID � `�° i z BLOCKING PANELS EVERY E N w 3RD TR1)55 BAY (72" O.G. 06 MAX) FASTEN EA. BLOGKIN6 05B/PLYWOOD 5HEATHIN6 `` ¢ z BLOCKING MUST FIT TIGHT w PANEL TO TOP PLATE W/(4) UP VERTIGAL5 OF ROOF LO 12d TOENAILS BETVEEN TRUS5E5. 055/PLYWOOD 5HEATHING TRUSSES, d FASTEN W/8d O I J FASTEN EA. END OF UP VERTICALS OF ROOF 0 6" O.G. O BLOCKING TO TRJ55 w/(2) 12d TR)55E5, d FASTEN W/8d �t • �o '0W TOENAILS o TOP OF PANEL � a � "� o b" O.G.N p 2x BLK6' IN EA. TRJ55 BAY c`�ti a. OO Q p ~ FASTENED TO DBL TOP N E a a PLATE w/(3)IOd NAILS. 7 J + os r_ � 3 a ON H 3 UI ac FASTEN ROOF TF 155 TO FASTEN ROOF TRU% TO TOP PLATE OF WALL WITH TOP PLATE OF WALL WITH 2x EXTERIOR FASTEN ROOF TR% TO 2x EXTERIOR FASTEN ROOF TRU56 TO 2X EXTERIOR (3) 12d TOENAILS (0.131" X 2X EXTERIOR 'SIMP50N' H25A CLIP (2) Y SHEAR WALL TOP PLATE OF WALL WITH SHEAR WALL TOP PLATE OF WALL WITH SHEAR WALL �'4' LONG NAIL) SHEAR WALL IOd TOENAILS. w - SEE PLAN d (3) 12d TOENAILS(0.131" x - SEE PLAN 4 (3) 12d TOENAILS (0.131' x - SEE PLAN d - SEE PLAN d w � N SPECIFICATIONS 3►'4" LONG NAIL) SPECIFICATIONS �'4" LON6 NAIL) SPECIFICATIONS SPECIFICATIONS TYP I GAL SHEAR TYP I GAL SHEAR TYP I GA. SHEAR TRANSFER TYP I GAL SHEAR TRANSFER �177 DETAIL @ ROOF TRANSFER DETAIL @ ROOF DETAIL ® RAISED HEEL TRUSS DETAIL ® RAISED HEEL TRUSS ° AI HEEL HEIGHT LEW THAN IIX=" � SCALE: 3/4"=1'-0" HEEL HEIGHT Ei:1Y'JIgN 9)j" - I6' � SCALE: 3/4"=1'-O' HEEL HE16HT uP TO 24'MAX. �� $CAA& 8,/4'■I'-O' HEEL FIIdFR LP W 4Y MAX M&K project number: No eLocIc1N6 Rear s1-ouclws+�V 1 2 5- 1 3 O 1 5 FASTEN 50LE PLATE TO RIM BOARD W/ 12d NAILS o b" O.C. project mgr: J G F FASTEN 50LE PLATE TO RIM BOARD W/ 12d NAILS RIM BOARD FASTENED TO drawn by: NJ D � o b' O.G. / \ SOLE PLATE W/ 12d / issue date: 03- 1 5- 1 6 / TOENAILS o 3" O.G. REVISIONS: RIM BOARD FASTENED___ TO DK. I 2d TOENAILS PLATE o bb' OL. \ date: initial: _ 03/31/2016 VRF i �/ OPTIONAL ALTERNATE REVI5ED GARAGE WALK-W ATTIC OPTIONAL ALTERNATE FASTEN SOLE PLATE TO // DETAIL 2x EXTERIOR DETAIL RIM BOARD W/ 12d NAILS SHEAR WALL 04/Iq/20I6 NJ6 GABLE END TRU55 PROVIDE GABLE I I o b" O.G. // FLOOR 5Y5TEM 2x P.T. SILL PLATE 5�+e or+GRADE ADDED SHEATHED W/ END BRACIN6 I I (SEE PLANS) (5EE R AN5) 05B/PL.YWDOD PER TR455 RIM BOARD FASTENED TO / MANUFACTURER 2x EXTERIOR FASTEN 50LE PLATE TO SOLE PLATE W/ 12d / FASTEN 5HEATHING TO SILL ARAGE SLAB `-BAR WALL \\ RIM BOARD W/ 12d NAILS TOENAILS o b" OL. I 1 IVI PLATE PER EXT. WALL/ (SEE PLANS) FASTEN BOTTOM \\ o b' O.G. FASTEN SHEATHING TO 51LL / SHEATHING EDGE NAILING CHORD OF GABLE \V PLATE PER EXT. WALL/ \ REQUIREMENT5(SEE PLANS) 4 END TRI)% TO DBL. / SHEATHING EDGE NAILING 2x P.T. TOP PLATE W/ 12d i ` IVI IVI REQUIREMENT5 (SEE PLANS) SILL PLATE NAILS o 8" O.G. RIM BOARD FASTENED / IAl IIII 4 —� ° TO DBL. TOP PLATE W/ \ —� -_) V VIA. ANCHOR BOLTS FOUNDATION WALL Y2" PIA. ANCHOR BOLTS 12d TOENAILS o b" O.G. '= ° o b'-0" O.G. MAX. (OR (SEE PLAN5) ° o b'-O" O.G. MAX. (OR 2x EXTERIOR FLOOR SYSTEM EQUT IIVAALENT ANCHOR EQUIVALENT ANCHORSHEAR E _ FOUNDATION WAIT - SEE PLAN +E 2x EXTERIOR SHEAR (SEE PLAN5) a RAPW STRAPS) 5PEGIFIGATIONS WALL (SEE PLAN5) (SEE PLAN5) TYPICAL SHEAR TRANSFER DETAIL TYPICAL SHEAR TRANSFER DETAIL TYPICAL SHEAR TRANSFER DETAIL TYPICAL &ABLE END DETAIL BETWEEN FLOORS EXTERIOR YVALL D ® EXTERIOR BASEMENT WALL E ® EXTERIOR 6ARA&E WALL SCALE: 3/4 I'-0" SCALE= 3/4'=I'-0' SCALP= 3/4'=I'-0" SCALE: 3/4'=I'-0' U) ,Q 'J w � Q 0 w 2 Z � t) 0 N U) PROFESSIONAL PLAN CERTIFICATION z 0 >~ z RO I HEREBY CERTIFY THAT TH15 PLAN, X X z �p SPEGIFIGATION, OR REPORT WAS PREPARED BY ME OR V Q UNDER MY DIRECT SUPERVISION AND THAT I AM DULY w LIGENSED PROFESSIONAL ENGINEER UNDER THE LAW5 M OF THE STATE2M2ESOTA I.J..I 22 516NATURE: NAME: JAME5 6. ERILIN6 sheet: DATE: 0 2/2016 RE& NO. 52036 Sm4 . N O FASTEN 50LE PLATE TO RIM BOARD FASTEN 50LE PLATE TO RIM BOARD U J015T w/(3) 16d NAILS ® I6" o.c. JOIST w/(3) Ibd NAILS® Ib" o.c. c O O 2x4 NAILER FASTENED �a" 05B RIM Pell, RIM TO 50LE PLATE w/ BOARD BOARD I I I i wl 51MP50N A35 GLIP NAIL SHEATHING TO BLK'6 V2 I�( � ALL 5CHE1%LE (3)I0d TOENAILS w/(103d NAILS WATERPROOFING WATERPROOFIN6 RE I NFORGEMENT REQU I RED RE I NFORGEMENT REQU I RED 2x4 5PAGER5 I-JOIST BLOGKIN6 IN 2 FULL 2" R-10 J015T TO SOLE PLATE '-.42 R-10 TOENAILED TO JOIST BAYS FASTENED w/(2) INSULATION CONNECTION UNBAL. (3500 P51) (4000 P51) INSULATION JOISTS w/(2)I0d Sd TOENAILS ® EA. END. SEE -SEE T.O.W. FASTENER WALL THIGKNE55 FILL HT. H NAILS® EA. END T.O.W. FASTENER TABLE FOR TABLE - FASTENER A. 45 PGF 5PAGIN6 OF BLK'6 PANELS. HT. (H) (Hb) 45 PGF 60 PGF 60 PGF ^^ � ALT. SILL PLATE STRAPS: ALT. SILL PLATE STRAPS: ��,��,� W � 5G,ML-CL,INORGANIC GL 5G,ML GL,INORGANIC GL SIMP50N LMA6Z @ 4'-b" O/G � 4 2x6 P,T. SILL PLATE w/Y2" DIA. 51MP50N LMAbZ ® 4'-b" O/G �� GRADE , 2x6 P.T. SILL PLATE ENE DIA. GRADE ANCHOR BOLTS FASTENED PER ANCHOR BOLTS FASTENED PER HORIZ: (4)#4 (I TOP 8 HORIZ: (4)#4(I TOP d HORIZ: (4) #4 (I TOP rE HORIZ: (4) #4 (I TOP f �-{ 51MPSON MASH ® 6-O OlG 51MP50N MASA ® b-O OlG _ _ _ 3/4" MIN. T.o.W. FASTENER TABLE - 3/4" MIN. T.O.W. FASTENER TABLE - 51MP50N MABI5 2'-c{" OlG — u u u BOT.,2 MID) BOT., 2 MID) BOT.,2 MID) BOT., 2 MID) 51MP50N MABI5 ® 2-q O/G —III=III= FASTENER B. PROVIDE (2) ANCHOR —1 I 1-1 I I— V211 MAX. FASTENER B. PROVIDE (2) ANCHOR 8 -4 �2 -4 VERT: WA VERT: #4® 22" O.G. VERT: N/A VERT: WA O ° GLR BOLTS PER PLATE,MIN. 12" FROM #5 A 33" O.G. +� � 1=1 1=1 `�ZGLRX BOLTS PER PLATE,MIN. 12" FROM I III=I ° EACH END. WATERPROOFING I- EACH EN #6 ® 47 O.G. 7 WATERPROOFING , (AGI 332) (AGI 332) (AGI 332) (AGI33?) H I$ FOUNDATION �- FOUNDATION I- -� �- 7 y2" POURED GONG. WALL # # # # DRAINAGE PER FL <; �— 7 Y2 POURED GONG. WALL DRAINAGE PER � LL ° HORIZ: (4) 4(I TOP $ HORIZ: (4) 4 (I TOP ✓E HORIZ: (4) 4(I TOP rf HORIZ: (4) 4(I TOP E w q (SEE 5GHEDULE FOR REINF). ARCHITECT w (SEE SCHEDULE FOR REINF). - BOT.,2 MID) BOT., 2 MID) BOT., 2 MID) BOT., 2 MID) r(^� ARCHITECT w Lu ° 11 11 ' " VERT. #4 ® 20" O.G. VERT: #4 a 15" O.G. VERT: N/A VERT: #4 o 15" O.G. V J z TYP. B5MT. SLAB z TYP. BSMT. SLAB q 0 y2 8-0 # Q TYP. FOOTING: Q (SEE NOTES ON 5-0): #5 o 30 O.G. #5 ® 22 O.G. 5 o 22 O.G. TYP. FOOTING: (SEE NOTES ON 5-O): #6 ® 42" O.G. #6 ® 3►" O.G. #6 ® 32" O.G. 5x18 PLAIN GONG. FT6. PLAIN GONG. SLAB w/ 6 MIL 8x18 PLAIN GONG. FT6. d PLAIN GONG. SLAB w/ 6 MIL (AGI 332) (AGI 332) (AGI 332) (AGI 332) (®1500 PSF SOIL) = c� VAPOR BARRIER ON 4° (®1500 P5F SOIL) VAPOR BARRIER ON 4" Sx16 (®2000 P5F SOIL) CRUSHED STONE ON 95� Sxl(6 (@2000 P5F SOIL) m f CRUSHED STONE ON 95� NOTES: - PROVIDE 24 LON6 #4 m COMP. FI L OR VIR61N 501L - PROVIDE 24" LONG #4 ° ' GOMP. FI L OR VIRGIN 501E LOCATE TOP 4' DOWEL5 ® 12" o.c. w/5" FT6. I T.O.W. FASTENER TABLE REMA N N6 HORZ. BARS ATTOM �Ri2EQ D BYIZONTAL BGHARARS wT01 BE EQUALLY O OP/BO EDMBETWEEN OF L DOWELS ® �2" o.c. w/ 5" FT6. T.O.W. FASTENER TABLE „ EMBED. (48" o.c. w/ 60 PGF EMBED. (48 o.c. wl 60 PGF 501E (GL)) I °Q °d ° E.F.P. PANEL SPAGIN6 FASTENER B 501L (GL)) ° °a °d —III E.F.P. FASTENER A FASTENER B ALL HORZ. BARS TO BE 40 K51 OR GREATER AND ALL VERT. BARS TO BE 60 K51 (5,000p51 CONCRETE OR ° d °d, =I = „ (5,000pci CONCRETE OR ° ° I I I- 51MP50N A35 GLIP 142" DIA ANCHOR • OR GREATER. 3 0 2,500 sl GONG. Wl Y2 DIA ANCHOR 2,500 5i GONG. Wl ALL REINFORCEMENT TO BE LOCATED V2 MAX. - /4 MIN. FROM IN51DE FACE OF J p p =I I III— 45 P5F d (3) IOd TOENAILS BOLTS® 6-D o.c. WALL WHEN REQ'D. w APPROVED ADMIXTURE) - I ,I I 45 P5F 48 o.c. BOLTS® b-O o.c. APPROVED ADMIXTURE) ® EA. TRUSS. • WALL DE516N BASED ON TRUE THIGKNE55 5HOWN. J Y2" DIA ANCHOR 51MP50N A35 GLIP Y2" DIA ANGHOR Q TYPICAL BASEMENTOUNDATION 50 P5F 36" o.c. BOLTS ® 4'-O" 0.6. I TYPICAL BASEMENT FOUNDATION 50 P5F +E (3) IOd TOENAILS BOLTS® 4'-O" o.c. • WALL DESIGNS BASED ON AGI 332 OR 318 AS PERMITTED BY IRG SECTION cn ® EA. TRUSS. R404.1.2. N SCALE: 3/4"=1'-0" PARALLEL FRAMING SCALE: 3/4'=1'-0" PERPENDICULAR FRAMING E.F.P. = EQUIVALENT FLUID E.F.P. = EQUIVALENT FLUID PRE55URE OF BAGKFILL SOIL. PRFSSIIRF OF F3A6KFII_I_ SOIL. z �O Li U w F---+ tr w w c1] cn as �211 BAB M N I / ALL 5GH I;)VL w co Q REINFORCEMENT REQUIRED REINFORGEMENT REQUIRED 0 0 = � J �i WALL UNBAL. (3500 P5I) (4000 P5I) � Q Q HT. (H) THIGKNE55 FILL HT. 45 PGF 60 PGF 45 PGF Q 60 PGF v m d = ,1> O w � 6K 6P,5K 5P,6M, 6K 6P,SK 5P,6M, - LL N = Q) r of ++ SG,ML-,L,INO%Mr,a5G'ML-GL,INORGANIC GL C) - In F� HORIZ: N/A HORIZ: (4) #4 (1 TOP d HORIZ: N/A HORIZ: N/A Q n a�_4u q y u 7 _Q" VERT: N/A BOT.,2 MID) VERT: N/A VERT: N/A �/ d DD_ Q Q N 2 RT: N/A tu Lu to (AGI 332) (AGI 332) (AGI 332) (AGI 332) Z Z Z HORIZ: N/A HORIZ: (4)#4(1 TOP 8 HORIZ: N/A HORIZ: (4) #4(1 TOP 4 O o Q w PRODUCTION MANAGER VERT: N/A BOT., 2 MID) VERT: N/A BOT., 2 MID) (Y y O c�''_0" q Y2it VERT: N/A VERT: N/A A— � O (YJ0) N JGF 8 -O Q- LIB Q � CURRENT WLY Q- O Z� J RELEASE DATE: 4/25/13 (AGI 332) 1(AGI332) (AGI 332) (AGI 332) REV DATE DESCRIPTION 0 v O vLU 0 o OS/05/2013 NOTES: ZO O o • LOCATE TOP $ BOTTOM HORIZONTAL BARS WITHIN 24" OF TOP/BOTTOM OF WALL. m if C) � Q Li REMAINING HORZ. BARS A5 REQV BY CHART TO BE EQUALLY SPACED BETWEEN. D/ < Q 0 05/14/2014 � Lu • ALL HORZ. BARS TO BE 40 K51 OR 6REATER AND ALL VERT. BARS TO BE 60 K51 LLLU bi OR GREATER. — v z z Lu cn 04/28/2014 • ALL REINFORCEMENT TO BE LOCATED V2" MAX. - %" MIN. FROM INSIDE FACE OF Q O c � p z WALL WHEN REOV. D- -a O § • WALL DE516N BASED ON TRUE THIGKNE55 5HOWN. o Z� 07/II/2014 Is WALL DE516N5 BASED ON AGI 332 OR 318 A5 PERMITTED BY IRG SECTION R404.1.2. o 02/05/2015 0 w Z A 10/01/2015 NOTE: SEE SEGOND Li w SD.01 SHEET FORA ¢ 0 � TYP. SOLE PLATE TYP.5E 1/5D.01 LE ATE DETAILS 4 8 1 4 q. 8'-01' MAX - SEE 1/50.01 8-O„ MAX SPAN Pell O5B RIM SPAN BOARD OA SIB RIM z BOARD w TYP. PORGH SLAB: DL4 TYP. PORCH SLAB: a PROJECT TYPE 5" REINF. GONG. SLAB Q 5" REINF. GONG. SLAB w/ #4 BARS ® I6" o.c. w/ #4 BARS ® I6" o.c. IN LE FAMILY EA. WAY MID-DEPTH FLOOR JOISTS EA. WAY ® MID-DEPTH JOIST TO SOLE PLATE (8'-O" MAX SLAB 5P N) -SEE PLAN (8'-0" MAX SLAB 5P N) GONNEGTION -SEE 1/50.01 FOR TOP OF ° -SEE T.O.W.FASTENER COMMUNITY d WALL BRAGIN6 DETAILS d TABLE - FASTENER A. ^ _ — — TYP. SILL PLATE = 3/4 MIN. TYP. SILL PLATE LL z — I— � —°°°d - � m LAWSON COMMUNITY ID 3/4 MIN. N --_ - - J � III= -SEE 1/50.01 III SEE I/5D.01 I- �'z° MAX. - — V'z MAX. ADD'L #4 BADS @ 24" o.c. EXTENDED GLR ADD'L #4 BARS ® 24" o.c. CO w UNGOMPAGTED GLR 12" INTO FULL WIDTH WALL. STEM REINF. UNGOMPAGTED °, EXTENDED 12" INTO FULL _ NOT REQUIRED WHEN: BAGKFILL WIDTH WALL. STEM REINF. z GARAGE HANDING BAGKFILL a E c STEM < 10" TALL PROVIDE ►Yz" MIN. NOT REQUIRED WHEN: ¢ X z PROVIDE V2 MIN. 3 I/2 3 1/2 STEM < 10" TALL • SLAB LEDGE ° ; ° a 6 SLAB LEDGE ° bil 0 LL w �z" BSMT. WALL WATERPROOFING �'z" BSMT. WALL o Z J SPECIFICATION LEVEL WATERPROOFING -SEE SCHEDULE --- -SEE SCHEDULE 0 Q Y 2 R-10 u O W az INSULATION INSULATION a q I/2 TYP. BSMT. SLAB `n CO - q I/2 TYP. BSMT. SLAB -SEE I/SD.OI a L6 Y F E PLAN NAME 2" WALL THIGKNE55 ° �'; -SEE 1/50.01 ® 2" WALL THIGKNE55 ° ° :, ADDED FOR SLAB SUPPORT N w w ADDED FOR 5LAB SUPPORT ° I U + NPC PLAN NUMBER d Ncn cu LA-W-S- ON PLAN ID TYP. FOOTING a o TYP. FOOTING I I I-SEE I/5D.01 -SEE I/SD.OI I _ LEGACY PLAN NU MBER NAME I -I� LL_ I� - O O TYP I GAL CONCRETE 55MT. FON. WALL T`I'P I GAL CONCRETE 55MT. FDN. WALL 11� U SHEET w/ w � PORCH SLAB 3 w/ PORCH SLAB 3 "_ , „ SCALE: 3/4"=I'-p" PERPENnIGULAR FRAMING SD.01 5CALE: 3/4 -I-0 PARALLEL FRAMING z Q cll TYP. SOLE PLATE TYP. SOLE PLATE I O - SEE 1/50.01 - SEE I/SD.OI �--� V'e" 056 RIM lye" 056 RIM a O y C BOARD BOARD TYP. PORCH SLAB LO a_LS PE PER PLAN -SEE 3/50.0I r� *� GRADE TYP. 6ARA6E SLAB FLOOR JOISTS TYP. GARAGE SLAB JOI5T TO 50LE PLATECIS (SEE NOTES ON 5-0): -5EE PLAN (SEE NOTES ON 5-0): CONNECTION U O w = I =III GONG. SLAB vw/ -SEE 1/5D.01 FOR TOP OF GONG. SLAB YV -SEE T.O.W. FASTENER = 4 H w I I—I I I—I I a FIBER MESH ON 4 WALL BRAGIN6 DETAILS FIBER MESH ON 4 TABLE - FASTENER A. 4=7 Nw I — SAND ON q5% SAND ON q5% p —III = GOMPAGTED FILL SLOPE COMPACTED FILL SLOPE PER PLAN TYP. 51LL PLATE PER PLAN TYP. SILL PLATE O S ROUGHENED OR VIRGIN SOIL -SEE i/SD. 3/4 OI OR VIR61N 501E " MIN. -SEE I/SD.OI ►�' o Q z-Q, SURFACE FOR °° 3/4" MIN. U ,J `Do Q SLAB BEARING ° ° lye" MAX. ° ° lye" MAX. O m GLR °�I GLR W ++ J l YY PLAIN GONG. ° a, (I I=1 I i 1-1 I I ° a +1 0 z < ° FDN. WALL I I 1 1 1 i 1 11 I 1 qy2" BSMT. y�ALL 1 _ ° qy2" BSMT. WALL I_-I I-I I I_-I I-I i I =III—III ° I = I —I 1 ° f -SEE 5GH+EDULE v PROVIDE V2 MIN. -SEE SCHEDULE (� _ 6 PROVIDE lye MIN. p „ d TYP. FOOTIN6 BEARING SLAB LEDGE 3Y2 a 6 SLAB LED6E 3Y2 d 6 � = O d ° ON q5% COMPACTED FILL V OR VIR61N SOIL -SEE 1/50.01 WATERPROOFING d 1 q I/2" TYP. BSMT. SLAB WATERPROOFING ° d l q I/2" TYP. BSMT. SLAB ° ° ° -SEE 1/50.0 ° 0 -SEE 1/59.01 d d r.. 2" R-10 a 2" R-10 INSULATION % INSULATION ° d , a , d TYP. FOOTING ° TYP. FOOTING -SEE 1/5D.01 ° III=I ® -SEE 1/5D.01 ",Lr=.1oL--III III -I 'i I- 0 TYP I GAL CONCRETE FOOTING ® -I � PORCH SLAB w Q SCALE: 3/4"=►'-0' TYP I GAL CONCRETE 55MT. FDN. WALL TYP I GAL CONCRETE 65MT. FDN. 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FOOTING BEARING ° -SEE 1/5D.04 °e ° ON G5`� GOMPAGTED FILLON q5% 0 OR VIR6iN 501E TED FILL ~ 07/28/2015 OR VIR61N 501ELi -SEE 1/5D.01 -SEE I/5D.01 w l0/01/2015 TYP I GALL SLAB ON GRAPE FOOTING TYP I GALL CONCRETE FDN. C� GA�RA�GE � 0 z TYP I GALL POOT I NG � PORCH SLAB � GArRA�GE MV�71NING� z � SCALE: 3/4=1-0 O 0 w O Z 0 V) W J U 0 W 0 O TYP. SILL PLATE LKI -SEE 1/5D.04 FASTEN 5HEATHIN6 TO SILL PROJECT TYPE PLATE PER EXT. WALL/ TYP. GONG. SLAB SHEARWALL EDGE NAILING -SEE 5/SD.04 SINGLE FAMILY PROFESS I ONAL PLAN CERTIFICATION REQUIREMENTS COMMUNITY NAME (SEE PLANS) INTERIOR °, —�-- BEARIN6 WALL I HEREBY GERTIEY THAT TH15 PLAN, SPEGIEIGATION OR REPORT WAS PREPARED BY ME OR L.L 6RADE z 7 171 I I= III—III = 2x P.T. BOTTOM PLATE UNDER MY DIRECT SUPERVISION AND THAT AM DULY o o J LAWSON COMMUNITY ID Ir w ; ° w/ HILTI DNI 72 PS PINS LICENSED PR01 E55 0NAL ENGINEER UNDER THE LA.VIS 00 w OR EQUAL @ 36 o.c. 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SILL PLATE W HILTI Y4" DIA. x 3y4" LON6 TAPGON5 DNI 12 P8 PINS ® 16' o.c. OR -SEE 1/5D.04 DNI 12 Pb PINS ® I6 o.c. OR THICKENED PLAIN GONG. �� THICKENED SLAB ® 32" O.G. Y4" DIA, x 3Y4" LONG TAPGON5 �'"'� Y4" DIA. x 3Y4" LONG TAPGON5 PARTY WALL @ 32" O.G. PARTY WALL ® 32" O.G. STEP HEIGHT VARIES TYP. GONG. SLAB TYP. GONG. 5LAB ° -SEE Il50.04 ° -SEE 1/50.04 ° TYP. GONG. SLAB (PER ARCHITECT) cn � -SEE 1/51').04 (8" MAX) X5 Ix b�-A PROVIDE #4 DOWELS x r xa° — x � ° 36 O.G. INTO GONG. SLAB X. _ jr_I I � —__=� --� I 1= j=� ° PROVIDE #4 DOWELS ® D_ Q ° 36" O.G. INTO GONG. 5LAB ,° ° 12" PLAIN GONG FDN. WALL 0� (3,000 p51 GONG. RETE MIN.)4 411 w � u ° kn u(�n 46 STANDARD: 24 WIDTH I O I O I 12 PLAIN GONG. FDN. WALL 3 FLOOR5 + OPT �y z ° ° (3,000 p51 CONCRETE MIN.) z o ° ° HABITABLE ATTIC: 28" z O °° ° f 4 TYP. FOOTING: ° TYP. FOOTING: ' Sx24 PLAIN GONG. FT6. (Sx28 ® OPT. STANDARD: 24 WIDTH 8x24 PLAIN GONG. FT6. (Sx28 ® OPT. 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SLAB 0 1 d U ° O p a w PRODUCTION MANAGER w N JGF CURRENT LL_ , Fn RELEASE DATE: 4/25/13 Z 0 °° , °` ° FOOTING L REV # DATE DESCRIPTION -5EE 1/50.04 0 05/15/2015 w Q Q Ol/28/2015 J w ILI Q 10/01/2015 TYPICAL EXTERIOR CONCRETE FnN. d GARAGE BLAB Q � 0 z O Qa w O z 0 0 Li J U 0 W 0 F- O Z PROJECT TYPE SINGLE FAMILY COMMUNITY NAME PROE551 ON,4L PLAN GERT I I GAT I ON nn 17 LAWSON COMMUNITY ID I HEREBY GERTIFY THAT THIS PLAN, N L.L z 5PEGIEI6ATION, OR REPORT WA5 PREPARED BY ME OR g o J UNDER MY DIRECT 5UPERVISION AND THAT I AM DULY °' omo w GARAGE HANDING LICENSED PROFESSIONAL ENGINEER UNDER THE LAW5 a Y W ____ OF THE STATE OF MINNE50TA �; J_ Z m � Q N 06 z SPECIFICATION LEVEL J 516NATURE: NAME: JAME5 6. FRILIN6 "- w Y --- Z DATE: 0 /2016 RE6. NO. 52036 O Ir J 0 O N10 E Q z 0 PLAN NAME .r u `° Li w w CL E _j _j NPC PLAN NUMBER IL CL N U U ---- c E ] ] A 0 p LAWSON PLAN ID o L E ( c O O N m H w w LEGACY PLAN NUMBER / NAME col 3 N w L- O O Of O SHEET w LLJ w z 0-1 SDO04A Li Q o � o � HEADER c O � (5EE PLANS) a 0 MAIN FLOOR FLOOR TRU55E5 CD0 TOP OF P GONGRETE F--1 FOUNDATION WINDOW HEADER2Z( O � FINI5HED c ) a GRADE �•/ ° O BOLT LADDER TO —J INTERIOR FACE ci K O OF CONCRETE WALL n V O �r UP TO GRADE Cn O (2) #5 BARS AROUND ° ALL GONG. OPENIN65. EXTEND PAST OPENING 8" MIN. TO FILL = 12" IN ALL DIREGTION5 �- d w ° 12" PLAIN GONG. WALL ON _ II O r- = d 8"xl6" PLAIN GONG. FT6. a� w cn 0 d = a 6RANULAR FILL 0 = a d PITCH TO DRAIN CL N J 4'-1" ° J N FRAMING R.O. d d 3" DIA. PERFORATED DRAIN TILE R15ER FA5TENED 4140 SL ( EGRESS) co TO THE WALL WITH GAP, N IIIIIIIIIIII—III WRAP R15ER PIPE WITH \ -� INSULATE PER FABRIC -� SPEC, m I I I1 11 I z O m a = 1=° DRAIN TILE L ~ III III III III—III W N ° IIIIIIIII—III— -.-� m —III—III = d a w -� III= 1 ° BASEMENT = ° d a II II d, FLOOR co f� SLAB a � O o 2" R-10 d� = 1 1 1= I °�d d IN5ULATION L ° °d d _ ° d PLAN VIEW z : DETAIL VIEW OF INTERIOR BA5EMENT WINDOW FRAM I NG. DETAIL L 51 DE VIEW OF Q w � � BA5EMENT EGRE55 WINDOW WELL. 4 o cn N 0 PRODUCTION MANAGER TOP OF J JGF GONG. WALL N CURRENT Fn RELEASE DATE: 4/25/13 -lit J EGRESS WELL WIDTH D REV DATE DESCRIPTION 0 08/05/2013 w 410, 03/14/2014 MASONRY OPENING cn 04/28/2014 WINDOW HEADER INSULATE PER z z 4 4 )=�i Ix4 PVG w/ DRIP GAP § SPEG. a ° GRADE LINE < 01/II/2014 d CO`�/ER ALL 0 02/05/2015 3" MIN. FRAMING W/ 0 0 (NP) 1/2" 5HEATHIN6. a pQ� 10/OI/2015 d O z J O Q 4' o z TOP OF FDN. PROFE55I ONAL PLAN GERTI F I GATI ON PROJECT TYPE d SINGLE FAMIL I HEREBY CERTIFY THAT TH15 PLAN, ° SPECIFICATION, OR REPORT WAS PREPARED BY ME OR COMMUNITY NAME M.O. FOR 4140 WINDOW (, UNDER MY DIRECT SUPERV15ION AND THAT I AM DULY a LICENSED PROFESSIONAL ENGINEER UNDER THE LAW5 GRADE LINE OF THE STATE OF MIN E50TA LAWSON COMMUNITY ID N TRIMMER5 516NATURE: NAME JAME5 6. FRILIN6 m m 11'2" EGRESS GONG. WALLS DATE: 0 /2ft RE6. NO. 52036cr GARAGE HANDING INSULATE PER 71 SPEG. SPECIFICATION LEVEL Y � --- 3 I/2" POURED FLOOR 0 PLAN NAME Li Lj FOOTING J NPC PLAN NUMBER m --- o LAWSON PLAN ID DETAIL FRONT V o o VIEW OF DETAIL VIEW OF EXTERIOR --- o � - BA5EMENT ECGRE55 WINDOW WELL. F I N 15H. � LJ LEGACY PLAN NUMBER NAME TYP I GAL BASEMENT FOUNDATION WINDOW � LLj � SHEET 22 w J = z SD,05 z � JQ Q o 4-1 N T J O O O o � 0 J (L W J Q U V) N C� C!� z O LJ V) w C 1 a w C� CK r..� W EXTERIOR WALL V BEYOND, 5EE PLAN i I X Y i i Y cn I i w 51MP501N H2.5A CLIP EXTERIOR WALL = V O as EXTERIOR WALL 5TUD5. SEE PLAN c O FLOOR 5HEATHIN6 P05T `t �� FASTEN BOTTOM i i 5TUD5. 5EE PLAN V PLATE TO DEL -5EE PLAN5r-2x(o X 5EE PLAN C/� 2x10 J015T. LAP w `"� ' /P05T 4 FA5TEN V 1 V RIM w/ 12d NAILS LAP 2x10 J015T w/ w/(b)Y4"x4" LONG 5D5 5GREN5 FLAT STUD FASTENED CnL N ' ® 6" O.C. P05T s FA5TEN W (TYP. EA END) TO P05T W Y4"x4" LONG z 2x10 GANT'D. ii (6)Y4" x 4" LONG SD5 505 5GREN5® 12" O.G. .--� 0 J015T x �''RE�' P05T X ui X BEYOND(TYP. E.A. END) -SEE PLAN CRIPPLE t^lALL a_ PRODUCTION MANAGER � � JGF 2x10 RIM N CURRENT (2)2x10 RIM. EXTEND 51MP50N A34 CLIP CUR FASTEhlIN6 2x10 GANTb EXTERIOR NALL — — — — In RELEASE DATE: 4/25/13 I-6 TO DOUBLE STUD BOTTOM OF RIM. (MAX.) � REV DATE DESCRIPTION SHEATHING TO 0 0 oal0512013 5HEARNALL ED6E SHEARWALL EDGE NAILING PER 5PEG5 NAILING PER 5PEG5 J FOUNDATION OR Q 03/14/2014 FLOOR 5Y5TEM BELOW -SEE PLANS �02AO P.T. RIM. (2)2x10 P.T. RIM. cn 04/28/2014 51MP50N HUG210-2 SIMP50N HUG210-2 z THI5 DETAIL 15 LIMITED TO A CONGEALED FLANGE CONGEALED FLANGE q'-0" WIDE BAY NINDON SEAT HAN6ER(TYP) HANGER(TYP.) 0 0 07/II/2014 PLAN X-X PLAN Y-Y 0 02/05/2015 BUMPOUT �TA I L `-� 3/4"=1'-0" SCALE; 3/4"=1'-0 0 " 0 0 Li 10/01/2015 3 SCALE. 3/4"=1'-0" z w J cn 0 V) W 0 O z PROJECT TYPE SINGLE FAMILY COMMUNITY NAME PROFESSIONAL PLAN CERTIFICATION LAWSON COMMUNITY ID I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY GARAGE HANDING LICENSED PROFESSIONAL ENGINEER UNDER THE LAW5 OF THE STATE OF MINNE50TA SPECIFICATION LEVEL J 516NATURE: NAME: JAME5 6. FRILIN6 Y w 0 O oo�DATE: 0 /2016 RE6. 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