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Home My WebLink About6518 Bradford Woods Dr (3)TM 111pulteGrou P. APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE 40'-0" 64'-8" - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL -2014 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB LOT SPECIFIC AREA TABLE Number Sheet Tale Description TOTAL. —Sheet G0.01 Cover Sheet :CONDITIONED SPACE G0.02 General Notes CMU-1ST FLOOR BASE PLAN 1651 SF A1.11 1st Floor Plan CMU-2ND FLOOR BASE PLAN 1243 SF A1.21 2nd Floor Plan 2894 SF A2.01 Front Elevation & Details ;NON -CONDITIONED SPACE CMU—COVERED LANAI 260 SF CMU—FRONT PORCH ELEV CO2 100 SF CMU—GARAGE 2 CAR 416 SF 776 SF A2.02 Side & Rear Elevations & Roof Plan E1.11 E1.12 E1.21 E1.22 P1.11 1st Floor Electrical Plan 1st Floor Electrical Options 2nd Floor Electrical Plan 2nd Floor Electrical Options 1st Floor Plumbing Plan 3670 SF P1.21 2nd Floor Plumbing Plan CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 Kitchen Refrigerator Choices No Refrigerator Laundry Room Washer an Dryer Choices No Washer and Dryer Configuration Choices Configuration B V�Additional V`J�p?E ,00' vG G �00e' &e v� Go�� Vv� ��Customer ® �'S �' Q Masonry Choices No Masonry Elevation Choices Coastal (CO202) irs oor Plate Height 9'-4" Plate Height Bath 2 Shower Choices Tub/Shower Combination Bath 4 Choices No Bath 4 Flex Room Choices Flex Room Flex Room Ceiling Choices Flat Ceiling Flex Room Door Choices Opening Garage Attic Choices No Attic Storage Garage Bay Choices 2—Car Front Load Garage Extension Choices No Extension Garage Water Heater Choices Electric Water Heater Gathering Room Ceiling Flat Ceiling LOT SPECIFIED PLAN INFORMATION Gathering Room Door Choices Sliding Glass Door Hose Bib Location Rear Exterior irs oor Wall CMU Exterior Wall Name Market Home, 6871-05201 Exterior econ oorWall2x4 Exterior Wall Kitchen Layout Choices Layout 1 Laundry Layout Choices Layout 2 Address Loft Ceiling Choices Flat Ceiling Owners Bath Layout Choices Owners Bath Layout 1 6518 BRADFORD WOODS DRIVE Owner's Suite Ceiling Choices Flat Ceiling ZEPHRYHILLS JFL 133542 ear LivingArea Kitchen Outdoor Kitchen i_ Communety ear Living Area Patio over Covered Patio 6871 OAKS OF PASCO end Speed Choices Nind Speed 140 6871-05201 ---- arage Handing arage Right Cl- CV O CV Cl- CD U 0 O o o v� o .o Q , v � .N N ` UY' • (U c� 0 N r� *PulteGroupr PRODUCT MANAGER RELEASE XX/XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET GO.01 Q 3 a Z 0 cu CD CV 0 0 CD 0 -n 0 E 0 CV O CV w 0 J d GENERAL NOTES GENERAL NOTES COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 DRYWALL — DO NOT SCALE DRAWINGS o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC — 1h" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING ACCESSIBILITY — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS —ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE —.PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER WITH A TUB OR SHOWER TERMITE PROTECTION THAN 30 SF o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF REQUIREMENT. — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE THE ROOF FRAMING MEMBERS 1P SHALL BE ISSUED TO THE BUILDING DEPARTMENT o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 I G te rou — SOIL TREATMENTTM , BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF o MIN. ATTIC ACCESS SIZE IS TO BE 22"x3O" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE POCKET DOOR PTREATMENT SITE ADDRESS — INSPECTION FOR TERMITES FIRE—RESISTANT CONSTRUCTION — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES A 20—MIN. FIRE —RATED DOOR GUARDS AND WINDOW FALL PROTECTION — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. EXTERIOR — �" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE — WATER RESISTANCE CEILING WITHOUT HABITABLE ROOMS ABOVE —GUARDS SHALL BE MIN. 36" o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT — 5/8" GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE OF THE STAIRS PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A — �" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES —GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED ■ THIS IS NOT REQUIRED OVER CMU — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS STAIRS — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER — MIN. CLEAR WIDTH 36" R703.4 WINDOWS/DOORS o HANDRAILS SHALL NOT PROJECT MORE THAN 4 �" ON EITHER SIDE OF THE STAIRWAY — EXTERIOR PLASTER — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — MIN. HEADROOM 6'-8" o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND R703.7 — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 — MAX. RISE 7-3/4" — LATH o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS — MIN. TREAD DEPTH 10" o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN, 24" H AND OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1h" LONG, 11 GAGE NAILS HAVING MIN. 20" D —HANDRAILS A 7/16" HEAD, OR 7/8" LONG, 16 GAGE STAPLES, SPACE NOT MORE THAN 6" INTO FRAMING o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. 0 34"-38" ABOVE SLOPE PLANE MEMBERS 0 HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED THAN FOUR RISERS o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), PATH WITHOUT GOING THROUGH A GARAGE corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1 0 1 %"-2" GRIP SIZE OR GRASPABLE FINGER RECESS inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 o MIN. HEIGHT 78" ELECTRICAL inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the o FINISHED FLOOR SHALL BE MAX. 1 1/2" BELOW TOP OF THRESHOLD — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS o IN EACH SLEEPING ROOM — SIDING — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 o OUTSIDE EACH SLEEPING ROOM o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o ON EACH ADDITIONAL STORY — MASONRY o FIXED AND OPERABLE PANELS IN DOORS o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR o BRICK IS TO BE INSTALLED PER R703.8 GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED SHOWER 0 ADHERED MASONRY IS TO BE INSTALLED PER R703.12 POSITION — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER ■ GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS ROOFING AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10, OF ALL BEDROOMS — UNDERLAYMENT R905.1.1 o WINDOWS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED o Unless otherwise noted underlayment for asphalt shingles, metal roof shingles, mineral —surfaced roll GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE roofing, slate and slate —type shingles, wood shingles, wood shakes and metal roof panels shall CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR conform to the applicable standards listed in this chapter. Underlayment materials required to • WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE comply with ASTM D226, D1970, D4869 and D6757 shall bear a label indicating compliance to the . BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. —GROUND—FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED standard designation and, if applicable, type classification indicated in Table R905.1.1. Underlayment shall be applied and attached in accordance with Table R905.1.1. � THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI AND CIRCUIT BREAKERS OR RECEPTACLES • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM) MEASURED — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED INKITCHENS, ■ Exception: A reinforced synthetic underlayment that is approved as an alternate to FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, underlayment complying with ASTM D226 Type II and having a minimum tear strength in HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS accordance with ASTM D1970 or ASTM D4533 of 20 pounds shall be permitted. This o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND underlayment shall be installed and attached in accordance with the underlayment attachment ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT methods of Table R905.1.1 for the applicable roof covering and slope, except metal cap nails SURFACE —NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE shall be required where the ultimate design wind speed, equals or exceeds 150 mph. ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING — FLASHING R903.2 FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o WET AREAS o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and shall be installed in a manner that prevents moisture from entering the wall and roof through ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT joints in copings, through moisture permeable materials and at intersections with parapet walls and TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS other penetrations through the roof plane. LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 ■ SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 WOOD — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.3.8 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD INSULATION VENTILATION / ATTIC ACCESS — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS VENTS ONLY PER R806.2 — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY CL CV O cV S U' 0 U Q O O MO ? r4 cn o U Q`r' a� � o 4� a` .N N U `Y' �c� c% •'■■� N 72� c� 0 sue., C" C0 � N T tPulteGroq O O N 00 w 4� O a� N ,V..4 C� � � 0 0 PRODUCT MANAGER I RELEASE I DATE: xx /xx /xxxx PROJECT TVE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET GO.02 t r O O � `M% ` 1 rMs W � O V J O 00 /1 1 O d1 U `Y' cn . �..� .o � N as O O cv 00 w O a, N � Q � Q 2 O ono u') PRODUCT MANAGER IRELEASE I nATC• vv /vv /Vvvv PROJECT TYPE I Sinele Family SPECIFICA110N LEVEL I Pulte PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET A1.11 e STAIR CALLS. FLOOR TO FLOOR HT. 17 @ Y 4" RISERS 1f7 9/16" TREAD 17 @ 10 NOSING 1" HANDRAIL GRASPABLE 1-1/2" MIN 1 1/2" MIN. HANDRAIL; 1 RETURN 1/4" MIN TO HANDRAIL 1-1/2" MAX 0 INTO1X DIAMETER �' FLAN BACKER BD. M SECTION STAIR DIAGRAM loll TREAD �W i 1„ NOSING S f Wo� \'J ? j W r-- MM� W Q V J 00 LA U`Y' di c'n a$ O c� C', N 0 llbulteGrotuq O o co a� O N ci cn oas � � 0 0 w � � 00 Q N � � mom PRODUCT MANAGER I RELEASE I DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET A1.21 3 .o 48 0 0 w 0 0 N Q O cV O CV w 0 J a 5/4"x4" SMOOTH TRIM MATERIAL 5/4"x4" SMOOTH TRIM MATERIAL II 5/4"x4" SMOOTH TRIM MATERIAL TYP. FRAME HEADER/ SILL DTL. SCALE: 1/2" = 1'-0" E A F 5-1/2"X5-1 FOAM BRACT G 10" I I n I nl BRACKET DETAIL SCALE: in = 1'-0" COLUMN DETAIL SCALE: 1/2" = 1'-0" CMU HEADER DTL. SCALE: 1/2" = 1'-0" 4" N -F ---cfl CMU SILL DETAIL SCALE: 1/2" = 1'-0" \--5/4" SMOOTH TRIM MATERIAL FRAME FRIEZE BANDING DTL SCALE: 1/2" = 1'-0" cl FRONT ELEVATION SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) D SMOOTH PANEL SIDING 1'-4" 2" B&B @ 16' O.C. GABLE DETAIL SCALE: 1/2" = 1'-0" 5/64" SMOOTH .RIM MATERIAL � o o d M t'J v l`J vJ O � O d00 " � Ln 01 4-1 U rr M a% �-1 c� bb N 0 LC7 cn � N Z � O � w ic O w � a� pLl 00 O O � � � w PRODUCT MANAGER IRELEASE DATE: XX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.01 .11 le 3 a a 0 0 c 0 0 a� w N N O N Q 0 \ N O N _ w o J a 00 O \ I r� I ^ d 00 I 00 r I o 00 o o �I 00 ROOF PLAN SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) SIDE ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) -ATTIC VENTILATION ZONE 1- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1255 180720 4.183 602.400 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SO. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ, IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY -ATTIC VENTILATION ZONE 2- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. S0. IN. SQ. FT. SQ. IN. 1072 154368 3.573 514.560 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN, LIN. FT. 1.429 205,824 2 2,144 308.736 50 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY -ATTIC VENTILATION ZONE 3- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 100 14400 0.333 48.000 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. SQ. FT. SQ. IN. LIN. FT. VENTS 0 0 0 0.333 48.000 8 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SO. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY COMMUNITY SPEC REAR ELEVATION SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) SIDE ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 1107 PAPER) 00 � O I � 00 I m 0 CV O N CD CD 0 U .m O o O � 1 r� QO 0 V� o 00 !"1 y Qa� 4� a� d M U r--i M • lcic� Q) '12� O � c� w o� as N C) AL tPulterurou, L� O O di O 00 � N •� W o � � W � o vs � � Q Ln PRODUCT MANAGER RELEASE PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.02 MICRO/HO W, FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) Il ELECTRICAL SYMBOLS II STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) &bWCI STANDARD 110 OUTLET — GROUND FAULT CIRCUIT INTERRUPTER OP/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. No SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) $ f 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT <PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT 1.R,r LIGHT FIXTURE - LED DOWNLIGHT - LIGHT FIXTURE / VAPOR PROOF 2� LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) o CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SMOKE DETECTOR MEM EP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON F?j ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT T O -O PB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /0/ CHIMES (FCIB Ro EDIISP SAL °9 DOOR BELL CHIMES GARAGE DOOR (off WIFI HOTSPOT GDO OPENER DATA/TV MEDIA S MEDIA /SWP BOX f DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT 1 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/O COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP M COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS — I � 111I#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE a 0 N CD CV U 0 U w ` j IWJ C:) O � � 1 v r� o0 o � O 00 � o v� co U `Y' c cu •O N 0 *PulteGroup- => L� M 00 U � N � v Q W ' 0 o co x � � PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.11 3 0 0 0 U �L U W 0 O N w 0 N O N W K 0 J d OPT - ---_"----"_ FLOOD LIGH I i COVERED LANAI - I � � I 1 Lf7 1 1 , w'OPT. < , > _ PT. ,- OPT. < , > OPT. 4'-p„ !, ` 4'-4 1%2" " 4,_�,»`----- ----- 4,=p„ , 1 , -------- OPTIONAL TV & ELEC. GFCI OUTLETS 18" BELOW CLG. ; L ; OOPT. DATA/TV -_ I 1 I J OPT. MOTION SENSOR° SM 314 4'-0" 3'-7" 3'4" 3'-10" 4'-O" 2'-6" 2'-6" 4'-0" CID GATHE IING ROM N------- - CAFE R R R R. OPT. OPT. ; CPT, " OPT \ OPT. OPT.', o OWNER'S SUITE o I � _i 0 Y , R- - OPT. FLR. OUTLET0 OPT.13'-1VOPT. ', o ; 9 -1 1/2" OPT. OPT. R R o QPT.-------- OPT. IH F U I i 1 I , � I IIP ; I -----�-OPT CD 7( \ / i " E O H / \I Q I II I I o I o� ap O p I I J ` , : Q I \ �, OPTI'P' WNER'S TOR O BATHQ 1 I I I I I I I 13 'KITCHEN 'ADD ADDITIONAL U. -----Ll CM, LT. FOR ENT. PKG. IRT. r I LAU N D R�� P r `OPT. U.CAl LT. ■ 2'-81/2" 2'-81/2" rEA 1 OPT. ' I I OPT. 1 F FL EX ' II� 1 I II o II II �- AP OPT.T. I� r I ` ' WIC � I 11 I ENTRY N I I I I cr I I I I I I I I 0 2 CAR GARAGE U " cn W ' FOYER OPT. ------------------ 1 FCI 0 FIRST FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) OPT. COACH LIGHT OPT -LOOD LIGHT n1 n1) n' n') TYP. SPACING TYP. SPACING METAL STUD, TYP. END NAILS, TYP. ` at t �2x4 WOOD BLOCKING INSIDE METAL LWOOD BLOCKING STACKED BETWI TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS PLATE, TYP. a TOP OF STACKED BLOCKING METAL STUD, TYP. 2x6 WOOD STACKED BETWEEN BLOCKED METAL STUDS, TYP. WOOD BLOCKING INSIDE METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE END NAILS, TYP. N � 110V DUPLEX OUTLET LOCATION CHASE OUTLET LOCATION Li L� a 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING SCALE: N.T.S. _ S I ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oq STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OW/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 0220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) s f4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT H�> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT 1' PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT -(R} LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE r LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE -�'r�PROVIDE FRAMING SUPPORT FOR FIXTURE �> CEP ELECTRIC PANEL OS SMOKE DETECTOR (AFCI PROTECTED) SC SMOKE/CARBON _Ej ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) O THERMOSTAT EMERGENCY LIGHT T -OPB PUSH BUTTON TELEVISION OUTLET SWITCH CHIMES TELEPHONE OUTLET XY GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER MEDIA /SWP BOX DATA/TV DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT 11 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM - -I � ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT MT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL UPQ 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O � MC � r� c�n o � 0000 iL-I O v� cn d v U c, c03 03 0roll v •O r-.q � r--.q o bA N as F O � Z Oo w v � Q, U ) O -Q --� aj v Q w cn O w � O `p 03 F--� x L2' � PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.12 01 N w a ll. o� L SECOND FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) II ELECTRICAL SYMBOLS II STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER #Vp/GFGSTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 4220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) $4 f$ SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD Fo LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE ?1� PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR E= EP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON F2ELJ ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT © THERMOSTAT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ GARBAGE DISPOSAL CHIDES DOOR BELL CHIMES (GFCI PROTECTED) ? GARAGE DOOR 0 WIFI HOTSPOT O GDO OPENER DATA/TV gn s MEDIA /SWP BOX (1) DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT I 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM °TbPE— ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT G T DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL k1Pro 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNEC110NS 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE Z3 a_ 0 cV CD Of 0- 0 U O M M� v� c� O U 0000 v ^^� F-� CN CN v a� U m cc$ •� v ".121 � w N � tPulteGroup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1,21 3 0 U U J 0 a -a Z) w 6 J F — OPT. BEDROOM 2 3-11/2" 3-11/2" o OPT. :P":\1> I"OPT. '1 i I I ,I - 7 -1 Ilk �TvT OPT. a_ BEDROOM 3.! i -R- OPT. < ^> i N rn N R OPT. �J BATH 2 O L I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I L I I I � I , I , I , , , , , I I 5-6 1/2" 5-6 1/2" OPT. LC FT OPT. , ,. i 1 � I , I , I I 1 cam, .�> _ I *OPT. OPT. I OPT. TVL41' BEDROOM 4 , I I I I I , -OPT. 3'-81/2"-3'-81/2" >1wIG' IN SOFFIT WP/GFC� L --LL==OPT. TV - �m SWITCH BELOW ------- ------------- ---------------------------------------- WP/GF'Cl IN SOFFIT WIC 0 SECOND FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-0" ON 11 x17 PAPER) ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) ([�FCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OP/(FgSTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) $ f 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT F-- LIGHT FIXTURE - EXTERIOR WALL MOUNT 1.R,r LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) Q EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE ^ LIGHT FIXTURE - 48" FLUORESCENT , OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR 10= EP ELECTRIC PANEL (AFCI PROTECTED) SMOKE/CARBON Et ELECTRIC METER SC MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) TO THERMOSTAT EMERGENCY LIGHT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH CHIMES TELEPHONE OUTLET /O/ GARBAGE DISPOSAL F9 DOOR BELL CHIMES (GFCI PROTECTED) e GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TV MEDIA S MEDIA /SWP BOX DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT IL 1/2 PVCH 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP M COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS " - I' I (11#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE 0 CV 0 N C.> 0 j IWJ m MC cf) cu M O 000 di � O cn C-4 d-� d U r M 03 • (1) 721 •O � w 0 N � IrPulteGroup- 0 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.22 WATER CL( PER w 0 J d FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY E5 cl- N O N 0 U u w , Q O rIWJ O M 1 r-+ v00 4J0 o O O 00 (\ f"1 L� a� Ur-� M .O c� 0 vmm. N � *PulteGiroup- PRODUCT MANAGER I RELEASE I DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICA110N LEVEL I PWte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET pill W SECOND FLOOR PLUMBING PLAN SCALE 1 /4" = 1'—O" (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY 0 CV O CD 0 0 O O M MO � 00 c� o O � O 00 n� U as o � w 0 rmm� r-q nz N c O u / O d Lr3 7 00 w � � Z O N ;.-4 o cl;5 � 0 0 �o c00 w � � Q � � N PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Smele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET P1.21 A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 6th EDITION (2017), WHERE MORE STRINGENT CODES ARE ADOPTED, THEY SHALL GOVERN THE WORK. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS E E R F R TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE, ETC. 4. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL RA COMPONENTS M NENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR, ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE. 6. ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE, REFER TO SIMPSON TECHNICAL BULLETIN T-POSITIVENL06: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD _ 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE _ 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS - 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL _ 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-10 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/ 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE "C" 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE 2. 3. 4. 5. 6. D. 1. 2. 3. 7. 8. 9. 10. 11, E. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. ALL FILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8". CONFORM TO ASTM D 1557. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. CONCRETE: CONCRETE SHALL CONFORM TO THE "BUILDING REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK FILL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER Y OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE, PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFUCT. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5" SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0" SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTTC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE Y" TO 2 Ya" IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL, MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (1'm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8" x 8" x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE "S" OR "M". COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL. SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK #4 20" Y 10" #5 25" 3-3/4" 10" #6 34" 4-1/2' 11" #7 42' 5-1/4" 13' G. 1, 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO BE: CLASS "B". MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH WHICHEVER IS GREATER. 4. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. 5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in }/- 3/8" -3/8" d>=8 in +/- 1/2" -1/2" TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2" WOOD FRAMING: FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE NDS. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 2x4 (MIN) SPF OR SP NUMBER 2 OR BETTER Q 16" O.C. FOR WALLS 9'-5" OR LESS. INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPF OR SP NUMBER 2 OR BETTER @ 16" O.C. MAX. (U.N.O.). INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS 0 24" O.C. MAX. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 2x4 STUD WALL PROVIDE: (1) 2x4 KING STUD AND (1) 2x4 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH Y" TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8" O.C. FOR EACH, U.NO. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12" O.C. UNLESS NOTED OTHERWISED. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL. TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS, ALL FASTENING SHALL FOLLOW TABLE R602.3(1) U.N.O. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND, LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" (INCHES) O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS NON P.T. WOOD AND MASONRY. VI / AKini Inn APF. 2. 3. 4. 5. 6. 7. 8. 9. 10, 12. 13. 14. J 1. K. 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2" DIA., EMBEDDED 7". USE 10" LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3"x3"xO.229" PLATE WASHERS ARE ASTM/ASME B18.22.1. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON 'STRONG -BOLT 2"PER FL PRODUCT APPROVAL #15731.1. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193, PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON `f1TEN HD'PER FL PRODUCT APPROVAL #15730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON 'SET-XP'PER FL PRODUCT APPROVAL #15730.6 OR SIMPSON AT-XP'PER FL PRODUCT APPROVAL #16230.1. SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIMPSON SET-XP'. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE: SIMPSON 'POWDER -ACTUATED FASTENERS"PER FL PRODUCT APPROVAL #15730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193, PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON 'DTEN SCREWS'PER FL PRODUCT APPOVAL #2355-R4. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET'PER FL PRODUCT APPROVAL #15730.5. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL. PRE -APPROVED SUBTITUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2" DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4" EMBEDMENT DEPTH AND 4'EDGE DISTANCE. b) 1/2" DIA. SIMPSON '71TEN HD"W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. PRE -APPROVED SUBTITUTTONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2" DIA. SIMPSON 'NTEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2" DIA. F1554 GR. 36 ATR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. PLACE ANCHOR BOLTS AT 4" MIN AND 12" MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4" FROM CONCRETE EDGE, AND SPACED AT 24" O.C. MAX. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. BOLT HOLES SHALL BE 1/16" MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. WOOD STRUCTURAL SHEATHING: SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. FIELD REPAIR NOTES: MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A %" DIA. HOLE 6" DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION, EPDXY A 36" LONG #5 REBAR WITH SIMPSON TYPE "SET" EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12" LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. IF THE WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX. 16" HIGH AND 4" WIDE AT THE FLOOR. DRILL HOLE AND INSTALL A 32" LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. ABBREVIATIONS: 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLT THE DOWN N A H SIN E SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP A. PLYWD -PLYWOOD AND/OR CURB CONDITIONS. B. OSB = ORIENTED STRAND BOARD 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE C. NAILING: MANUFACTURER, OR IS AT LEAST 2-3/" FROM ANY EDGE FOR Y° BOLTS AND 342" FOR %" AND %" BOLTS, THEN A C.A. 8d - COMMON NAIL STANDARD EXPANSION BOLT EMBEDDED 5" MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED C.B. 10d - COMMON NAIL ( SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24" TO 16'). C.C. 12d =COMMON NAIL 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE C.D. 16d - 0,135' x 3 1/2" GUN NAIL OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN T1TEN HD AT THE SAME SPACING AS SPECIFIED ON C.E. EN - EDGE NAILING THE PLANS. TITEN HD SHALL BE A MINIMUM Y x 6", OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN "SET" C.F. FIN - FIELD NAILING ANCHOR W/SIMPSON TYPE EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6" MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. C.G. SN - SIDE NAILING C.N. BN =BOUNDARY NAILING 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR C.I. BF = BOUNDARY FASTENING SEE THE DETAIL IN THESE DRAWINGS. D. AB = ANCHOR BOLT FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESS THAN 1 1/2" FROM THE FACE OF THE TRUSS, A SHIM E. CMU= CONCRETE MASONRY UNIT MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3" NAILS). WHEN GAP IS F. CONC = CONCRETE GREATER THAN 1 1/2", INSTALL NEW ANCHORS. G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION 4. CMU OVERHANGING SLAB J. MAX = MAXIMUM 4.1 FOR BLOCK OVERHANGING THE SLAB BY Y" OR LESS, NO REPAIR IS NECESSARY. K. MIN = MINIMUM 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN Y8" AND 1 Y2", GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. L. O.C. = ON CENTER 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 )/2", CONTACT THE E.O.R. FOR REPAIR. M. SP = SOUTHERN PINE N. SPF SPRUCE PINE FIR 5. NOTCHED STUDS IN WALLS 0. TYP = TYPICAL STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING P. U.N.O. = UNLESS NOTED OTHERWISE WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD Q. I.L.O. = IN LIEU OF WIDTH IN BEARING WALLS (1-3/8'FOR A 2X4 STUD OR 2-3/16"FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING R. w/ = WITH WALLS (2-1/8'FOR A 2X4 STUD OR 3-5/16'FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN S. WD = WOOD A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/471-1/2' T. EE = EACH END SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'#'-SDS3 WITH (12)-1/4N3'SDS SCREWS, WHERE '#'CORRESPONDS TO THE U. HDR = HEADER NUMBER OF STUDS IN THE MULTI -PLY. V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR ROD L. JURISDICTION SPECIFIC INFORMATION: Z. S.0 = SAWTCUTSDED 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, %' MINIMUM EXTERIOR AA. AB. C. J. = DEN = CONTRACTION JOINT DOUBLE EDGE NAILING GRADE SOFFIT BOARD WITH A CEMENIITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE AC. COL = COLUMN REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT WOULD NEED TO BE ATTACHED PER MANUFACTURER SPECIFICATIONS. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. AD. REIN = REINFORCEMENT 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS THE KAYCAN VINYL SOFFIT IS INSTALLED IN AE. PLT = PLATE ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL AF. CANT. = CANTILEVER COMPLY WITH R703.1 AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER Roof Pressures Wall Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 16.4 -26.0 16.4 1 -45.3 16.4 -66.9 1 28.4 -30.8 28.4 -38.0 DESIGN PRESSURE CALCS .,._ Q`` r DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE + „C' t d,., ur u , �5•,,S,-p R 'D ».. VALUES. VALUES ARE TO BE INCREASED AS Positive Negative REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS Effective Pressure Pressure Description Zone Width (ft) Height (ft) Area (ft2) (psf) (psf) 16070 OHGD --- 16 7 112 24.2 -26.9 8070 OHGD 4 8 7 56.0 25.3 -27.7 6080 SG D 4 6 8 48.0 25.6 -28.0 25SH 4 3 5.25 15.8 27.7 -30.1 25SH (2) 4 & 5 6 5.25 31.5 26.5 -28.9 25SH (3) 4 9 5.25 47.3 25.6 -28.0 4010 FIXED 5 4 1 4.0 28.4 -38.0 3080 DOOR 4 3 8 24.0 26.9 -29.3 3050SH 4 3 5 15.0 27.8 -30.2 16080 SGD 4 16 8 128.0 24.0 -26.4 26SH (2) 4 & 5 6 6 36.0 26.2 -32.0 2030 FIXED 4 2 3 6.0 28.4 -30.8 (2) 2050 SH & 3050 SH 4 & 5 7 5 35.0 26.3 -29.8 ©Qp Fieldstone C.O.A.# 29349 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 N (248) 622-4035 = E BENJAMIN NIESE P.E.# 86025 ❑ THOMAS A. WEBER, PE ''. Q E of P.E.# 73242fiC4R10N •' �� FLORIDA 06-03-2020 ONAL �?v DATE SIGNED 1//1111%XX C5 N LD Of CD 0 U w ` Q O 1 r� 00 00 � � n � O U cz •� ?-1 O b� r..i m N pL1 tPulteGrou PRODUCT MANAGER RELEASE DATE: 03 /27 /20 PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME WMTESTONE NPC CHILD NUMBER 2375.500 SHEET SO.1 (1) #5 REBAR w/ 25" LAP U.N.O. g" OR 12" SQUARE 8" C.M.U. FINISH PER ELEV. OR ROUND C.M.U.COL. PER PLAN OIL -0'-0" SLOPE FINISH GRADE I 0o g. o z PAVERS PER SPEC. MONOLITHIC FOUND. - W/ (2) #4 DIA. RODS • ' + :' CONT. ON CHAIRS 1'-0" 9" STARTER _ CONCRETE FOOTING COURSE PER PLAN PER PLAN 1-4" @ 2 STORY ALT. CMU SEAT @ -1Y" =01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB F—WB MASONRY COL. ON SPREAD FTG. (PavE SCALE: 1/2"=1'-0 PER ARCH z � Q J �w w O 0'-0" m Q SLOPE PAVERS OR SLAB PER SPEC. CONCRETE FOOTING PER PLAN PER PLAN Faso MASONRY COL. ON SPREAD FTG. SCALE: 1/2"=1'-O 3/4" RECESS IN SLAB 10 1 /2" FINISH FLOOR 4 " W 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV 25" LAP MIN. (1) #5 REBAR � w 0 w � m c-D o Z SCALE: 1/2"=1'-0 PER ARCH z � o_ N �o 1. wm 0 -O SLOPE p; CONCRETE FOOTING PER PLAN PER PLAN 8" C.M.U. WALL FINISH 3/4" RECESS IN SLAB PER ELEVATION FINISH FLOOR cn 05 SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2"=1'-O RECESS WITH PAVERS 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ 3" POWDER ACTUATED FASTENERS OR TAPCONS @ 16° O.C. OR (2) ROWS 12d 1/2" G.W.B. EA. SIDE GUN NAILS ®12 O.C. STEP PER PLAN SLOPE i N CD 4" 1'-0" 6 1/2" (1) 14 ROD CONT. ON CHAIRS LINO os THICKENED SLAB @ GARAGE (NON -BEARING) REINF. PER PLAN w/30" LAP MIN. w m C-D 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR 0 �o¢z wC-D 'o z 8" C.M.U. WALL FINISH PER ELEVATION SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. LIN RECESS WITH SLAB 2x P.T. PLATE SECURED TO SLAB w/ 3" POWDER ACTUATED FASTENERS OR TAPCONS @ 16' O.C. OR (2) ROWS 12d GUN NAILS 012" O.C. START SLOPE HERE \2' SLOPE SCALE:1/2"=1'-0 CORNER BAR WITH 25" VERTICAL DOWEL .'.° MIN. LAP SPLICE EACH AS REQ'D IN PLAN SIDE. SAME SIZE AS CLEAN COMP) J CONT. FOOTING STEEL. ALTERNATE TO CORNER'- LL . NUMBER OF CORNER SPLICE: PROVIDE CONT. STEEL REINF, BARS BENT a BARS EQUALS NUMBER OF CONT. BARS AT CORNERS TO COMPLY "j WITH THE INTENT OF THE BUILDING CODE NUMBER OF REBAR „ PER PLAN 25 MIN. PVC SLEEVE LAP SPLICE 1'-4' @ 2 STORY F12 REINF, PLACEMENT AT FTG. CORNERS Fq BEARING PENETRATION DETAIL SCALE:1/2"=1'-0 SCALE:1/2" -0 (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. FINISH GRADE SLOPE SLAB z I_ SIN M THICKENED SLAB EDGE SCALE: 1 /2"4-0 VZOM iiiii 4vzi I" 2x AT 24"O.C. MAX. 1/2" G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS 8" OR 12" SQUARE OR ROUND C.M.U. COL PER PLAN LLJ SLOPE CONCRETE FOOTING PER PLAN PER PLAN MASONRY COL. ON SPREAD FTG. (Concrete) REINF. PER PLAN CMU COL. PER w/30" LAP MIN. PLAN w oZ CO CD SCALE: 1/2"4-0 MASONRY COLUMN #5 BAR w/ 25" PER PLAN 11 MIN LAP SLOPE w CD �¢Z w C mCD PAVERS OR SLAB PER o SPEC. Z CONC. FTG. PER PLAN PER PLAN 1 MASONRY COLUMN ON SPREAD FTG. Pavers SCALE: 1 /2"=1'-0 PAVERS OR SLAB PER-. SPEC. �F I CONCRETE FOOTING PER PLAN PER PLAN MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1 /2"=1'-0 (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS #5 REBAR w/25" MIN LAP z POURED CURB FINISH GRADE o —MONOLITHIC FOUND. w/(2) #4 DIA. RODS 1�� CONT. ON CHAIRS 1'-4" @ 2 STORY EXT. MASONRY WALL @ GARAGE SCALE: 1 /2"=1'-0 2-1 /2" @IMPACT - ::,I GROUT BED DOOR DOOR PER SPEC Q � PAVERS PER SPEC � PAVERS PER 3 DOOR PER SPEC (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS CMU COL. PER PLAN CIO I -O'-O" SLOPE CONCRETE FOOTING PER PLAN PER PLAN of MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1 /Z4-0 -#5 REBAR w/25" MIN LAP w co O z J Q w C) of m�� o z VARIES) DOOR THRESHOLD PER PLAN F_ SLOPE 0'-0" F.F. SLOPE7/ gk 0'-0" :.: PER PLAN ALT. BRICK — Q ESHOLD z PER PLAN 00 THR III—III=1=1 00 o III=1 III— � a ...::' .:........ III —III=„ I I- 3„ I I 1-11 I- _ w - MONOLITHIC FOUND. MONOLITHIC FOUND. q '` - W/ (2) #4 DIA. RODS MONOLITHIC FOUND. 1-O 1 _0 CONT. ON CHAIRS w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS " 4 _-_ 1'-4" @ 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS 1-4 @ 2-STORY �; _ 1'-4-4 111 ALT. FLUSH BRICK EXTERIOR DOOR SILL @SGD Pavers EXTERIOR DOOR SILL @ ENTRY Pavers THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) SCALE: 1/2"=1'-0 SCALE: 1 /2"=1'-0 2X AT 16" O.C. W/ 2X AT 16" O.C. W/ 1/2" GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR 1/2" GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL 2 ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT STEP PER PLAN SLOPE SLOPE f \ N cV (2) #4 ROD CONT. (2) #4 ROD CONT. ON CHAIRS 6" 1'4' 10 1/2 ON CHAIRS 10 1/2" 1'_O" 10 1/2" THICKENED SLAB @ GARAGE (BEARING) SCALE: 1 /2"=1'-0 PENETRATING PVC SLEEVE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS IDE VIEW) (FRONT VIEW) VERIFY LOCATION IN FIELD (1) #5 REBAR w/30" LAP MIN. PAVERS TYP. 30"x3O"x12" CONC. FTG. w/ (3) #4 rRAnF r REBAR EA. WAY FINISH GRADE PER- "��(1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM PLAN FINISH GRADE PAVERS PER PLAN 1-4 (2) #4 REBAR VEHICLE SIDE OF PEDESTAL F36P MASONRY WALL ON CONTINUOUS FTG. SCALE: 1/2"=1'-0 #4 REBAR 3" FROM TOP & 10" BEND @ BOTTOM Cl- Cif m a' N 30" GAS WATER HEATER PEDESTAL SCALE: 1 /2"=1'-0 LOCATE PER ARCHITECTURAL DRAWINGS SCALE: 1 /2"=1'-0 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT (2) #4 DIA. RODS CONT. ON CHAIRS �t- O 10" " 10" THICKEND SLAB @ INTERIOR WALL SCALE: 1 /2"=1'-0 2X AT 16" O.C. W/ 1/2" CWB EA. SIDE ,`1111[iI11jZ�' 00o Fieldstone , ,�� ,�4��,�R"`I" C.O.A.# 29349 b10EN i = 4ti ." 3400 AUBURN RD., #20D AUBURN HILLS, MI 48326 _ (248) 622-4035 E BENJAMIN NIESE f.d ` P. E.# 86025 ❑ THOMAS A. WEBER, PE P.E.# 73242 STATE O FLORIDA % RIO .. ��`� 06-03-2020 �s !oNAl. ti� •�'' DATE SIGNED J t l l l[ 1 r. ^1 00 W O M 00 Cn O 0 ul) O 00 Ln OIN U M rr �I cis 0 l`J N as E PRODUCT MANAGER RELEASE DATE: 03 2% 20 REV DALE ESCRIP110N PROJECT TYPE In Sin le Family SPECIFICATION LEVEL Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER 2375.500 SHEET S1.0 26'-0" F03C S1.0 24" x24" x12" CONC FTG w/ #4 REBAR © 6" O.C. EA WAY 40'-0" 11'-8" - 24"x24"x12" CONC FTG w/ - #4 REBAR © 6" O.C. EA WAY F03C S1.0 14'-0" o F11 o o F11 F03G -- f --- -� w -- S1.0 - o S1.0 S1.0 OUTDOORI KITCHEN o i i 0>, 8» I 6' 8" 8" 3,-6„ 8„ 10'-2» 8„ » 3,-O» 8„ 7 0„ 8„ 3, 0„ N F12 S1.0 M.O. VERIFY M.O.VERIFY VERIFY M.O. ■ ■ ■ ■ ■----------- •----------------------- ■---------• -- --------- - ■ ■- ------ • --- II I CD F01C:> S1.0 • F07 s.c. • I C' 31.0 I o 1 1 1 I I ' I I � I I 1 I`ri I I ■ I 1`7 lf7 O'-0" I ■ N � I � i I I I d- I S.C. 1 3'-01/2" I » g ■ I F10 I • 1 STORY 24%24%12" CONC FTG w/ #4 REBAR00 S1.0 1 STORY o _ 2 STORY ■ 6" O.C. EA WAY - _ `- _ _6'-10 _ Ln 2 STORY : _ > I I 17'-9» L 6'-6 1 /2° 1 /2 7'-111 • I ao 18'-2 1/4" r', I 14'-8 3/4" I d - 26 --- 00 S.C. ■ I I CO ' I I F10 I I • I I L I i _ Lii � REFER TO ARCHITECTURE FOR ACTUAL WALL LOCATION FOS o • n N , S.G. � I ■ I I F09 S1.0 �I VA IES "' START SLOPE HERE REFER TO DETAIL FOR N j , LOCATION PER ARCHITECTURE F32 o I FLUSH ENTRY CONDITION S.C. Q S1.0 ■ � LJ I I 1 I I PROVIDE (2) #4x3'-0 F09 LONG CORNER CRACK S1.0 -7 VA IES 00 I BARS @ ALL CORNERS j OF SLAB (TYPICAL) I _ I o I I • -- F01`V S1.0 FO7 TO CD I 0 or o CD ■ F04 S1.0 I o I i I --------------- ----- ------ ■ ■ ■ ■ ----- ■--------- ■ r • ■ ' S.C. CO VERIFY M.O. VERIFY M.O. VERIFY ^ M.O. M F04 2'-2" 3'-10" 2'-O" 3'-10" 3'-2" 4' 0" -O'-- S1.0 0 t , �i FO6 S1.0 0 24%24%12" CONC FTG w/ -77 #4 REBAR @ 6" O.C. EA WAY LLJ o 0 F03B S1.0 �F.0OIB 1 17m 6'-6» 40'-0" VERIFY M.O. 16'-8" 20'-0" FOUNDATION PLAN @ E EV, CO2 SCALE: 1 /4"=V-0" 00o Fieldstone C.O.A.# 29349 3400 AUBURN RD., #200 25 AUBURN HILLS, MI 48326 (248) 622-4035 BENJAMIN NIESE P. E.# 86025 ^' •: ❑ THOMAS A. WEBER, PE . $TAT P.E.# 73242COR10D FLORIDA •' �'�`� !'f ODA�TE 516NED S��NAt. k�� w ` r IWJ Q O � Mo rM� T �1 0 UO) .o 0 00 v .E.� CN N v U� ce; -O r"{ cis N � *PulteGroup- Ln O O p 0 0 PRODUCT MANAGER RELEASE DATE: 03 /27 /20 PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER 2375.500 SHEET S1.1 N 7D WALL BASE PLAN @ ELEV. CO2 SCALE: 1 /4"=1'— 0" LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8" KNOCK OUT BLOCK WITH #5 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4" NOMINAL BEARING PER END ® LINTELS OR AS REQUIRED BY MANUF. 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12'-4" SHALL BE PRESTRESSED. 4. BOND BEAM ELEV = 9'-4" U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4" FOR AL LINTELS 28" OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT / U - UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY F16-1 B/1 T LL QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR �w Q J CMU GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH LEGEND DETAIL INDICATOR XX LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO 3'-4" DOUBLE 2x6------- S-5" - 6'4 DOUBLE 2x8------- 6'4 - 8'-6" DOUBLE 2x10 2 JACK STUDS, EACH END. 8'-7" - 12'-6" DOUBLE 2x12 (2) JACK STUDS. FACH FND. #5 REBAR IN VERTICAL GROUT FILLED CELL REUGH OPENING BELOW a PRECAST LINTELS FILLED WITH GROUT 90 CORDER DETAIL w N.T.S. MITER LINTELS /// BY FIELD / CUTTING #5 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL #5 BAR AS SHOWN 3 COLUMN BELOW aoo Fieldstone i C.O.A.# 29349 3400 AUBURN RD., #200 No. AUBURN HILLS, MI 48326 (248)622-4035 BENJAMIN NIESE P. E.# 86025 ❑ THOMAS A. WEBER, PE TATE OF 42 FLORIDA ~I 06-03-2020 .... dNAl. DATE SIGNED 1 ! 111 111 Ln 0 N z CD a - CD U O w, O O [r'/J M i cu 00 � O Vr ^ J O � O 00 n� �-I O N � U `.. m ct ct cf N C:> PRODUCT MANAGER RELEASE DATE: 03 /27 /20 PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER 2375.500 SHEET S2.1 _ cWAA05 JY.2 TYP. _ W01 S42 TYP. SECOND FLOOR FRAM NC PLAN @ ELEV. CO2 SCALE: 1 /4"=1'-O" LEGEND DETAIL INDICATOR XX XXX LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO 3'-4" DOUBLE 2x6 ------- S-5" - 6'-0' DOUBLE 2x8 ------- 8'-1" - 8'-6" DOUBLE 2x10 2 JACK STUDS, EACH END. 8'-7" - 12'-6" DOUBLE 2x12 (2) JACK STUDS, EACH END. 00o Fieldstone ,,.��` gip""" C.O.A.# 29349 Qi� 'a 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 (248) 622-4035 r BENJAMIN NIESE P.E. # 86025 r�A Af � ❑ THOMAS A. WEBER, PE P.E.# 73242 '' ATE 4 FLORIDA `�.�oNAL 06-03-2020 DATE SIGNED _ _ tJ � t / 11 11 `�1 U w, r'W) C) O Mo t'J ? W 4-4 O 0 V J\ O 00 1 �o cn r-`-1 di M • Q) O c� 0 rm. tz N as ,�o Ault a PRODUCT MANAGER RELEASE 03 /27 /20 PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER 2375.500 SHEET S2.2 I AT EA VERTICAL CHORD OF FLOOR TRUSS. LUS26 w/ (8) 0.148"x1-1/2" EA TRUSS TO LEDGER. FLOOR @ LOW ROOF FRAWNG PLAN @ ELEV. CO2 SCALE: 1/4"=1'-O" GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL. 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 " APA RATED SHEATHING. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2Y32" MIN, 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. 8. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDK15600 MAY BE USED ON JACK TRUSSES. 3, THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER, CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND LTR DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. o®o Fieldstone C.O.A.# 29349 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 (248) 622-4035 0 BENJAMIN NIESE P.E.# 86025 ❑ THOMAS A. WEBER, PE STATE IV` P.E.# 73242 ,. rr RIDp' FLORIDA r �r� 0DA0E 51020 JAL 111 O w ` Q O M 00 M VJ � O 00 c �1 as O N C) tpulteGrciut. PRODUCT MANAGER RELEASE DATE: 03 2720 REV DAIS DESCRIPTION __ PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER 2375.500 SHEET S3.1 c m 0 N 0 N 0 N W 0 J d R02 54.1 R02 54.1 I (2)HTS16 TO (3)2x4 BUILT UP COLUMN, (2)HTS16 TO (3) 2x4 BUILT UP MSTCM40 w/ (14)16d SINKERS ACROSS COLUMN, MSTCM40 w/ (14)16d SINKERS FLOOR TO CMU WALL BELOW w/ ACROSS FLOOR TO CMU WALL BELOW (10)1/4"x2 1/4" TITEN 2 SCREWS w/ (10)1/4"x2 1/4" TITEN 2 SCREWS (2) MTS16 PER TRUSS (2) MTS16 PER TRUSS (2)HTS16 TO (3)2x4 BUILT UP COLUMN, MSTCM40 w/ (14)16d SINKERS ACROSS FLOOR TO CMU WALL BELOW w/ (10)1/4"x2 1/4" TITEN 2 SCREWS MTS12 FROM TO TOP PLATE TRUSS (2)MTS12 TO (3)2x4 BUILT UP COLUMN, ACROSS FLOOR TO CMU WALL BELOW w/ MSTCM40 w/ (14)16d SINKERS (10)1/4"x2 1/4" TITEN 2 SCREWS R02 XF'" y \.. 7� I7 (2) MTS16 FROM TRUSS TO (2) 2x4 __/ BUILT UP COLUMN. MSTCM40 @ BASE OF COLUMN w/ (14) 16d SINKERS TO COLUMN (10) 1/4"x2-1/4" TITEN 2 TO CMU WALL BELOW. R096 S4.1 SECOND FLOOR ROOF FRAM NG PLAN @ ELEV. CO2 SCALE: 1 /4"=1'-0" R02 S4.1 (2) MTS16 FROM TRUSS TO (2) 2x4 BUILT UP COLUMN. MSTCM40 @ BASE OF COLUMN w/ (14) 16d SINKERS TO COLUMN (10) 1/4"x2-1/4" TITEN 2 TO CMU WALL BELOW. GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS, 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL, 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 " APA RATED SHEATHING. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2�2" MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. 8, PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES, 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER, opo Fieldstone ,.�`��`�"'" C.O.A.# 29349 � V 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 (248)622-4035 BENJAMIN NIESE P.El 86025 ❑ THOMAS A. WEBER, PE P.E.# 73242 '" TATE �10Q`,.' FLORIDA 06-03-2020 ��NAI. �� W DATE SIGNED � / I 1111 % O O Mo W 00 cn � O VJ � O � O cu Ucn di � J� d+ O bA C� r..� cif N 0 lbulteGroupr PRODUCT MANAGER RELEASE DATE: 03 /27 /20 PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER 2375.500 SHEET S3.2 CONTINUOUS STRUCTURAL SHEATHING — 1 TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA SEE ARCH, DRAWINGS DETAIL AT RAISED HEEL 0 2x BLOCKING BETWEEN TRUSSES w/ Z ¢ (3) Sd INTO SUPPORT @ EA END TO �2x BLOCKING AT ADJACENT TRUSS OR TO TOP PLATES SHEATHING EDGES Q SHEATHING PER PLAN NOTE: REFER TO ARCHITECTURAL STRUCTURAL SHEATHING CONTINUOUS DRAWINGS AND/ OR TRUSS AT TRUSS HEEL, w/ SHEATHING EDGE TRUSS SCREW THRU LOCATION OF BRACING AT MANUFACTURER DRAWINGS FOR NAILING REQUIRED, TOP PLATES TO TRUSS VAULTED TRUSS. SPECIFIC TRUSS PROFILE FRAMING PER PLAN DETAIL ED AT RAISHEEL INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). WHEN 9-1/4" < "D" < 15-1/4" SOLID 2x BLOCKING -BETWEEN Z TRUSSES ATTACHED TO TOP o PLATES w/ 8d NAILS @ 6" O.C. ALONG LENGTH OF BRACED N WALL PANELSzz " a O 0 TRUSS SCREW PER PLAN NOTE: CONTINUOUS BRACING TRUSS MANUF. REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN < DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). FRAMING PER PLAN v SHEATHING PER PLAN BOND BEAM PER PLAN 1Q. TRUSS SCREW THRU TOP PLATES TO TRUSS �2 )BUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL ROOF TRUSS ON MASONRY R01 NT3 ROOF TRUSS ON FRAME R02 lit STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 T' BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR, 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING "X" = 10% AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK HOUSE WIDTH FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 0 0 J x 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING, UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" 03��/z " O.C. @ APPROX. 45-DEG ANGLE. O SPLICE DETAIL FOR DIAGONAL 4' LAP WITH T LAP NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. (2) SIMPSON A23 w/ (8) 10d z 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6" O.C. NOTCH 1" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. STRUCTURAL SHEATHING CMU WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w 12d's AT 4" O.C. / BEAM PER PLAN, FOR RAKED BEAM AT VAULTED CONDITION, SEE PLAN AND DETAIL. / CONT, 2x4 24 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED \ CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN @ TOP STRUCTURAL NAILS @ 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. BRACE SPLICE SHOWN FIELD NAILING PER PLAN \ 2x4 BLOCKING AT 48" O.C. - 3 TRUSS BAYS \ / WOOD FRAMING 2x6 NAILED @BOTTOM PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE GABLE END TRUSS BRACING DETAIL R09 GABLE END 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. (8) 10d NAILS EACH STRAP ENGINEERED WOOD 0 TRUSS AT 24" CONT. 2x6 w/ (2) 12d NAILS a ROOF OMAX CMU WALL STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-1Od @ EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING I(4) 1/4" 0 c 2-1/4" MASONRY\� SCREWS AT EACH STRAP. \ / h1 cuAocnri uTc1A19 = COND110NS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. EACH MISSED LO 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. CD 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. N IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS STRAP REPAIR c w R13 �� (TYPICAL CMU WALL CONNECTION) 0 a 4 RIDGE—' O GABLE END BOSTON HIP 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d @ EA. OUTLOOKER VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN MIN. 9" LONG 20 GA. FLAT STRAP w/ (8) 10d SHEATHING PER -OR- PLAN. D 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. Dna )VALLEY SET OVER FRAME � wu >t� "X" = 10% "X" = 10% OF HOUSE WIDTH HOUSE WIDTH GABLE 0 0 7 1 C O RIDGE 20 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN, GABLE TRUSS _ OR PER PLAN 2x4 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS EDIMENT BLOCKING GABLE ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE: 7/16" SPAN RATED PLYWOOD OR OSB 8d RING SHANK 0.113" x 2-3/8" 1 2 3 "X" OFFSET DIMENSION X = 10% HOUSE WIDTH X X TILE: 15/32" SPAN RATED PLYWOOD OR OSB PANEL EDGES @ SUPPORTS (1) 6" O.C. 6" O.C. 4" O.C. PANEL FIELD 1 6" O.C. 6" O.C. 6" O.C. METAL: 15/32" SPAN RATED PLYWOOD w/24 GA. 19/32" SPAN RATED PLYWOOD w/26 GA. NOTES: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X" OFFSET FROM ROOF EDGE. 30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE R11 µROOF SHEATHING ATTACHMENT DIAGRAM 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 8'-0" BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND @ 32" MAX. SPACING -'--IF LENGTH IS LESS THAN 4'-0" USE 20 "L" BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 "L" BACKS. NAIL "L" BACKS w/12d @ 12"O.C.(NOTCHED @ TOP w/2-12d TOENAILS "L" BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLAN) PARTIAL GABLE END TRUSS DETAIL R09C �+ PARTIAL GABLE TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING, UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN R09B UTCH HIP GABLE TRUSS BRACING DETAIL WDROPPED GABLE BOSTON HIP VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER —OR- PLAN. (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW SHEATHING PER PLAN. GABLE TRUSS PER PLAN ;EE PLAN MENT RED 24" O.C. 2x4 BLOCKING AT 2'- O.C. w/ (2) 12d TOE EACH END TO TRUSS SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" MAX, GAP FROM TOP OF VALLEY SET TRUSSES 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING AT 24" O.C. FOR VERT. REINF. ROOF SHEATHING PER PLAN one WALL BRACING AT No EXTERIOR WALL SHEATHING PER PLAN. a - - - - ° --- _- - -- ° _ 2x4 PURLIN @ EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL @ 8" O.C. 2x4 BLOCKING AT DIAGONALS ONLY, ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING STRUCTURAL SHEATHING PER PLAN AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK 20 OUTLOOKER FRAMING AT 24" O.C. OVER FROM GABLE TRUSS, DROPPED GABLE END TRUSS. ATTACH TO WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE TRUSS TOP CHORD w/ (2)-16d NAILS. SIDE OF BLOCKING. CONT. 2x4 w/ (2) 12d NAILS SIMPSON H10A w/(16)8d NAILS MIN. STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. TRUSS ANCHOR ° 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 T' BACK. SEE CONN. CHART BOND BEAM PER PLA 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 1" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). FASCIA 2x SHTG. 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 SEE ARCH, BLOCKING "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS DRAWINGS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE, ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 8" CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END, IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED nL ill I I ROOF TRUSS PER MANUFACTURER 2x6 LEDGER TO FRAME w/(2) 1/4" x 3" WOOD SCREW @ 16" O.C. BEVEL TOP TO MATCH ROOF PITCH SHEATHING TO TOP NAILER: 8d NAILS 4" O.C. AND 4" O.C. TO RAFTER/SUB-FASCIA (9P4 PLAN 2x4 FIELD FRAMED RAFTER @ 16" O.C. MAX SPACING - TOE NAIL ONE SIDE OF RAFTER TO LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE SIDE, INSTALL A35 w/BOTTOMS BENT AND ATTACHED TO BOTTOM OF LEDGER & RAFTER w/ 10d x 1 1/2" NAILS. CONNECT TOP AND BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS LEDGER TO FASCIA CUT FRAME: PER SPECS w/ (2) w/ 1/4" x 3" WOOD SCREW @ 16" O.C. mAn SUSPENDED RAFTER 1iV Scale: File Name: PRE-ENGINEERED ROOF TRUSSES @ MAX. 24" O.C. SHEATHING PER ARCH 1x4 FURRING AT INSTALLED PER MANUF. MAX. 16" O.C. w/ (3)10d AT EA TRUSS ("S�01EXTERIOR CEILING FURRING SCALE: N.T.S. %PFiel&tone C.O.A.# 29349 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 • 8602 (248) 622-4035 BENJAMIN NIESE P.E.#86025 .�rA ', ❑ THOMAS A. WEBER, PE P.E.# 73242 . TATE OF 4 FLORIDA ODATE 20SIGNEDNA ♦�!'is��L In 0 F" CD 0 U 0 � o �C? 00 -1-+ •H O 0 r ^ VJ O .' c 000 N � 0N C 4j N vCn U`Yq d'+ c� ct Q) •0 � b�D 0 Cn N s 8 Z v .,y 9 v v o 9� C M CAI V 1 Lf FI-�-•I Eq o � w Q ;-4 o r� Oo 0 PRODUCT MANAGER - - - - s,b RELEASE DATE 03 27 20 REVI DATE EscRIPTION ' PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte ` PLAN NAME MUESTONE31 NPC CHILD NUMBER 2375.500 SHEET S4.1 , nURILUn � "niun" 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 o 0 H PROVIDE EDG BLOCKING AT ALL HEATHIN 0 o STUD SPACING F DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2x P.T. PLATE SECURED TO SLAB w/ 3" POWDER ACTU' FASTENERS OR TAPCONS @ O.C. OR (2) ROWS 12d GUN NAILS @ 12" O.C. W11 LOAD BEARING WAL DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2X P.T. SOLE PLATE w/ 1/2" DIAM. ANCHOR BOLTS (10 + 2) AT 32" O.C. MAX. w/7" EMBEDMENT OR 5/8" DIA. EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN. OR 1/2" DIA EXP. BOLTS AT 24" O.C. W/1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB w/ 30 PLATE WASHERS EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" SHEATHING 8d 3" O.C. 3" O.C. 12" O.C. ALL EDGES STUDS AT 16" O.C. 4THING PER PLAN REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION @ EA STUD —2x STUDS AT 16" O.C. -SHEATHING PER PLAN BOTTOM PLATE CONNECTOR: (3) SDWC15450 SCREWS @ EA STUD REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION W10 LQXAQ_KFARI_N WALL w/UPLIFT AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. FASTENERS TO BE 1/8" DIA. MIN. AND EMBEDDED 3/4" MIN. 0"-16" MAX. GAP MINIMUM SHEAR CAPACITY TO BE 150#. 2x ANGLE AS REQUIRED w/ (2) 10d TOE NAILS AT EACH END. STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN 2x4 FILL w/ 2" MAX. GAP WINDOWS AND DOORS AND AT ENTRIES WITHOUT BETWEEN BLOCKS. BLOCK BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN AS REQUIRED AT WINDOW BARREL FRAMING IS USED. FASTENER LOCATIONS. Ix P.T. SHIM NOTES: ALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION DETAIL. WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS, ARCH FRAMING DETAIL W13 NG EXTERIOR CONC.WALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. G EXTERIOR CONC.WALL- 1/4" DRIVE—IN ANCHOR GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" MIN gd 3" O.C. 3" O.C. 12" O.C. ALL SHEATHING EDGES W0f 1GABLE END SHEATHING DETAIL L26 WOOD BUCK ANCHORED TO CMU w/ 1/2"x6" "L" BOLTS OR 5/8"x6" SIMPSON TITEN HD'S w/ 2" WASHERS AT 24" O.C. & WITHIN 6" OF TOP AND BOTTOM. OR (2) ROWS OF 1/4%3" MASONRY SCREWS @ 12" O.C. STAGGER ROWS 6" FRAME TO BUCK TO MASONRY 1/2" x 2 1/4" HILT SLEEVE ANCHOR OR EQUAL. MIN. 1 1/2" EMBED INTO MASONRY, (1) PER BRACKET FRAME TO MASONRY YPICAL GARAGE DOOR ATTACHMENT DETAILW 16 tL INT FINISH lx WOOD 1X PT BUCK ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL SILICONE SEALANT FINISH PER ELEAVATION WOOD BUCK ATTACHMENT: 1x CUSTOM PT BUCK TO MASONRY. MATCH FRAME WIDTH, ATTACH w/"T" NAILS @4" FROM ENDS AND 12" O.C. REMAINDER. ATTACH WINDO THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL ALTERNATE: 2x_ OR GREATER BUCK TO MASONRY BUILT—UP THICKNESS <2 1/4" = 1/4"4x4" TAPCONS @4" FROM ENDS AND 12" O.C. REMAINDER, w/1 1/4" EMBEDMENT W141TYPICAL WINDOW ATTACHMENT DETAIL lam INT FINISH WOOD BUCK ATTACHMENT: 1x WOOD 2x— OR GREATER BUCK TO MASONRY BUILT—UP THICKNESS <2 1/4" 2x PT BUCK = 1/4"Ox4" TAPCONS @4" FROM ENDS AND 12" O.C. REMAINDER. w/1 1/4" EMBEDMENT ALTERNATE: ACH DOOR PER RIDA PRODUCT IROVAL ;K MOULD SH PER ELEAVATION TYPICAL DOOR ATTACHMENT DETAIL W15 STRAP INSIDE FACE OF WALL PER — W10 WHEN TRUSS STRAPS INSTALLED ON INSIDE (NON —SHEATHED) FACE OF WALL — EDGE NAIL SHEATHING MTS16 FROM EA, TRUSS TO HDR. SIMPSON H2.5A @ TOP & BOTTOM OF PER PLAN CRIPPLES AS REQ'D, DBL 2X TOP PLATE, BOTTOM 2X OF TOP OPENING FRAMING ONLY JACK STUDS ( ) STRAPPING AT INTERIOR PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE w/ (3) 10d FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES DBL 2X TOP PLATE. BOTTOM 2X OF TOP CONT. w/ tOd COMMONS AT 16" O.C. PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO CONT. w/ 10d COMMONS AT 16" O.C. MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O — CENTER ON BOTTOM (1) SIMPSON LSTA18 AT 3" O.C. ALL AROUND HEADER CENTER ON HEADER. OPENING CONNECT WALLS PER W10 DETAIL @ — STRUCTURAL SHEATHING PER PLAN INTERIOR NON —SHEATHED WALLS (ON OPPOSITE SIDE OF WALL) DOUBLE SILL AS REQ. FOR 2x STUDS AT 16" O.C. SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. — ——— SHEATHING PER PLAN @ EXTERIOR I I I I WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) EDGE NAIL SHEATHING I I (1) SP4 TO KING & JACK STUD U.N.O.— PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN j, II II _L_L_JL < NOTE: FOR EXTERIOR BEARING WALLS ONLY en�n� YPICAL FRAMED BEARING WALL V v v v IKu REBAR, CONT. IN !D BEAM D BEAM PER PLAN REBAR VERTICAL PED 25" MIN. U.N.O. REBAR VERTICAL IN ID FILLED CELLS, PLAN). REBAR VERTICAL PED 25" MIN. U.N.O. 5" CLEAN OUT AT ALL ED CELLS. FOUNDATION PLAN I DETAILS FOR FOOTING FORCING. iU UAF li enUna/ W19lYP-CAL FILLED CELL DETAIL STUD COLUMNS PER PLAN r SDS SCREW N 16" O.C. — STAGGERED EACH SIDE OF POST (RESULTING IN 8' O.C. OVERALL SPACING) R1D COLUMNS PER PLAN 4-PLY: r x 5' SDS SCREWS 5-PLY: Y x 6' SDS SCREWS 6-PLY: N x 8' SDS SCREWS 7-PLY: r x 8' SDS SCREWS CS16 OR EQUIV. (TOP, MIDDLE AND BOTTOM) Id NAILS ® 8' O.C. I PLY) (2) 10d NAILS ® 8' O.C. (EACH PLY) PRIMARY METHOD ALTERNATE METHOD STUD PACK DETAIL FOR (4) PLY OR MORE STUD COLUMNS TRUSS BOTTOM CHORD PER MANUF, @ 24" O.C. �1 EDGE NAIL SHEATHING TO TOP I PLATE AND TOP AND BOTTOM u I I OF HEADER PER PLAN — HEADER PER PLAN, (2) PLY ADD JACK/KING STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL AS REQ. FOR SHUTTER ATTACHMENT FMIN, EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3" O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT _T__:2 II II II II II II II II II II II =u= BEARING INTERIOR SHEAR NOTE: TYPICAL FOR w/o SHEATHING, INTERIOR WALLS WALLS AND EXTERIOR WALLS w/ SHEATHING PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING TYPE A 8" LINTEL 8" TYPE B 8' TYPE C 12" TYPE B I 12" TYPE C 14" TYPE B** 114"TYPEC**l 16" TYPE B 16" TYPE C 20" TYPE B 20" TYPE C 24" TYPE B 24" TYPE C. 28" TYPE B 28" TYPE C 32" TYPE B 32" TYPE C 2'10" 1'6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 3'6" 2' 2" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 4'0" 2'8" 1783 2561 2751 3280 3820 4890 5961 7034 8107 2561 4605 5206 6113 7547 8974 10000 10000 4'6" 3' 2" 1343 1969 2110 2992 2931 3756 4576 5400 6224 1969 4375 5206 6113 7019 8672 10000 10000 48" 3'4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 5'4" 4'0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5110" 4'6" 860 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 66" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 7'6" 6'2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 8'4" TO" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 914" 8'0" 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 1 2615 11'4" 10,0" 315 567 890 N/A 1366 1W 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12- 0" 10,8" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 12'6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2883 13'4" 12- 0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14'0" 1218" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14' 8" 13' 4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 154" 14'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* IT 4" 16, 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19'4" 18,01, N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 420* N/A 750* 960* 1177* 1415* 1676* 20'0" 1818" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 340* N/A 1 598*1 845* 1 1114* 1 1345* 1468* * PRESTRESSED ** 8" W/2" RECESS U-LINTELS Type A = Unfilled no Rebar; Type B = Continuous Grout, Steel perPlan in Bond Beam Only;Type C = Continous Grout, Steel per plan in Bond Beam & Lintel _ ,l%U i 1l j1/,r-- U0000Fieldstone ��k "" `•, • *� i C.O.A.#f 29349 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 Q2 ^' (248)622-4035 n BENJAMIN NIESE _ P. E.# 86025 El THOMAS A. WEBER, PE . Q TATE �y � P.E.# 73242 R `� FLORIDA06-03-2020 DATE SIGNED kkN co W c� MO cn v� 41 0 o V Ja NH � �-1 O v a` U r—+ `Y' as C� 0 bA Cn M Cf N � PRODUCT MANAGER RELEASE DATE: 03 27 20 REV DATE ESCRIMN PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER ^' 2375.500 SHEET S4.2 STRUCTURAL SHEATHING. — REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. PER ELEV. FLOOR JOIST OR TRUSS SYSTEM & DIRECTION PER STRUCTURAL INTERIOR W31 TYP. 2-STORY WALL INSULATION AS PER SPECS. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. SHINGLE (OR TILE ROOF PER SPEC) TRUSS STRAP PER STRUCT. DETAILS ,dkTOP OF WALL (REFER TO ELEV.) FASCIA PER COMMUNITY SPEC SOFFIT & OVERHANG PER SPECIFICATIONS REFER TO 2ND FLOOR JOINT DETAIL RIM BD. OR TRUSS PER STRUCT. oiLTOP OF FLOOR (REFER TO ELEV) 4lLTOP OF CMU (REFER TO ELEV.) BOND BEAM PER PLAN EXTERIOR SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS SEE STRUCT. DETAILS FOR VARIATIONS _ 0-0 FIN. FL. FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' TAPCONS TO SLAB 2x THRUST BLOCK W/ (3) 1/4'X2 3/4- TAPCONS TO SLAB (2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS @ 6' O.C. STAGGERED 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS @ 6" O.C. STAGGERED STRINGERS TOE NAILED TO 2X LEDGER W/ (4) 10d NAILS. SECOND FLOOR ELEV. PER PLANS STAIR LAND G ELEV. & SIZE] PER ARCH. PLANS CLG. JOIST M 16" O.C. 2x6 LEDGER SUPPORTED BY ONE OF THE FOLLOWING STRUCTURAL SUPPORTS: a. KNEE WALL BELOW (JOIST HANGERS NOT REQUIRED) b. (3) 16d NAILS INTO EACH STUD (16" O.C. MAX) c. (2) Y' x 2 Y' CONCRETE SCREW ® 12" O.C. TO MASONRY (2) 2x8 HEADER. SUPPORT NTH KNEE —WALL OR (8) 16d NAILS INTO STUD @ WALL 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS ® 6" O.C. STAGGERED SECURE 2x6 FLOOR JOISTS 0 16" O.C. TO HEADER w/LUS26 JOIST HANGERS w/(4) 10d TO JOIST & (6) 10d TO LEDGER GRASPABLE HANDRAIL; 1 1/4' MIN TO 1-1/2' MAX DIAMETER GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD SHALL NOT BE GREATER THAN 3/8". GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST RISER SHALL NOT BE GREATER THAN 3/8". HANDRAIL BRACKETS TO BE CONNECTED TO FRAMING PER MANUF. RECOMMENDATIONS SECTION 1 1/2" MIN RETURN HANDRAIL INTO 1X BACKER BD. PLAN IF USING PREMANUFACTURED STAIRS, FOLLOW THE DETAILS PROVIDED BY THE MANUFACTURER. 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/(2) 16d NAILS @ 16-O.C. 23/32" FLOOR SHEATHING NAILED w/8d NAILS 6" O.C. @ EDGES & 12" O.C. FIELD NAILING (MIN) 2x BLOCKING 4'-0" O.C. FOR TWO BAYS. NAIL FLOOR SHEATHING TO BLOCKING w/ 8d NAILS @ 4" O.C. TRUSS PER PLAN — SHEATHING PER PLAN - META16 ANCHOR @ 24" O.C. STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/2-16d NAILS @ EA. JOIST - DIAG. REQ. @ BLOCKING. NAIL w/ (2) 10d NAILS 23/32" FLOOR SHEATHING NAILED w/8d NAILS 6" @ E.E. O.C. @ EDGES & 12" O.C. FIELD NAILING (MIN) FIELD FRAME 20 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS @ 16" O.C. w/ (2) 16d NAILS @ EA END NAILING PER DETAILS 8" KNOCKOUT BLOCK w/#5 CONIINOUS BAR GROUT SOLID 8" CMU WALL OR POURED CONC. WALL, SEE PLAN FOR VERT REINF. .00R TRUSS/JOIST TO MASONRY WALL H10A @ EA. TRUSS w/ (18) 1061-1/2" NAILS TRUSS BOTTOM CHORD — SP2 w/ (12) 10d NAILS TO EA. STUD. INSTALL ON OPPOSITE SIDE IF CONFLICTING w/ HIOA 2x STUDS@ 16" O.C. SP1 w/ (10) 10d NAILS TO EA. STUD — 23/32" FLOOR SHEATHING NAILED w/8d NAILS 6" O.C. @ EDGES & ff O.C. FIELD NAILING (MIN) TRUSS/JOIST PER PLAN —� 31LE TOP PLATE CONT. 2x PLATE w/2-16d NAILS @ 24"O.C. STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT NAILING PER DETAILS (4) 16d NAILS RIBBON TO EA. TRUSS 8d NAILS 3" O.C. WALL SHEATHING TO EACH TRUSS (4) 16d NAILS RIBBON TO EA. TRUSS NAILING PER DETAILS 8" KNOCKOUT BLOCK w/#5 CONTINOUS BAR GROUT SOLID 8" CMU WALL, SEE PLAN FOR VERT REINF. TRUSS PER PLAN —� SHEATHING PER PLAN META16 ANCHOR @ EA TRUSS OR @ 24' O.C. TO STRUCTURAL RIM IF JOISTS ARE USED FLOOR TRUSS/JOIST w/LET-IN ON MASONRY WALL - LSTA12 @ EA TRUSS VERTICAL - BEND @ BOTTOM PLATE - FIELD FRAME 20 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS @ 16" O.C. w/ (2) 16d NAILS @ EA END - LSTA12 @ EA TRUSS VERTICAL - BEND @ BOTTOM OF TOP PLATE FRAMED BEARING WALL SEE PLAN AND W10 DETAIL SHEATHING PER PLAN / SP2 w/ (12) 10d NAILS TO EA. STUD. / -FLOOR TRUSS/JOIST TO FRAMED WALL I.ti WITHOUT SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED @ EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING JAIL SHEATHING TO BOTTOM 'LATE AND BEAM OR BIRDER WITH HORIZONTAL JAILING PER DETAILS oLnm Un FLUUR [RUJJ GIRDER FL82-STORY CONNECTION @ BEAM 2x STUDS @ 16" O.C.- FLOOR SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED @ EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING iK NAIL SHEATHING TO BOTTOM PLATE AND BEAM OR TRUSS / JOIST PER PLAN /Z GIRDER WITH HORIZONTAL SHEATHING PER PLAN NAILING PER DETAILS TRUSS/JOIST CONNECTION BEAM OR FLOOR TRUSS TO BEAM PER MANUF. GIRDER 2-STORY CONNECTION @ BEAM FL9 ©oo Fieldstone ''��. .��`�►'"' C.O.A.# 29349 ` 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 (248) 622-4035 BENJAMIN NIESE " P.E.# 86025 ; r� ❑ THOMAS A. WEBER, PE Q ATE P.E.# 73242 FLORIDA ODA0E SIGNED till 0 N CD r 0 U 0 0 O 0 M C� � o0 41 c7 01-4 O \ 00 n�I ;-4 O � rs U -14 `Y' 1�^ m cis W ;mill '—' w N 0 r vn s 44 v _z V � v 40 M N O U w O Q O < i � w � `" 0 a� o � � PRODUCT MANAGER RELEASE DATE: 03 /27 /20 PROJECT TYPE Single Fawdl SPECIFICATION LEVEL Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER 2375.500 SHEET CA .3 v ad:, ,,..,.