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36923 Highland Meadows Ct
APPLICABLE CODES - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF:- -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL -2017 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB can a, U O O C. 0 E N C> N OCT u� Q Ci LL, 0 GENERAL NOTES WIDTH DEPTH SHEET LIST TABLE 40'-0" 64'-8" Sheet Number Sheet Title LOT SPECIFIC AREA TABLE G0.01 Cover Sheet Description TOTAL G0.02 General Notes :CONDITIONED SPACE Al .1 1 1st Floor Plan C1vIU-1ST FLOOR BASE PLAN 1651 SF Al .21 2nd Floor P l a n CMU-2ND FLOOR BASE PLAN 1243 SF A2.01 Front Elevation & Details 2894 SF A2.02 Side & Rear Elevations & Roof Plan :NON -CONDITIONED SPACE El .1 1 1 st Floor Electrical Plan E1 .12 1 st Floor Electrical Options CMU-COVERED LANAI 260 SF E1 .21 2nd Floor Electrical Plan CMU-FRONT PORCH ELEV C2 100 SF E1 .22 2nd Floor Electrical Options CMU-GARAGE 2 CAR 416 SF P1 .1 1 1 st Floor Plumbing Plan �76 SF P1.21 2nd Floor Plumbing Plan 3670 SF S0.1 Cover Sheet S1.D Foundation Details S1.1 Foundation Plan S2.1 Wall Base Plan S2.2 2nd Floor Wall Plan S3.1 Framing Plan S3.2 Framing Plan High Roof S4.1 Roof Details S4.2 Wall Details S4.2.1 Wall Details S4.3 Floor details LOT SPECIFIC OPTION SELECTIONS Laundry Room Layout 1 No �Sink) —Car Front Load —Car Front Load LOT SPECIFIED PLAN INFORMATION Customer Name * Market Home *, 6871— 00401 Address 36923 HIGHLAND MEADOWS COURT ZEPHYRHILLS IFIL 133542 Community 6871 JOAKS OF PASCO 6871-00401 1 ---- ALL WOW 5HA[ C OVIP` LY kn✓ITT T'r� FAILING CODE r " : d 4, :. I N AND T-41fZ 0P �EJAN G '��.. V s i... �1� V` L✓!,'Y 1 ice.. � e CITY CIF PLAN EXAIAII' ERE I 4 ti. O o� CC 00 cn � o a� CN Q) V cq o 0 rm� Cn tt ce) N � O N oa N 0 0 � O => _tz PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117,501 SHEET GENERAL NOTES GENERAL NOTES VENTILATION / ATTIC ACCESS — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — DO NOT SCALE DRAWINGS — 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 — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES VENTS ONLY PER R806.2 —INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE —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 — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 DRYWALL — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC — 'h" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24' O.C. SPANS TERMITE PROTECTION LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING ACCESSIBILITY — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS ;TNT tit, [P G SHALL BE ISSUED TO THE BUILDING DEPARTMENT - SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF —PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE —ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29' CLEAR OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR U te 0 U TREATMENT AREA IS GREATER THAN 30 SF SHOWER o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS — INSPECTION FOR TERMITES o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF REQUIREMENT. o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS THE ROOF FRAMING MEMBERS o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 ■ 4' CLEARANCE REQUIRED AT GARAGES AND PORCHES o MIN. ATTIC ACCESS SIZE IS TO BE 22'x3O" WITH 30' OF UNOBSTRUCTED HEADROOM IN THE ATTIC POCKET DOOR SPACE SITE ADDRESS FIRE—RESISTANT CONSTRUCTION — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION, THE ADDRESS SHALL BE NO — 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 EXTERIOR THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR — WATER RESISTANCE A 20—MIN. FIRE —RATED DOOR o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT —DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM GUARDS AND WINDOW FALL PROTECTION PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 —GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30' ABOVE WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — �/�" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE CEILING WITHOUT HABITABLE ROOMS ABOVE — GUARDS SHALL BE MIN. 36" ■ THIS IS NOT REQUIRED OVER CMU — 5/8 TYPE X 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 — FLASHING OF THE STAIRS o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER — 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 R703.4 — 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 — EXTERIOR PLASTER — 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 o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 OR ASTM SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS STAIRS C1787 AND R703.7 — MIN. CLEAR WIDTH 36" — LATH WINDOWS/DOORS o HANDRAILS SHALL NOT PROJECT MORE THAN 4 %" ON EITHER SIDE OF THE STAIRWAY o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS, EXPANDED METAL — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS MIN. HEADROOM OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 Y2" LONG, 11 GAGE NAILS HAVING — 6'-8" A 7/16' HEAD, OR 1-1 /2' LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 — MAX. RISE 7-3/4" C1787, OR AS OTHERWISE APPROVED. o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS — MIN. TREAD DEPTH 10" o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND MIN. 20" D — HANDRAILS o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), o 34"-38" ABOVE SLOPE PLANE i corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 /� o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44' A.F.F. inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 PATH WITHOUT GOING THROUGH A GARAGE THAN FOUR RISERS inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES o 1 �/"-2" GRIP SIZE OR GRASPABLE FINGER RECESS 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 MIN. HEIGHT 78" ELECTRICAL — SIDING o FINISHED FLOOR SHALL BE MAX. 1 1/2' BELOW TOP OF THRESHOLD — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS o IN EACH SLEEPING ROOM — MASONRY — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 o OUTSIDE EACH SLEEPING ROOM o BRICK IS TO BE INSTALLED PER R703.8 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o ON EACH ADDITIONAL STORY o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 o FIXED AND OPERABLE PANELS IN DOORS o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED SHOWER ROOFING POSITION — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER — UNDERLAYMENT R905.1.1 underlayment for asphalt, metal, mineral surfaced, slate and slate —type roof - GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS coverings. POSITION 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 o Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate o WINDOWS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED and slate —type shingles, and metal roof panels shall comply with one of the following methods: 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 v A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied 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 over the entire roof. s WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM s BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED D1970 or a minimum 3-3/4 — inch wide strip of self —adhering flexible flashing tape s 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 complying with AAMA 711, applied over all joints in the roof decking. A felt underlayment AND CIRCUIT BREAKERS OR RECEPTACLES complying with ASTM D226 Type II, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic underlayment meeting the performance requirements specified, is required to be applied over s 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 IN the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS the FBCR for fastener type and spacing). o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND " Two layers of felt underlayment comply ASTM D226 Type II or ASTM 4869 Type III or IV, or " WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT two layers of a synthetic underlayment meeting the performance requirements specified, SURFACE — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE lapped and fastened as specified. ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 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 ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT shall be installed in a manner that prevents moisture from entering the wall and roof through TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS joints in copings, through moisture permeable materials and at intersections with parapet walls and LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, other penetrations through the roof plane. SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 WOOD — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD INSULATION 5 O o� a � M�� GO o .00 o Q � CN w VC tv � w 0 �D _1 tn" c N � *PulteGroupr PRODUCT MANAGER RELEASE DATE: xx XX XXxx IEW DATE E RRON PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET G0,02 M LEGEND MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN ,dt,ELEV, ELEVATION INDICATOR — ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = D'—O" DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4T DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. 12:f CEILING TRAYS ARE TO BE RECESSED INTO THE TRAY UP TRUSSES 12" U.N.O. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. —2x4 WALLS ARE DRAWN 3 1/2" THICK -2x6 WALLS ARE DRAWN 5 1/2" THICK -8" BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING FURRING NOTE TO FRAME: -ALL UNRESTRICTED DOOR OPENINGS TO BE FRAMED 5 1/2" FROM INSIDE CORNER. -U.N.O. RESTRICTED DOOR OPENINGS SHALL BE CENTERED IN THE SPACE. P. o m � 41 oO c� 0 rA VJ v � O O i-1 V� t'� ecl Na dfim _ opulteG, roupr 0 o >< w cc N O � o Z r S4 �J � � 0 w r�r M r-i PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.541 SHEET A1.11 11 I SECOND FLOOR PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) 10'-8 3 4" 2ND FL . 9'-4„ TRUSS BRG. 8'-0' T.O. WINDOW D'-p„ FINISH FLOORIJ 11'-11 1 /2" STAIR CALCS. FLOOR TO FLOOR HT. 10'-8 3/4" RISERS 17 @ ±7; 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 FAN INT01X DIAMETER "' BACKER BD. SECTION STAIR DIAGRAM 10" TREAD s7LLJ - �P/jiG��n 1" NOSING V u fin' /, W MM� W M 0 V� v 00 A� a� V� ,ro 0 N r� Putter O O K' w 00 N O F—+ rUra 0 C13 P4 C) � A � � N PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pwte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.21 111 ---------------/ 11 - ----------------- Ji i FRONT ELEVATION SCALE 1/4" = 1'4' (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) 8" LAP PER SPEC C I 10 4" 2,1 CMU HEADER DTL. SCALE: 1/2" = 1'4' (SIDING PER SPEC r. TRIM BOARD NOTE: BOTTOM OF TRIM TO START MIN, 1" BELOW PLATE LINE (U.N.O.) RAKE DETAIL SCALE: 1/2" = 1'-0" 5/4"x6" SMOOTH TRIM MATERIAL 1"x4" SMOOTH TRIM MATERIAL 1"x4" SMOOTH TRIM MATERIAL 1"x4° SMOOTH TRIM MATERIAL FRAME HEADER DTL. SCALE: 1/2" = 1'-0" u c WRB TO BE INSTALLED AT SIDING LOCATIONS, TYP. 4" 5/4 TRIM +1 1/2 STUCCO BAND CMU SILL DETAIL SCALE: 1/2" = 1'-a' GARAGE DOOR GARAGE DETAIL SCALE: 1/2" = 1'-0' 4" BRACKET DETAIL SCALE: 1° = 1'-0" PER ELEVATION q � B.O. HDR +2 STUCCO BAND STUCCO 2" 4/4 TRIM CAULK ---- JOINT SIDING - 1/4" BOARD BETWEEN SIDINC— TRIM WOOD SHEATHING-\ 8" CMU TIGHT TO COLUMN COLUMN RIPPED P,T.-l- BLOCKING SIDING — WOOD SHEATHING TIGHT TO COLUMN TRIMS T� 0 w m cV X Of: cl- P.T, BLOCKING CMU STUCCO--" f 4 BASE SECTION AT TAR ELEVATION N.T.S. I TRIM � I Imo. 1/4" BOARD BETWEEN TRIM COLUMN DETAIL D PLAN SCALE: 1 /2" = 1'-0" O M� co rM-1 N O 0 vJ t� O O T W U� �m � w N � tpulteGir"', PRODUCT MANAGER RELEASE nATG. vv /vv lvvvv ---- I PROJECT TYPE Sin le Famfl SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 I EET A2.01 00 o � I � 00 I co i 0 r7 00 ROOF PLAN SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11 x17 PAPER) WINDOW HDR. HT. SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) -ATTIC VENTILATION ZONE 1- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SO. FT. SO, IN. SQ. FT, SQ. IN. 1255 180720 4,183 602.400 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.1'7) SQ. FT, SQ. IN. � S SO, FT. SO. IN. LIN. FT. VENTS 1.673 240,960 2 2,510 361.440 59 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SO, 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, SQ, IN. SQ, FT. SO, 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 % IN. (121 % 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. SO, IN. SQ. FT. SQ, IN. 92 13248 D.307 44,160 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ, FT. SQ. IN. OF SQ. FT. SQ. IN. LIN, FT. VENTS 0 0 0 0.307 44.160 7 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ, FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SO. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY V (+1/2'), TYP. COMMUNITY SPEC REAR ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) SIDE ELEVATION SCALE 1/8" = 1'-D" (NOTE: SCALE 1/16" = 1'-D" ON 11x17 PAPER) R. HT. co r\ o 00 i F. HT. HT. d 00 o d 00 cn cc Mc r� rid Q� M 0 t� A� U� �O it w o rmm� c-I 41 'd � N 1o�c *PulteGhroup- C=) � o � n w O >< O 00 a� O � o W � W W � � 44 Q m PRODUCT MANAGER RELEASE F)ATC. vv /vv /vvvv PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET 1 e ] * 02 a w o L- w FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) #GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ODW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT F0" LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD 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) 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 o EP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR(AFcI PROTECTED) t� EMERGENCY LIGHT TO APB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /0/ GHINES GARBAGE DISPOSAL �9 DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR (fie) WIFI HOTSPOT GDO OPENER DATA/TV MEDIA MEDIA /SWP BOX It 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 I-2" PVC CONDUIT IL 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM �l Iml �mme mm�mm= ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200PAIMP ELECTRIC METER IN NEMA PANEL MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 r �D 1#4 SERVICE GROUND _ CONNECTED TO CONCRETE ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE N N F- V Elf V O M co rM� N w M O v J` 00 U � �O w 0 b�D rmol N c llkpuiteGmupr PRODUCT MANAGER RELEASE DATE: xx xx XXXX FE V# DATE/DESCRPMN PROJECT TYPE Single Family SPECIFICATION LEVEL Mte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1,11 D FLOOD COVERED LANAI I R I -OPT, <' ' > ; , - �ppT. OPJ; <' ' '> _ OPT, --_ - _ - 4 0" ------ 4 0 4'-4 1/2" 4=�„------------4,_a„ I TO SWITCHED GFCI'S ABOVE IN SOFFIT ----------------- FIRST FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) OPT. COACH LIGHT 2'-0" TYP. SPACING METAL STUD, TYP. 2x4 WOOD BLOCKING INSIDE METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE, TYP. A 2'-0„ TYP. SPACING END NAILS, TYP. WOOD BLOCKING STACKED BETWEEN BLOCKED METAL STUDS METAL STUD, TYP. WOOD BLOCKING INSIDE—\�Z// TOP OF METAL TRACK, FROM STACKED 2x6 WOOD STACKED BOTTOM PLATE TO TOP BLOCKING BETWEEN BLOCKED PLATE METAL STUDS, TYP. END NAILS, TYP. 110V DUPLEX OUTLET CHASE OUTLET a LOCATION LOCATION N �f7 Li Li +� Q 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING SCALE: N.T.S. ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) 09CI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET O DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY TLIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD 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) Q EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT > OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR(AFCI PROTECTED) [ EMERGENCY LIGHT TO THERMOSTAT PB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /4/ GARBAGE DISPOSAL CHINES ° DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT GD0 OPENER DATA/TV qDIA MEDIA /SWP BOX It 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 1 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 'Tb�= I�III���III�III�� ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP 0 COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AIMP ELECTRIC METER IN NEMA PANEL WID 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I� II III III IIIII�I 1#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O c-/ rM� W M iN O c�Q � i4 .N N v U C1� � N llbulteGroup PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1,12 -----�-�--� - - -T --_TT ____ r- I -r__- - -- I I I I I I i� I SECOND FLOOR ELECTRICAL PLAN SCALE 1 /4" = V—O" (NOTE: SCALE 1 /8" = 1'—O" ON 11x17 PAPER) - -1 ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) *GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET O DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0' LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PG LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT -j�VPa LIGHT FIXTURE / VAPOR PROOF �2 LIGHT FIXTURE / EXTERIOR FLOOD LIGHT 4 LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 4 EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE 0 SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) @ SMOKE/CARBON E'�2ELJ ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR(AFCI PROTECTED) EMERGENCY LIGHT © THERMOSTAT APB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /0/ GARBAGE DISPOSAL CHINES E DOOR BELL CHIMES (GFCI PROTECTED) ally GARAGE DOOR 0WIFI HOTSPOT GDO OPENER DATA/TV ME IA MEDIA /SWP BOX It 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 2" PVC CONDUIT IL 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM Tb IF -Al II III IIIIII ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP 0 COMBINATION SERVICE 120-240 VOLT DISCONNECT SWTCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL kJOD 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS EMIR mmI"m11m'1m'n 'I_� II III IIII�illl�l 1#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE 0 w � VJ �cx:l O A� V� cz O �--1 � •--' w .� 1 N n PRODUCT MANAGER RELEASE f1ATF. vv /vv /vvvv PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1,21 OPT. I I I I I 1 1 � 1 BEDROOM 2 3'-11/2" 3'-11/2" �, OPT. _ <�, �> OPT. --- " [N; OPT. %\ a_ BEDROOM 3. CD RR OPT.`, N �> i N k OPT. 0 u BATH 2 L WIC L WIC , IN SOFFIT WP /GFCf -- OPT. TV -- �N, SWITCH BELOW _-- ------ ---------------------"--------------------------------- WP/GFCI IN SOFFIT OPT. TVL/u� Im "1d0 BEDROOM 4 4RT. ,T`t r" <�, �> `OPT. 3'-81/2" 1 3'-81/2" SECOND FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-0" ON 11x17 PAPER) ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) *GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONPIGFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET 0 DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 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 Fo LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF L� LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 4 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 CEP ELECTRIC PANEL (AFCI PROTECTED) SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT O THERMOSTAT -EPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /0/ GARBAGE DISPOSAL CHINES ° DOOR BELL CHIMES (GFCI PROTECTED) ally GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV' �AEDIA MEDIA /SWP BOX It 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 #4C P COPPER �2 PVC CONDUIT 1 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 0 COMBINATION SERVICE 120-240 VOLT DISCONNECT SNITCH AND 1 PHASE MLO 200 AIMP ELECTRIC METER IN NEMA PANEL MCg I 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I 1#4 SERVICE GROUND �D CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O � co4 W M O i4 c�A� ill V0 c� O rm� cn c"I N � lirpulteune-, :f PRODUCT MANAGER RELEASE DATE: xx /xx /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pt&e PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1*22 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY I I I I I I I I I I 2'-3" I10 I HB J - - - - - - - - I I I I I I I I I I I I I I I I I 9'-11/2" I 1--- ----- — ---� 9'-7 1 /2" rXl� a 00 ------ I I O D F 1 I I 2 4' I I III VANITY LAVA' I; I II III PER SPEC ° REFRIGERATOR c �WATER LINE a' F WATER 6'-71/2" I I CLOSET j- — - --- - — - NOTE: ALWAYS P R SPEC I — — � ... __. __... _ .. _ ._ .........__-�. _......_. t LOCATE DRYER TO RIGHT OF WASHER ° WATER CLOSET j; VANITY LAV PER SPEC PER SPEC .I I 9'-5" 5-11/2" o WH 0 i II = II = II IIC O n — — — — — — — — — — — 0 O i 0 L V C a N O N 0 FIRST FLOOR PLUMBING PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) a J 1 O co i M r-+ oc 0 •� o ue) .o 0 00 Q � c U led O i-1 J V' N Putty U—j O M => 4c O O w c FA c1 x m � PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117,501 SHEET pill --I--T - I - -m THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY �V WATER CLOSET PER SPEC 0 VANITY LAV PER SPEC a 0, E 0 L — — 0 N N 0 U t C N 0 N 0 SECOND FLOOR PLUMBING PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = l'-0" ON 11xl7 PAPER) J a N O N 0 v O � co ` r-+ 00 M o \ in�l o 00 Q� M V� �o � w Ab "'0 N ,0 *PulteGroup- PRODUCT MANAGER RELEASE nATC. vv /vv lvvvv PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117,501 SHEET P1021 A. GENERAL: F. REINFORCING STEEL: 1, WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 7th EDITION. 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL 2, DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. DIMENSIONS LOCATIONS SIZES AND CONDITIONS INCLUDING UDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, 3. REBAR LAP SPLICES ARE TO BE: CLASS B .MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM FLOOR AND ROOF SLOPES DEPRESSED E ED AREAS, CHANCES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, 4, FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE, BASES AND ANCHORAGE ETC. 5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 4. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPONSIBILITY OF THE REINFORCING. CONTRACTOR, ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON 7, TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACKCHARGES WILL NOT BE ACCEPTED, COMPRESSION MEMBERS SHALL BE AS FOLLOWS: REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE, 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE. TOLERANCE ON d TOLERANCE ON SPECIFIED 6. ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN CONCRETE COVER T-POSITIVENL06: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. d<=8 in +/- 3/8' -3/8' B. DESIGN CRITERIA: d>=8 in +/- 1/2" -1/2' 1. DESIGN LOADS: ROOF DEAD LOADS TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2" METAL ROOF TC DEAD LOADS ------- 10,0 PSF SHINGLE ROOF TC DEAD LOADS ----------- 7.0 PSF G. WOOD FRAMING: TILE ROOF TC DEAD LOADS ____________________ 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF 1, 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 LATEST EDITION OF THE NDS. ROOF LIVE LOADS 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 2x4 (MIN) SPF OR SP NUMBER 2 OR BETTER 9 16' O.C. FOR WALLS 9'-5" OR LESS. TC LIVE LOAD _____________ 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE - -------------------- 10.0 PSF 3. INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPF OR SP NUMBER 2 OR BETTER @ 16" O.C. MAX. (U.N.O.). BC LIVE LOAD w/ STORAGE ___ 20.0 PSF 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 2x4 SPF, SP, OR METAL STUDS @ 24" O.C. MAX. FLOOR DEAD LOADS 11.0 PSF 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. WOOD FRAMED DEAD LOAD 11.0 PSF 6. HEADER FRAMING: FLOOR UVE LOADS __________________ 40.0 PSF (REDUCIBLE) a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER BALCONY DEAD LOAD 15.0 PSF SIZE OF SAME SPECIES, GRADE AND PLY COUNT. BALCONY LIVE LOAD 60.0 PSF b.) FOR 2x4 STUD WALL PROVIDE; (1) 2x4 KING STUD AND (1) 2x4 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. _ EXTERIOR WD WALL 18.D PSF c.) FOR 2x6 STUD WALL PROVIDE: (1) 26 KING STUD AND (1) 26 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. INTERIOR WD WALL ____ 7.0 PSF 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH Y" TOLERANCE (2-PLY MIN), STAIRS/LANDING___________________ 40.0 PSF UNLESS NOTED OTHERWISE, AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8" O,C. FOR EACH, U.NO. WIND SPEED PER ASCE 7-16 140 MPH 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CCNDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. RISK CATEGORY II 10. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12' D.C. EXPOSURE "C" UNLESS NOTED OTHERWISED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL. TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WODD-TO-WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE 2, ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. 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 H. PREFABRICATED WOOD TRUSSES: APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS, 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. G. FOUNDATION: 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, 1, FOUNDATION I I S DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 200D PSF. THE 4. - FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. PLACEMENT. 6. PROVIDE BRACING AND BLOCKING PER BCSI-83 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE 2. ALL FILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8". CONFORM TO DELEGATED TRUSS SYSTEM ENGINEER. ASTM D 1557, 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE 8, ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL BE DETERMINED BY THE DELEGATED GEDTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. TRUSS ENGINEER 4, FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS 9. ALL TRUSS -TO -TRUSS CONNECTIONS, BOTH GRAVITY AND UPLIFT, ARE DELEGATED TO THE TRUSS SYSTEM ENGINEER AND CALLED FOR ON PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. THE MANUFACTURER'S LAYOUTS. 5. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED. I. ANCHORAGE: D. CONCRETE: 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 1. CONCRETE SHALL CONFORM TO THE "BUILDING REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION) WITH BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. Yx3"xO.229' PLATE MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. WASHERS 2, DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED, 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193, PRE -APPROVED 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): EXPANSION ANCHORS SHALL BE: SIMPSON 'STRONG -BOLT 2' a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED b, STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR SCREW ANCHORS SHALL BE: SIMPSON 'TITEN HD' CAN ONLY BE INSTALLED IN DRY, INTERIOR DR NON -CORROSIVE c. FORMED CONCRETE WITH EARTH BACK FILL - 2 INCHES CLEAR ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC308. PRE -APPROVED MIDDLE TO UPPER Y OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS ADHESIVE ANCHORS SHALL BE: SIMPSON 'SET-XP' OR SIMPSON 'AT-XP' SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR 7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO SIMPSON "SET-XP'. PLACING CONCRETE. 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS; 8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED REINFORCING WHICH MAY CONFLICT. POWDER -ACTUATED FASTENERS SHALL BE: SIMPSON 'POWDER -ACTUATED FASTENERS' 9. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332, b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED 10. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. CONCRETE SCREWS SHALL BE SIMPSON 'TITEN SCREWS' 11, ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED a.) CONTRACTION JOINTS, IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM ADHESIVE ANCHORS SHALL BE: SIMPSON 'SET' OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION CONTRACTION JOINTS IN A 3.5" SLAB SHALL BE PLACED NO MORE THAN B-FEET APART IN BOTH DIRECTIONS INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL. CONTRACTION JOINTS IN A 4.0" SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS 8. PRE -APPROVED SUBTITUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). a) 1/2" DIA. SIMPSON STRONG-BDLT 2"W/ MIN. 2 3/4" EMBEDMENT DEPTH AND 4'EOGE DISTANCE. c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. b) 1/2" DIA. SIMPSON 'TITEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE, FIBER LENGTHS SHALL BE Y2' TO 2 Ye" IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SYNTHETIC FIBERS SHALL COMPLY WITH ASTM POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. C1116. THE MANUFACTURER OR SUPPLER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN 9. PRE -APPROVED SUBTITUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: REQUESTED BY THE BUILDING OFFICIAL. a) 1/2" DIA. SIMPSON 'TITEN HD'W/ MIN, 3 1/4" EMBEDMENT DEPTH AND 1 3/41EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2" DIA. F1554 GR. 36 ATR W/ NUT & WASHER. E, MASONRY WALL CONSTRUCTION: 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. 1, MASONRY CONSTRUCTION SHALL COMPLY NTH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. 10. PLACE ANCHOR BOLTS AT 4" MIN AND 12' MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH 2, MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi OF THE PLATE, A MINIMUM OF 1 3/4" FROM CONCRETE EDGE, AND SPACED AT 24" O.C. MAX. ON THE NET AREA (f'm = 1,500 psi), UNITS SHALL BE NORMAL WEIGHT, 8' x 8" x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED 11, SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION, CORROSIVE CHEMICAL TREATMENT. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE "S" OR "M'. 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN 4. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 2500 PSI, 13, BOLT HOLES SHALL BE 1/16" MAXIMUM LARGER THAN THE BOLT SIZE, USE STANDARD CUT WASHERS UNDER BOLT HEADS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT, OR NUTS AGAINST WOOD, 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. 7. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. J. WOOD STRUCTURAL SHEATHING: 8. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 9. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS 10. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI I. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. 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, K. FIELD REPAIR NOTES: 1, MISPLACED DOWEL NOTE: REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK #4 20" 3" 10" #5 25" 3-3/4" 10' #6 34" 4-1/2' 11" #7 42" 5-1/4, 13" 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 34' 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. 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS. 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-Y/' FROM ANY EDGE FOR Y2' BOLTS AND 3 2- FOR r AND �; BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5" MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24" TO 16"). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM 12 x 6", OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSDN TYPE "SET" EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6" MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL IN THESE DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESS THAN 1 1/2" FROM THE FACE OF THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3" NAILS). WHEN GAP IS GREATER THAN 1 1/2', INSTALL NEW ANCHORS. 4, CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY %- OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN Y8' AND 1 Y2', GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 r2', CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD 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 WALLS (2-1/8'FOR A 2X4 STUD OR 3-5/16-FDR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4'X1-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'#'-SDS3 WITH (12)-1/4N3'SDS SCREWS, WHERE'FCORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOP/BOTTOM PLATES a. FOR PLUMBING/MECHANICAL UTILITIES A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE 2'WIDE AND MUST BE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2-WIDE / FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/2'TO THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1-FROM THE EDGE OF THE PLATE. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS 2-ABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2-BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTILIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3" WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) c I� L. JURISDICTION D 1. FOR \A L UPART ALLOY ENCLOSED REAS,IINCLECIFIIUD NO BUT NOTILIIMMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTTTIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7" ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES, THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2. SOFFIT, OTHER THAN THE EXTERIOR GRADE SOFFIT BOARD OR SOFFITS USING HIGH -RIB METAL LATH AND STUCCO, SHALL HAVE THE PRODUCT APPROVAL NOTED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS SUBMITTED, ALL ALUMINUM DR VINYL SOFFITS SHALL MEET OR EXCEED THE REQUIREMENTS NOTED ON THIS SHEET IN REGARD TO DESIGN PRESSURES. ALL ALUMINUM MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO COMPLY WITH THESE MINIMUM DESIGN PRESSURES. INSTALLATION IN ACCORDANCE NTH THESE REQUIREMENTS WILL COMPLY WITH R703 AND R704. ALL VINYL SOFFIT SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND R704. ABBREVIATIONS: A. 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 34' 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. 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS. 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-Y/' FROM ANY EDGE FOR Y2' BOLTS AND 3 2- FOR r AND �; BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5" MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24" TO 16"). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM 12 x 6", OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSDN TYPE "SET" EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6" MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL IN THESE DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESS THAN 1 1/2" FROM THE FACE OF THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3" NAILS). WHEN GAP IS GREATER THAN 1 1/2', INSTALL NEW ANCHORS. 4, CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY %- OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN Y8' AND 1 Y2', GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 r2', CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD 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 WALLS (2-1/8'FOR A 2X4 STUD OR 3-5/16-FDR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4'X1-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'#'-SDS3 WITH (12)-1/4N3'SDS SCREWS, WHERE'FCORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOP/BOTTOM PLATES a. FOR PLUMBING/MECHANICAL UTILITIES A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE 2'WIDE AND MUST BE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2-WIDE / FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/2'TO THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1-FROM THE EDGE OF THE PLATE. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS 2-ABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2-BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTILIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3" WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) c I� L. JURISDICTION D 1. FOR \A L UPART ALLOY ENCLOSED REAS,IINCLECIFIIUD NO BUT NOTILIIMMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTTTIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7" ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES, THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2. SOFFIT, OTHER THAN THE EXTERIOR GRADE SOFFIT BOARD OR SOFFITS USING HIGH -RIB METAL LATH AND STUCCO, SHALL HAVE THE PRODUCT APPROVAL NOTED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS SUBMITTED, ALL ALUMINUM DR VINYL SOFFITS SHALL MEET OR EXCEED THE REQUIREMENTS NOTED ON THIS SHEET IN REGARD TO DESIGN PRESSURES. ALL ALUMINUM MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO COMPLY WITH THESE MINIMUM DESIGN PRESSURES. INSTALLATION IN ACCORDANCE NTH THESE REQUIREMENTS WILL COMPLY WITH R703 AND R704. ALL VINYL SOFFIT SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND R704. ABBREVIATIONS: A. PLYWD = PLYWOOD B. OSB = ORIENTED STRAND BOARD C. NAILING: C.A. 8d = COMMON NAIL C.B. 10d = COMMON NAIL C.C. 12d COMMON NAIL C.D. _ 16d - 0.135" x 3 1/2" GUN NAIL C.E, EN = EDGE NAILING C.F. FIN = FIELD NAILING C.G. SN = SIDE NAILING C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION J. MAX = MAXIMUM K. MIN = MINIMUM L. O.C. = ON CENTER M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 0. TYP = TYPICAL P. U.N.D. = UNLESS NOTED OTHERWISE Q. I.L.O. = IN LIEU OF R. w/ = WITH S. WD = WOOD T. EE = EACH END U. HEIR = HEADER V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. ATR = ALL THREADED ROD Z. S,C. = SAW CUTS AA. C.J. = CONTRACTION JOINT AB. DEN = DOUBLE EDGE NAILING AC. COL = COLUMN AD. REIN = REINFORCEMENT AE. PLT = PLATE AF. CANT. = CANTILEVER AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER R. SHOWN ALLOWABLE DESIGN PRESSURES VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE Positive Width Height Effective Pressure Pressure Descdpqn• coo Fieldstone ,,,\`;sa""' i(r•• C S � •. tr C.O.A# ARCHITECTURE: i AA26002802 ,. C.O.A.# ENGINEERING: " 29349 ■ BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE -10 ATE P.E.# 80956 R1i3p' • �`� 08/26/2021 �s`S�aNAI. DATE SIGNED �1�1/IIt11l��� :r O 45 00 t+7 > A� � M cV di c� r"r � cf) N p�cl PuIt r PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SO.1 MONOLITHIC FOUND.- W/ (2) 14 DIA, RODS CONT, ON CHAIRS SCALE: 1/2"=1'-0 ZQ L J L 0,> -4" @ 2 STOI 'WALL FTG QPP APPA PAVERS OR SLAB PER SPEC.-' CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN MASONRY COL, ON SPREAD FIG, SCALE: 1/2"=1'-0 3/4" RECESS IN SLAB 10 1 /2" FINISH FLOOR 4" (1) 15 REBAR w/ 25" LAP 8" OR 12" SQUARE U.N.O. OR ROUND C.M.U. 8" C.M.U. FINISH PER ELEV. COL. PER PLAN SLOPE FINISH GRADE PAVERS PER SPEC, CONCRETE FOOTING w/REBAR AS NOTED =' 9" STARTER •• _• �• ON FOUNDATION PLAN COURSE (IF REQUIRED) PER PLAN ALT, CMU SEAT @ 4Y' FROM TOP OF SLAB r�� kJA0fNkIDV t%Al MI QDDCAII CT/- Qom. 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR �w rr- p Z m � o Z SCALE; 1/2"=1'-0 Z Q J w d CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) 8" C.M.U. WALL FINISH PER ELEVATION 3/4" RECESS IN SLAB FINISH FLOOR L1J SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2"4-0 RECESS WITH PAVERS 2x AT 24"O.C, MAX, 2x P.T. PLATE SECURED TO SLAB w/ 3° POWDER ACTUATED FASTENERS OR TAPCONS 016- O.C. OR (2) ROWS 12d 1/2" G.W.B. EA. SIDE GUN NAILS 0 12 O.C. STEP PER PLAN SLOPE — 4„ 1, Q" 6 1/2" (1) #4 ROD CONT. ON CHAIRS UNO STEP CONDITION 0 THICKENED SLAB @ GARAGE (NON -BEARING) PER PLAN vi 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 0 16" O,C. OR (2) ROWS 12d GUN NNLS 9 12' O.C. START SLOPE HERE 2" SCALE: 1/2'4-0 ` CORNER BAR WITH 25' VERTICAL DOWEL # <� MIN. LAP SPUCE EACH AS REQ'D IN PLAN ` SIDE. SAME SIZE AS CLEAN COMP, CONT. FOOTING STEEL. TO CORNER ItALTERNATE ".. < _ ;'- ,: , NUMBER OF CORNER SPLICE: PROVIDE CONT. STEEL REWF. BARS BENT . ' —` "_' - _ _ �- BARS EQUALS NUMBER OF CONT. BARS AT CORNERS TO COMPLY = WITH THE INTENT OF THE BUILDING CODE, NUMBER OF REBAR PER PLAN 25 MIN. PVC SLEEVE LAP SPLICE 1'-4" 0 2 STORY F12 REINF. PLACEMENT AT FTG. CORNERS F13 BEARING PENETRATION DETAIL SLOPE 8" OR 12' SQUARE �I y REINF. PER PLAN w/LAP PER OR ROUND C.M.U. COL. PER PLAN COVERSHEET cn SLOPE I c� CONCRETE FOOTING o - w REBAR AS NOTED- / ON FOUNDATION PLAN (IF REQUIRED) PER PLAN MASONRY COL ON SPREAD FIG, (Concrete) 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR 8" C.M.U. WALL FINISH PER ELEVATION SLOPE IIIII MONOLITHIC FOUND. w/(2) 14 DIA. RODS CONT. ON CHAIRS. WITH SLAB FLUSH CONDITION SCALE: 1 /2"=1'-0 FINISH GRADE THICKENED SLAB EDGE SCALE: 1 /2"=1'-0 SCALE: 1/2'=1'-0 (1) #4 ROD CONT, ON 2x AT 24"O.C. MAX. 1/2" G.W.B. EA. SIDE 8" G.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT, ON CHAIRS CHAIRS PAVERS TYP. SLOPE TYPICAL 3 1/2" CONC. SLAB GRADE 11 8 1 1 (1) 14 BAR CONT, COMPACTED FILL -PAVER AT CONCRETE GRADE BEAM SCALE: 1 /2"=1'-0 MASONRY COLUMN PER PLAN REINF, PER PLAN CMU COL. PER w/LAP PER PLAN COVERSHEET #5 BAR w/ 25" MIN LAP SLOPE w J Q Z PAVERS OR SLAB PER m SPEC. = z CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN PER PLAN (IF RE01 QUIRED NRY COLUMN ON SPREAD FTG. (Pavers} PAVERS OR SLAB PER SLOPE ' SPEC. CONCRETE FOOTING'- w/REBAR AS NOTED ON FOUNDATION PLAN . - , .. -'=. r' (IF REQUIRED) PER PLAN Or m MASONRY WALL CORNER ON SPREAD FIG. CMU COL. PER PLAN - #5 REBAR w/25" MIN LAP OIL-Q'-�" SLOPE w - io � - � Q Z m CD CONCRETE FOOTING— w/REBAR AS NOTED o z ON FOUNDATION PLAN (IF REQUIRED) PER PLAN Hers} MASONRY WALL CORNER ON SPREAD FIG. -#5 REBAR w/25" MIN LAP w Q Q Z W mc�� a Z SCALE: 1/2"=1'-0 SCALE 1/2"4-0 (1) 15 REBAR AT EACH Q FILLED CELL CMU STRUCK BOTH WAYS GROUT BE Ln Al Ln POURED CURB CV 0'-0' F.F. !z SLOPE_ -O -O FINISH GRADE 00 00 r Foo o z —MONOLITHIC FOUND. MONOLITHIC FOUND. _ • . :'r w/(2) #4 DIA. RODS W/ (2) #4 REBAR 1'-8°°• 8'° CONT. ON CHAIRS CONT. ON CHAIRS 0 2 STORY 17 -� EXT. MASONRY WALL@ GARAGE jk7Z EXTERIOR DOOR SILL POCKET ZERO CORNER SGD SCALE:1/2"=1'-0 SCALE: 1/2"=1'-0 SCALE:1/2"=1'-0 - z 2-1/2' @ IMPACT Q GROUT BED DOOR PAVERS PER SPEC DOOR PER SPEC -� PAVERS PER 3'" � DOOR PER SPEC N \ (THICKNESS VARIES) DOOR THRESHOLD � SPEC (THICKNESS riftVARIES) DOOR THRESHOLD PER PLAN F. SLOPE Q'-0" F.F. SLOPE �' O„ TL:00 <- PER PER PLAN x - � .=• - - — - - - ALT. BRICK _ -__-- PER PLAN z Q .... THRESHOLD = :. III III I I I o -:-I I 1=1 1—I 1- _i i _ �;':- I-1=1 I I P- - ...... - - �� ` I I I=1 I I- MONOLITHIC FOUND. 1� -0" MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" - W/ (2) #4 DIA. RODS 1'-4�M 2-STORY w/(2) 14 DIA. RODS w/(2) #4 DIA. RODS 1'_4° @ 2-STORY ,._ '_ ` -_ 1 -0" CONT. ON CHAIRS CONT. ON CHAIRS CONT. ON CHAIRS - III 1'-4 ,° ALT. FLUSH BRICK EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL Cad ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) SCALE:1/2"=1'-0 2X AT 16' O.C. W/ 1/2" GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL STEP PER PLAN SPECIFYING ANCHOR REQUIREMENT SLOPE NIL- (2) #4 R00 CONT. ON CHAIRS 6„ 1' STEP CONDITION Fog 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 SCALE: 1 /2"=1'-0. VL 2X AT 16" O,C. W/ 1/2" GWB EA, SIDE 2„ SEE HEADER/UNTEL PLAN FOR ASSOCIATED WALL DETAIL START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT SLOPE cV (2) #4 ROD CONT. ON CHAIRS 10 1 /2" 1'-0" [10 1/2" 30" 00%12" CONC. FIG. w/ (3) A4 r REBAR EA. WAY L J VEHICLE SIDE OF PEDESTAL REBAR 3" OM TOP & 10" ND ® BOTTOM N �. 30" �. GAS WATER HEATER PEDESTAL(GAS COMMUNITIES ONLY) SCALE: 1/2"=1'-0 LOCATE PER ARCHITECTURAL DRAWINGS (1) A4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" BAR CONT. J a CONC. PER SCHEDULE CIL- SLOPE TO DRAIN . -s SHOWER RECESS SCALE: 1 /2"=1'-0 SCALE: 1 /2"=1'-0 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT (2) #4 DIA. RODS CONT. ON CHAIRS = - - O 10" 1'-0" 10" 1 THICKEND SLAB na INTERIOR WALL SCALE: 1 /2"=1 '-0 2X AT 16" O.C. W/ 1/2" CWB EA. SIDE ,�V111111/��� 00o Fieldstone C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: No. 29349 BENJAMIN NIESE, PE r P.E.# 86025 ❑ IAN MCCULLOUGH, PE P.E.# 80956 Q STATE ;gN 6S /,NAL 021 DATE II M� 00 O J � O 00 A=n a) v' 45 N 0 V `Y' ell ~ � ;;.T N �I tPulteGroup PRODUCT MANAGER RELEASE DATE: XX XX XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pt lte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SL0 26'-0" 23'-4" 24"x32"x12" CONC FTG w/ #4 REBAR @ 6" O.C. EA WAY 40'-0" 24"02%12" CONC FTG w/ - #4 REBAR @ 6" O.C. EA WAY $1.0 14'-D" F11 o F11 S1.0 CD S1.0 o w/OPT. SCREEN w/OPT. SCREEN o a ENCLOSURE ENCLOSURE o N 4>-01) 8" �, 16,_8" 8„ L. 3,_8, 3,_0, 8» L. 7,_0" 8„ L. 3,-0„ F12 VERIFY M.O. 51.4 ■ VERIFY M.O. I■ ■AIR ■ T F01 ■ Forz S1.4 ■ S.C. p I [D N \ ■ I I O,-On I N 0 ■ I S. C. 3'-0 1/2" 9" ■ 17'-9" 6'-6 1 /2" 6'-10 1 /2" ■ \ r, 1 STORY 24'x24 x12 CONC F10 $1A 1 STORY o 2 STORY FTG w/ #4 REBAR @ 6" O.C. EA WAY Er- d- 2 STORY :::3] c-j\ N vi �V -1 18'-2 1/ ' I � 14'-8 3/4"co .h 11 - ■ ---------------- - - 00 I FFr $1 A 00 ■ T S.C. r, �Fl _ co o REFER TO ARCHITECTURE FOR F08 `n ■ `I ACTUAL WALL LOCATION S1.0 N ■ S.C. -_ cc I `r START SLOPE V `V C' HERE ■ ■ FOA 51.0 VA IE5 "' S.C. 0 PROVIDE (2) #43 -0 F09 ■ LONG CORNER CRACK S1,0 t+VA115 ■ BARS 0 ALL CORNERS o OF SLAB (TYPICAL) N o 0 ■ FO7 o 0 7 �- I F41 S1.0 S1.0 _ w o 0 � cn \ S1.0 ■ S.C. ■ VERIFY M.O. VERIFY w 2' 9" 8" 7 0" 8" 3'-11" M.O. 4' 0" y 0' --�--• S1.0 ■ - O S1.0 24"x24%12" CONC FTG w/ o #4 REBAR @ 6" O.C. EA WAY o . I ■ ■ F"I 12'-6" S1.0 20'-0" FOUNDATION PLAN SCALE: 1 /4"=1'-O" VERIFY M.O. 6'-10" '-0" 8" 16'-8" 20'-0" 40'-0" umna LEGEND SYMBOLS ❑■ 8x8 FILLED CELL W/ #5 REBAR [OF-21 SxB FILLED CELL W/ (2)#5 REBAR @ INSIDE FACE © 8x8 FILLED CELL W/ NO REBAR REQUIRED 45' CMU - FILL CELLS W/ #5 REBAR 12x12 FILLED CELL W/ (4)-#5 REBAR ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = O'-O" XX DETAIL INDICATOR I FLOOR SLAB NOTES: 3 112" 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6- AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN "L" SHAPED SLAB REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36" (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12" (305mm) APART, WITH THE FIRST BAR PLACED 2° (51mm) FROM THE CORNER, ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. I PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS 00o Fieldstone C.O.A# ARCHITECTURE: i AA26002802 i C.O.A.# ENGINEERING: NO. 86 29349 BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE Q E OF P.E.#80956 08/26/2021 DATE SIGNED *PulteGroup- RODUCT MANAGER RELEASE PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SIM WALE BASE PLAN SCALE: 1/4"=1'-O" 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. F 2. MINIMUM 4" NOMINAL BEARING PER END ® LINTELS OR AS REQUIRED BY o MANUF. (NOTE:MOST MANUFACTURERS REQ. 8" BEARING 0 SPANS > 12'-4') 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12'-4' SHALL BE PRESTRESSED. E- 4. BOND BEAM ELEV = 9'4' U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4" FOR ALL 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 L QUANTITY OF #5 REBAR AT TOP L NOMINAL HEIGHT NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D _ 1-1/2" CLEAR a _ CMU ,o GROUT #5 REBAR AT BOTTOM OF UNTEL CAVITY 7-5 8" BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH LEGEND DETAIL INDICATOR 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 2xB------- 6'-1" - 8'-6° DOUBLE 2x10 2 JACK STUDS EACH END. 8'-7" - 12'-6' DOUBLE 2x12 (2) JACK STUDS. EACH END. #5 REBAR IN VERTICAL GROUT FILLED CELL ROUGH OPENING BELE W PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAIL w N-Is u�'11 MITER LINTELS BY FIELD CUTTING 05 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL 45 BAR AS SHOWN COLUMN BELOW `,y11111!!! 00o Fieldstone v�CE C.O.A# ARCHITECTURE: i AA26002802 C.O.A.# ENGINEERING: NO. 8602 29349 ■ BENJAMIN NIESE, PE P.E.#86025 ❑ IAN MCCULLOUGH, PE P.E.#80956 0 STATE OF 08/26/2021��� ] DATE SIGNED i t j I l l W o� cn O� 0 V J � 0 O ao W N r W ,...i w bD N �I *PulteGrau- RODUCT MANAGER RELEASE nnTF. vv /vv /vvvv P PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 I S11El I I'lb 111111. ,ill UL All- I 1.. I :I SECOND FLOOR FRAMING PLAN SCALE: 1 /4"=1'-O" LEGEND XXX DETAIL INDICATOR 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 S 4• DOUBLE 2x6 3'-5" - 6'-0• DOUBLE 2x8 ------- 6'-1. - 8'-6• DOUBLE 2x10 2 JACK STUDS, EACH END. 8'-1" - 12'-6" 1 DOUBLE 2x12 2 JACK STUDS, EACH END. ,11%11111/1 , oeo Fieldstone s pm l C.O.A# ARCHITECTURE: i AA26002802 C.O.A.# ENGINEERING: 29349 ■ BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE STATE P.E.# 80956 DATESIGNED i�'� J/Ilili CL a CL c Pu It e G ro, u PRODUCT MANAGER RELEASE DATE: XX XX XXXX FUS DATE ESCRPTION PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2s2 AT EA VERTICAL CHORD OF FLOOR TRUSS. LUS26 w/ (8) 0.148"x1-1/2" EA TRUSS TO LEDGER. FLOOR & LOW ROOF FRAM N G PLAN SCALE: 1 /4"=V-0" 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, REFER TO DETAILS FOR ALL WALL SHEATHING REQUIREMENTS. ALL OTHER SHEATHING TO COMPLY WITH MINIMUM CODE REQUIREMENTS U.N.O. IN THESE DRAWINGS. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 4Z MIN, 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. B. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. F- 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)SDK15600 AT EA PLY. C) (1)SDKI5600 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. %PFieldstone " Vic C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 BENJAMIN NIESE, PE ro P.E.#86025 � ❑ IAN MCCULLOUGH, PE S OF P.E.# 80956 DA/2021 TE ���14Ai. ` � ��` O M i OG M 0 VJ O O �-1 O4� W M cV W Ubo � w 0 CJ� � N c PRODUCT MANAGER RELEASE DATE; XX XX XXXX NEW DATEAESCRPTION PROJECT TYPE Single Fanuly SPECIFICATION LEVEL PWte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 moommommommomma SHEET S3,1 SECOND FLOOR ROOF FRAMING PLAN SCALE: 1 /4"=V-0" 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. k REFER TO DETAILS FOR ALL WALL SHEATHING REQUIREMENTS. ALL OTHER SHEATHING TO COMPLY WITH MINIMUM CODE REQUIREMENTS U.N.O. IN THESE DRAWINGS. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2)j: MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS, T U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. 3. 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) (I)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 VTR 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. 000 Fieldstone � �Ci.• . tS C.O.A# ARCHITECTURE: AA26002802 0 C.O.A.# ENGINEERING: o. 86025 29349 _ BENJAMIN NIESE, PE P.E.#86025 ❑ IAN MCCULLOUGH, PE STATE O P.E.#80956 08/26/2021 ,�/�� TONAL �•�*` DATE SIGNED ��il/fill It\1 l O Q o� cn b 04 VJ � �1 O O A� W M cu Urr d� r-I a� r�l w 0 b� Cif � N � IIFPulteGi un PRODUCT MANAGER RELEASE DATE: XX XX XXXX ffV# I DATEAESCRPMN PROJECT TYPE Single Family SPECIFICATION LEVEL PWte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S3.2 STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FAQ "TTAmuc"R PREaGINEERED WOOD TRUSSES AT 24' O.C. MAX. .OR. b(BLOCKNG AT SHEATHING EDGES w1 2(RIBBON BOARD ATTACHED TO (3) 8d NALS INTO TRUSS TRUSS W/ 0)1Od NAILS, 2rO.C. CONTINUOUS STRUCTURAL CENTER MAX SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING SHEATHING DETAIL - NAIL PER TYPICAL SHEATHING DETAL TYPICAL TRUSS ANCHOR PER PLAN IDETAILATTRUSS HEEL > 91/4' 'TYPICAL TRUSS ANCHOR PER PLAN NOTE: REFER TOARCf1TECTURALDRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFETRUSS PROFILE INFORMATION. P. HEEL HE6 HTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENaIEERED WOOD TRUSSES AT24'O.C. MAX TRUSS ANCHOR PER PLAN FASCIA, (SEE ARCH DINGS) BOND BEAM PER PLAN DETAILATTYPICALTRUSSW HEEL <9IN PROOF TRUSS ON MASONRY Scale: STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24" O.C. REDID 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 2x4 "L" 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 IT "L" BACK AND AN ADDITIONAL DIAGONAL BRACE 15 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 III BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. NOTE REFER TOARCFI CTURILDRAWINGS ANDARTRUSS STRUCTURAL SHEATHING SEE PLAIN M ANIJ CNRER DRAWINGS FOR SPECACTRUSS PWILE AND DETAILS FOR ATTACHMENT INFORMATION. (Le.HEEL HEIGHTS, SLOPE, 04EAISINGS) PREfAGIIHEEAm WOOD N TRUSSES AT 2C O.C. MAX "OR, 2x BLOCIWG AT SHEATHING EDGES w/ 2(RIBBON BOARD ATTACHED TO 0) Bd NAILS KID TRUSS TRUSS W/ A 10d NAILS, YO.C. CONTINUOUS STRUCTURALSHEATHNIG CENTER MAX SPACING NAL PER TYPICAL SHEATHING DETAIL CONTINUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHING DETAL FRAMING PER PLAN MONG PER PLAN STRl1CTURALSHEATHNG, DETAILATTRUSSHEa>9114' SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOODTRUSSES AT 2CO.C. MAX TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH DINGS) CONTINUOUS STRUCTURAL SHEATHING NAIL PER TYPICALSHEATHNG DETAIL DETAIL ATTYPICAL TRUSS w/ HEEL < 9114' TRUSSATTACHMENT: ALLTRUSS ENDS ARETO BE SEMB TO THE WALL BELOW USING ONE OF THE BELOW METHODS. ONE R111LORU MUST BE USED FOROONTNUOUS LOAD PATH: a NSTALLTYPDIILTRUSSANCHORTHROUGHEaOIIiIORSHEATHNG. EXT. WATHN IS CONTINUOUSANDRI.TPASFER 0011108 WEAR& UFO. b. NSTALLTYPICALTRMSSCONNWITIRFF@MTRUSSTOTOPPLATE ONNSIDEOFTHEWALLw/H25A@EVERVOT}ERSTUOTOTOPPLATE EXT. SHEKW IS OON WUS AND WILL TRANSFER COMMNED SHEAR & UP0. c. NSTALL ANCHOR AS GILLED FOR ON THE PLANS. TWET STRAPS ARE TO BE INSTALLED ON THE INSIDE OF THEWALL ANY STRAPS FROM THE STUDS TO THE UNDERLYING STRUCTURE WILL BE CALLED FOR ON THE PLANS. d. NSTALLTYPICAL TRUSS SCREWS FROM TRW TOTOP PLATE EXT SHEATHING LS CONTINUOUS ANDVALLTRANSFER COMBINED SHEAR & UPI.Ff. ROOF TRUSS ON FRAMING R02Scale: WM-010 1 /2"=1'-0" -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 4 BAYS BACK FROM GABLE TRUSS. -WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 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. (2) SIMPSON A23 w/ (8) 10d x 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" Q.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" STRUCTURAL SHEATHING ('� M I I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2%2" PL. SEE PLAN FOR ATTACHMENT v u WASHERS AND 7" EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN, FOR RAKED BEAM AT VAULTED TRUSS w/ 12d's AT 4" O CONDITION, SEE PLAN AND DETAIL. CONT. 2x4 \ 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAL, w/ 10d GUN @ TOP STRUCTURAL NAILS @ 8" D.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAL. BRACE SPLICE SHOWN FIELD NAILING` PER PLAN \ 2x4 BLOCKING AT 48' O.C. - 3 TRUSS BAYS FRAMING 24 NAILED 0 BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 GABLE END TRUSS BRACING DETAIL 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 O.C. MAX. ROOF TRUSS AT 24" CONT. 2x6 w/ (2) 12d NAILS CMU WALL Q (4) 1/4" 0 c 2-1/4" MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 E 9:1CONDTIONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. CD `�' 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS, °° IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS STRAP REPAIR R 13 '� (TYPICAL CMU WALL CONNECTION) O rZ STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d @ EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d @ EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS — OR — PER PLAN 2x4 BETWEEN EA, OUTLOOKER w/(2) 10d TOENAILS EDIMENT BLOCKING GABLE -VALLEY SET TRUSSES AT 24" O.C. -ROOF SHEATHING PER PLAN -MIN. 9" LONG 20 GA. FLAT STRAP w/ (8) 10d -SHEATHING PER PLAN. -OR- 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. RWW-020 (,,,,�VALLEY SET OVER FRAME or=10% HNSEWIDTH —� 3 X RNGE X �g GABLE END :7—Et BOSTON HIP �X�3 -(' =10% HOUSE WIDTH X X GABLE m T =10% HOUSE WIDTH ROOF SHEATHING NAILS ROOF FASTENING ZONES Od RING SHANK 0.11rX20 1 2 3 SHINGLE: 7A V SPAN RATED SHEATHING OFFSET DIMENSION 10% HOUSE WIDTH x or TILE: 15/32'SPANRATED SHEATHING PANEL EDGES @ SUPPORTS (1) 6'O.C. Prot 4'0.0. METAL-1V/ZSPANRATEDSHEATHING PANEL FIELD (1) 6'O.C. 6'O,C. 6'O.C. NOTES. ''DESIGNED WITH ENGINEERING 1. LONG SIDE OF SHEATHING TO BE PERPENDIWLARTOTRUSSES OR RAFIEP&TYPICAL RATIONAL THAT MEETSASCE7-16 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUALTO 10% OFTOTAL HOUSE WIDTH, DIMENSION -('OFFSET FROM ROOF EDGE. 30' WIDE HOUSE = T ZONE, 40WIDE HOUSE = 4' ZONE, 50'WIDE HOUSE = V ZONE, 6V WIDE HOUSE = 6'ZONE ROOF SHEATHING ATTACHMENT DIAGRAM R 11 Scale: 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 CIF LENGTH IS LESS THAN 4'-0" USE 20 "L" BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 1" BACKS. NAIL 'L" BACKS w/12d @ 12'0.C.(NOTCHED @ TOP w/2-12d TOENAILS "L" BACK -EXTEND 6' PAST LOWER ROOF SHEATHING SHEATHING PER PLAN' {� C PRTIAL GABLE END TRUSS DETAIL R09""APARTIAL GABLE SHEATHING PER PLAN. GABLE TRUSS PER PLAN 2x4 BLOCKING AT 2' O.C, w/ (2) 12d TOE EACH END TO TRUSS RAIL 4G SEE PLAN ACHMENT INEERED AT 24" O.C. ` SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4' MAX. GAP FROM TOP OF VALLEY SET TRUSSES VALLEY SET TRUSSES 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING AT 24" O.C. AT 24" O.C. FOR VERT. REINF, ROOF SHEATHING ROOF SHEATHING PER PLAN PER PLAN WALL BRACING AT NON -BEARING EXTERIOR WALL R07 N.0 SHEATHING PER SHEATHING PER PLAN. PLAN. -OR- --------------------- 2x4 PURLIN @ EA VALLEY STRUCTURAL (1) SDWC15600 TRUSS SCREW TRUSS. NAIL TO COMMON SHEATHING PER PLAN TO EVERY TRUSS BELOW TRUSS w/(3) 16d GUN NAILS PRE ENGINEERED BOTTOM CORD OF VALLEY TRUSSES AT 24" O.C. TRUSS NAILED TO PURLIN n TRUSS ANCHOR w/ 10d GUN NAIL @ 8" O.C. I I F PER PLAN STRUCTURAL SHEATHING PER PLAN 2x4 OUTLOOKER FRAMING AT 24" O.C. OVER DROPPED GABLE END TRUSS. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS. CONT. 20 w/ (2) 12d NAILS SIMPSON H10A w/(16)8d NAILS MIN. — STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2-0" O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLAN 7 FASCIA SEE ARCH. DRAWINGS cMu 1A1r%^P1 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TD BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. ID 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 20 111 BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW), 2x SHTG. 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 BLOCKING "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 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 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 STRUCTURAL SHEATHNG PER SHEDULE WIEDGE NAILING PER DETAIL (41 Od NAILS @EA OLTfAIGCfR ! 2X4OUTRK#RS 2XBLOCI INGBETWEEN TRUSSES, TOENAIL @EA. END CONT. 2xFASCIA W/(2)16d NAILS AT EACH OUTLOOKER nIT(MM CONCRETE RAKE BEAM w1(2)#5 @TOP A BOTTOM FILL CELLS ACCORDING TO DETAIL CALLOUT ON STRUCTURAL DRAWINGS 2x4 PT. LEDGER ATTACHED TO WALL w/1/4V-3/4' TAPCONS @ 24' o c. ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48 D.C. @ APPROX. 45—DEG ANGLE. GABLE END DETAIL @ CONCRETE RAKE BEAM R33 Seale: SPLICE DETAIL FOR DIAGONAL 4 'IT" LAP WITH LAP 1/2"=1'-0" RV! 30 NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN R09B pl�DUTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE BOSTON HIP ROOF TRUSS PER MANUFACTURER 2x6 LEDGER TO FRAME 02) 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 12 —IPER PLAN 2x4 FIELD FRAMED RAFTER 0 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 2x4 LEDGER TO FASCIA CUT FRAME: PER SPECS w/ (2) w/ 1/4" x 3" WOOD SCREW @ 16" D.C. SUSPENDED RAFTER Scale: 1 /2"=1'-0" O Q) co C? � M O 0 00 A� � N a� V c� O ;NIIIIII ~ to w 0 �: b�o "0 rq Cck4 M *§ 41 N I *PulteGroup- C o N z s 40 •!■� V o c� 0 �i O ce) L\ � 00 - 0 p a � O � a H C W o � w 0 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL PtAte . ``,,YIIllllr� 00o Fieldstone �' .��`�,�p'"' •. PLAN NAME , Whitestone C.O.A#ARCHITECTURE: _ 6002802 C.O.A.# ENGINEERING: 0• = 29349 _ - NPC CHILD NUMBER 2117 5O1 0 BENJAMIN NIESE, PE P. E.# 86025 ❑ IAN MCCULLOUGH, PE STATE P.E.# 80956 �� le. 1pp.?tip: SHEET � 08/26/2021 StONAL 0 S4,1 i DATE SIGNED �/1/III I1100 0 a 0 NOTE: SHEATHING PROVIDE BLOCKING EDGES. AT ALL Io 0.. o0 NAIL 12" IN 0 SPACING AT FIELD 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 SINGLE NAIL EDGE SPACING 1/2" 1/2 S 1/2„� DOUBLE NAIL EDGE SPACIN( 12x4 BLOCKING 1!�� STUD SPACING PER PLA NAILING STRUCTURAL SHEATHING PER PLAN SHEATHING SPLICE —SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL TOP PLATE CONNECTOR: (2) SDWC156DO SCREWS @ EA STUD 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 -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 LOAD BEARING WALL w/UPLIFT 8" K.O. BLOCK w/ #5 BAR GROUTED SOLID #5 BAR w/ A.C.I. STANDARD HOOK AT TOP, LAP PER GENERAL NOTES POURED CELL w/ (1) #5 BAR CONT. FROM BEAM TO FOOTING 8" CMU WALL LAID IN RUNNING BOND W21 STEP DOWN TIE BEAM UL 0 E DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUC 2x P.T. PLATE SECURED TO SLAB w/ 3" POWDER ACTUI FASTENERS OR TAPCONS @ O.C. OR (2) ROWS 12d GUN NAILS @ 12" O.C. EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED F7/15" MIN 8d 3" O.C. 3" O.C. 12" O.C. ALL SHEATHING EDGES W02 GABLE END SHEATHING DETAIL jim STUDS AT 16" O.C. *ING PER PLAN 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. 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 WINDOWS AND DOORS AND AT ENTRIES WITHOUT BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN BARREL FRAMING IS USED. (2) SDWC15600 0 TOP OF JACK STUDS, U.N.O. DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. 'ROVIDE 48" LAP SPLICE w/ (3) 10d ;OMMON NAILS AT ENDS. NAIL PLATES ;ONT. w/ 10d COMMONS AT 15" O,C. - (6) 10d NAILS KING STUD TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA18 CENTER ON HEADER. ;HEATHING PER PLAN — ".x STUDS AT 16" O.C. 3)SDWC15450 0 BOTTOM IF JACK STUDS, U.N.O. NAILING PER PLAN - UPLIFT NAILING PER PLAN CRIPPLES AS REQ'D HEADER PER PLAN, (2) PLY MIN. ADD110NAL JACK STUD AND CONNECTORS REQUIREMENTS PER PLAN. FASTEN WALL SHEATHING AT 3" D.C. ALL AROUND OPENING FT __1 T- IT II II II II II II II II II II II _L1_JL NOTE: TYPICAL FOR EXTERIOR BEARING WALLS FRAMING TO BE 20 U.N.O. ON PLANS ,AA,nr TYPICAL FRAMED BEARING WALL Vvvv JILTS 0"-16" MAX. GAP 20 FILL w/ 2" MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. REFER TO FOUNDATION 1x P.T. SHIM \ PLAN FOR FOOTING SIZE AND LOCATION NOTES: ALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. LOAD BEARING WALL w/o UPLIFT W11 Kra 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. #5 REBAR w/ A.C.I. 8" KNOCK OUT BLOCK ARCH FRAMING DETAIL STANDARD HOOK AT y w/ #5 BAR GROUTED W 1 3 TOP. LAP PER SOLID GENERAL NOTES #5 VERTICAL BAR IN GROUTED CELL BOND BEAM TOP COURSE LINTEL DYER OPENING 8" CMU WALL LAID IN RUNNING BOND W21A)STEPPED BOND BEAM OVER LINTEL REBAR, CONT. IN ID BEAM D BEAM PER PLAN REBAR VERTICAL PED 25" MIN, U.N.O. REBAR VERTICAL IN ID FILLED CELLS, PLAN). REBAR VERTICAL PIED 25" MIN. U.N.D. CLEAN OUT AT ALL ED CELLS. FOUNDATION PLAN DETAILS FOR FOOTING 1FORCING, I LMF I IF1\. 1L) 1 TYPICAL FILLED CELL DETAIL W 9 ILIL ROOF SHEATHING PER PLAN TRUSSES PER PLAN (2) SDWC15600 PLATE TO TRUSS, U.N.D. DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES CONT, w/ 10d COMMONS AT 16" O.C. - (6) 10d NAILS KING STUD TO HEADER (MIN. 3 EA. PLY) (1) SIMPSON LSTA24 w/ (18) 10d NAILS U,N,O - CENTER ON BOTTOM HEADER CONNECT WALLS PER W10 DETAIL - 2x STUDS AT 16" O.C. TRUSS BOTTOM CHORD PER MANUF. 0 24" O.C. (2) SDWC15600 TOP PLATES TO EA HEADER PLY ADJACENT TO EA TRUSS, UNO HEADER PER PLAN, (2) PLY MIN. ADDITIONAL JACK STUD AND CONNECTORS REQUIREMENTS PER PLAN. FT -1 T- IT II (3) SDWC15450 0 BOTTOM I I I I OF KING/JACK, U.N.O. I I I I II II II it II II ------ NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING. FRAMING TO BE 20 U.N.O. ON PLANS. IF CRIPPLE STUDS ABOVE HEADER, CONNECT CRIPPLES TO TOP PLATES & HEADER w/ (1) H2.5A. TOP PLATE TO — STUD CONNECTOR TYP. EA STUD (STRAP PER PLAN), BOTTOM PLATE TO -- STUD CONNECTOR TYP. EA STUD (STRAP PER PLAN). 0 0 s 0 NOTE: SHEATHING PROVIDE BLOCKING EDGES, AT ALL 0 o STAPLE AT 3" SPACING O.C. IN FIELD o LOFT WALL SHEATHING SHEATHING STAPLE VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 15x16" CROWN ALL THERMO-PLY RED x 1-3/4" LEG " 3 O.C, 3" O.C, 3" O.C. EDGES NOTE: ATTACH 1/2" GYPSUM WALL BOARD TO STUDS w/ 16 TYPE W OR S SCREWS 1-1/4" LONG OR 5d COOLER NAILS w/ 16" EDGE NAIL SPACING AND 16" FIELD SPACING. /8" SINGLE STAPLE EDGE SPACING 1/2" 1/2 S DOUBLE STAPLE EDGE SPACING --2x4 BLOCKING STAPLE SHEATHING SPLICE -SAME THICKNESS AND STUDrSPACIERPLAN STRUCTURAL SHEATHING PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING 01R ,rED THERMO—PLY SHEATHING DETAIL BOX HDR. TO BE HELD FLUSH WITH LINTEL PER PLAN - BOTTOM OF LINTEL - FIELD FRAME HEIGHT MAY VARY ABOVE AS NECESSARY FROM DRAWING 2X12 BOX HDR. W/2x8'S TOP 8C BOT. FASTEN w/10d X 3" NAILS @ 6" O.C. 2x8 TO 2x12 PT 2x12 AT WALL TO BE FASTENED TO PRECAST w/ (2) ROWS STAGGERED OF 1 /4" x 4" TAPCONS @ 16" O.C. MAX. S.G.D PER PLAN, INSTALL PER MAN. SPECS. Cob"()Fieldstone .��G�,�a�p ""• w POCKET S.G.D. DETAIL C.O.A#ARCHITECTURE: W 3 2 Lu AA26002802 C.O.A.# ENGINEERING: �• 29349 BENJAMIN NIESE, PE .0 P.E.# 86025 ❑ IAN MCCULLOUGH, PE TATE OF P.E.# 80956 -_ j� �t • • • • (� ��*� 08/26/2021 DATE SIGNED CL a CL *PulteGiroup- RODUCT MANAGER RELEASE DATE: XX XX XXXX WV4 I DATEAESCRPTION PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte 1PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4,2 I I ..,n _. 't a—_..�-�:. IA:KL.I YdY=- YI+ i1111:J lal tl' �,�:li .il lay'. i'.�II �I',,.I Mali 3 0 0 0 0 3 0 WOOD BUCKATTACHMENT: 1x CUSTOM P.T. BUCK TO MASONRY MATCH FRAME WIDTH, ATTACH wl TNAL.S @ 4FROM ENDS AND I?D.C. REMAINDER. ATTACH WINDOW THRU BUCK KM MASONRY PER FLORIDA PRODUCT APPROVAL ALTERNATE 2x OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS < 21W z 1/41 x? TAPCANS Q 4' WIN ENDS AND I? O.C. REMAINDER w/ 11140 EMBEDMENT TYPICAL WINDOW ATTACHMENT DETAIL N . T. S. NET. FINISH 1x WOOD 2xP.T. BUCK ATTACH DOOR PER FLORDAPRODUCT APPROVAL BRICK MOLD FINISH PER ELEVATION WGM —140 WOOD BUCKATTACHMENP 2x OR GREATER BUCK TO MASONRY BULT4JPTHICKNESS <211C=1I4'00 TAPCONS Q 4FROM ENDS AND 1? O.C. REMAINDER WI 1114'EMBEDMENT ALTERNATE 1x CUSTOM PT BUCKTO MASONRY MATCH FRAME WIDTH, ATTACH wl T NAILS Q 4' FROM ENDS AND 1? O.C. REMAINDER. ATTACH DOOR THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL TYPICAL DOOR ATTACHMENT DETAIL N.T.S. WGM-150 Tyk GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERSSPECIFICATIONS.- 2X6 WOOD BUCK ANCHORED TO CMU wl It? xS'VBOLTS OR5RrxIFSIMPSON TTTEN HDS w17WASHERS AT24aO.Q & FRAME TO BUCK TO WITHINS'OF TOP ANDBOTTOM, OR (4 MASONRY ROWS OF VV x? MASONRY SCREWS @ 1? O.C. STAGGER ROWS fi FROM EACH END r � t•��� 1. � 1/2' x2 IN HIT! SLEEVE MOOR OR EQUAL MN. I It? EMBED INTO MASONRY (I) PER BRACKET FRAMETOMASONRY TYPIr.AI (-.ARA(-.P nr)r)P ATTD('_I4RAPKIT N.T.S. STUD COLUMNS PER PLAN SIDS SCREW 916' O.C. — STAaRED EACH SIDE OF POST (RESULTING IN 8" O.C. OVERALL SPACING) UD COLUMNS PER PLAN 4-PLY: N" x 5' SDS SCREWS 5-PLY; Y4' x 6" SDS SCREWS 6-PLY: K x 8' SDS SCREWS 7-PLY: r x 8' SDS SCREWS CS16 OR EWIV. (TOP, MIDDLE AND BOTTOM) Id NAILS 9 8' O.C. PLY) PRIMARY METHOD \cTiin pery nPTAII (2) 10d NAILS 9 B" O.C. (EACH PLY) ALTERNATE METHOD FOR (4) PLY OR MORE STUD COLUMNS WGM-160 12 PER ELEV. INTERIOR STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. NSULATKIN AS PER SPEC. PFRNGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR DWGS ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS FASCIA PER COMMUNITY SPEC. SOFFIT PER MANUFACTURER'S INSTALLATION WSTRIMNS BOND BEAM PER PLAN SEE STRUCT. FOR ALL RENF. REQ. EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS T-VFIN. FL FNTSHED GRADE �. MONOLITHIC FND, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH, & REIINF. REQ. ATYPICAL 1 STORY WALL SECTION sC010: N TS 12 1PER \\\�I ELEV. STRMRALSHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. NSULATION AS PER SPEC. PRE ENGI VEERED ROOF TRUSSES. REFER TO TRUSS MFeR DWG ASPTW.T ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS k REFER TO PLAN 110'11009110�071: fffi COMMUNITY SPEC. SOFFIT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS BOND BEAM PERM PRECAST LINTEL PER PLAN OPENING WI MECAST SILL PER PLAN SEE STRUCT. FOR / ALL REINF.REQ. EXTERIOR INTERIOR SEE STRUCT. DETAILS FOR VARIATIONS 6-VFML FL �: FWSFED GRADE ° MONOLITHIC END,SEE STRUCTURAL DETAILS FOR WD1H, DEPTH & REINF. F% ATYPICAL 1 STORY WALL SECTION 5�ae: NTS CMU WALLPER PLAN ATTACHAW.T. TO CMUwl (%E0. SPACED S11('xS 114' CONCRETE SCREWS w/ WASHER HEAD. Ir MAX FROM TOP AND BOTTOM. ALTERNATE: ATTACH A 2x P.T. TO CMU w10)1/?A.B. w1 r EMBEDMENT, SPACED AS SHOWN w/2X2 PLATE Wk%M. BOLT INTERIOR WALLS TO CMU ONLY WHERE FWI DETAIL IS CALLED OUT ON PLANS. FLED CELL PER PLAN .3 92 s r %4AXIMUM LOAD (PAL ) A�1���� .LEA i'1°£�6 A T't�' S E � �. iYP E 6 � �€ �E 6 E -fit � 6 �. TY 1 E " TY 1~�'E 4 TfE � 8 TY 2 � � TYr B L€NTELLENG H OEENINS°a OPENING UNTEL ,, ,....'; � .� 1k 3719 32aD 5163 66D7 &054 A 9502 2' 111' 116. 2231 Ngoe 3069 3719 3280 516.E 6607 9054 9w2 2561 2751 32SO 3620 48SO 5961 7034 8-107 ' 2' "" 17 33 1 2.2 i 2. 32. 2931 3756 45576 5 6224 �a�_y ^y ^g g^� W 1439 17"16: 1 ?� 2560 3132 3696 424�3 4. ., 4 1217L349 1349 h "a 1439 1716 I99S 2560 3132 36a6 4649 5'' r ae 1006 x=: 11I� 1173 1 1631 2 Q 254 3 347r3 5' 1 r 4' 6' 816D 1.232 2177 3739 3490 3031 3707 4393 �1 6' 6'k -y S' 2- �g 71 \ f Y 1% igL 1. 1729 2105 2632 2205 219 3191 � 5 716. 621. 570 4 f z U60 151E 1626s 256 34 6 26.1.E 3302 .4 -roll 3YAr... �, as ZY. . l'�.�c" ,✓A. 9r �:'. 11 N/A 1625 1 2564 3486 261.E 33132 94` 6F. " 416699 b✓ .r. 535 3 N/A 1247 2 3 77 272163 2536 1196, 2 3 s, r µp y�al 567 M N/A 1366 1846 2423 3127 4006 11' 41 10 a," 31.5 ;tea a 525 873t N/A 1254 16a4 2193 2805 3552 101 10 91 471 755 N/A 1075 1426 1838 23.16 28a3 277 471. 755 /A 107.5 1428 1 1832316 235 13' 4's 12` s " 25-5 77,i t 424 7106 N/A 1402 1326 1597 2127 2278 ELM N/A N/A — N/A NA N/A NA 14" 63 13' " N/A fw N/A N/A N/A N/A N/A N/A NdA N A 154 14 cy° N/A; NSA N/A p� N/A N'A N/AN/A N,/A. N/A 17' 4 16 a, N/A 71, \ �} N/A N/A N/A N/A N/A N/A N/A N/A 1 1 ti" N A -291 N/A N/A, N/A N/A N/A N/A N/A N/A 9 sa 87 j JW N/A N/A' N/A N,/ A N/A N/A N/ �A N/A '$ yy��ii rK' V" �p'^� 22' sx R g�,y °�'� NIA *PR*PRESTRESSED "6" ` 1/2" RE E:SS L1-LINTELS Type A=Urtfillednos ebarxType6=Contin ousGrout,SteelperPlan in Bond Beam Only, Type C=E tiny sGrout,Steelper planinBond am& Untel DOUBLE TOP PLATE P.T. BOTTOM PLATE FRAMED BRG. WALL TO MASONRY WALL Scale:2"=1'-0" WGG-040 a m �Ihlll IIII ��II II � �II�I N II I I I � x IIIII �p �II�I III�II I II IIII � �I II14�1� 1�1� r• � I x � ; yy y mmm� =111110 Ii'i�ll. B � Ir. li x i I 1 ar ® I IIII h III ■ y.� .1 A � la a w ,t,t{11111�, 00o Fieldstone p'M!" C.O.A# ARCHITECTURE: AA26002802 $ C.O.A.# ENGINEERING: 29349 BENJAMIN NIESE, PE .0 P.E.# 86025 seF ❑ IAN MCCULLOUGH, PE �/� E OF P.E.#80956�COFtI 08/26/2021 INA�. G DATE SIGNED //tt11[lilt xN c OG O iH cx�, >rn �rN Q� U di M 'TS o b4 CJ� r- I M N 1� PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfly____] SPECIFICATION LEVEL Pile PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.2.1 STRUCTURAL SHEATHING. - REFER TO STRUCTURAL SHEET FOR NAILING & OTHER REQ. PER W32 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 TOP OF WALL (REFER TO ELEV.) FASCIA PER COMMUNITY SPEC SOFFIT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS REFER TO 2ND FLOOR JOINT DETAIL RIM BD, OR TRUSS PER STRUCT. F OF FLOOR FER TO ELEV) TO ELEV.) BOND BEAM PER PLAN EXTERIOR SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS SEE STRUCT. DETAILS FOR VARIATIONS OdL a'-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 OIL al —a" 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' TAPCONS TO SLAB 0'-0" TVDIP'AI CTAID nCTAII e (2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' O.C. STAGGERED 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS 0 6' O.C. STAGGERED STRINGERS TOE NAILED TO 2X LEDGER W/ (4) 10d NAILS. (2)2X8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6" O.C. STAGGERED 2X LEDGER ATTACHED TD (2)2X8 HEADER - W/ 10d NAILS ® 6" O.C. STAGGERED STRINGERS TOE NAILED TD 2X LEDGER W/ (4) 10d NAILS- CLG. JOIST 0 16' O.C. CLG. JOIST 0 16' O.C. SECOND FLOOR ELEV. PER PLANS ELEV, PER PLANS STAIR LANDING ELEV. & SIZE PER ARCH. PLANS 2x6 LEDGER SUPPORTED BY ONE OF THE FOLLOWING STRUCTURAL SUPPORTS: 0. KNEE WALL BELOW (JUST HANGERS NOT REQUIRED) h. (3) 16d NAILS INTO EACH STUD (16' O-C- MAX) c. (2) Y' x 2 Y CONCRETE SCREW 012' O.C. TO MASONRY (2) 2x8 HEADER. SUPPORT WITH KNEE —WALL OR (8) 16d NAILS INTO STUD 0 WALL_ 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS 0 6" O-C- STAGGERED —SECURE 2x6 FLOOR JOISTS 0 16' O.C. TO HEADER w/LUS26 JOIST HANGERS w/(4) IOd TO JOIST & (6) 1Od TO LEDGER iASPABLE L1/2' MI 4NDRAIL; 1 '4" MIN TO -1/2' MAX ANETER HANG AL BRACKETS TO BE CONNECTED TO FRAMING PER MANUF. RECOMMENDATIONS I I/2' MIN �cF 'FS RETURN HANDRAIL INTO 1X BACKER BD. GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD FLAN SHALL NOT BE GREATER THAN 3/8". — GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST RISER SHALL NOT BE GREATER THAN 3/8". 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 0 16'O.C. 23/32" FLOOR SHEATHING NAILED w/8d NAILS 6" O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) 2x BLOCKING 4'-O' 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" STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT DIAG. REQ. 0 BLOCKING. NAIL w/ (2) 10d NAILS 0 E.E. FIELD FRAME 24 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 CONTINQUS BAR GROUT SOLID 8' CMU WALL OR POURED GONG. WALL, SEE PLAN FOR VERT REINF. LOOR TRUSS/JOIST TO MASONRY WALL STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED @ EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING TAIL SHEATHING TO BOTTOM 'LATE AND BEAM OR >IRDER WTH HORIZONTAL IAILING PER DETAILS D AM VI\ I LVVh IIIVJJ GIRDER LV r�2-STORY CONNECTION @ BEAM 1 2x STUDS @ 16" FLOOR SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED 0 EVERY STUD TO TRUSS OR BEAM IN UEU OF CONTINUOUS SHEATHING NAIL SHEATHING TO BOTTOM TRUSS / JOIST PER PLAN PLATE AND BEAM OR GIRDER NTH HORIZONTAL SHEATHING PER PLAN NAILING PER DETAILS TRUSS/JOIST CONNECTION BEAM OR FLOOR TRUSS TO BEAM PER MANUF. GIRDER 2-STORY CONNECTION BEAM FL9 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/2-16d NAILS 0 EA. JOIST - 23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' O.C. 0 EDGES & 12" O.C. FIELD NAILING (MIN) TRUSS PER PLAN SHEATHING PER PLAN - ` META16 ANCHOR 0 EA TRUSS OR 0 24" O.C. TO STRUCTURAL RIM IF JOISTS ARE USED STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECT OIN, SEE PLAN FOR ATTACHMENT NAIUNG PER DETAILS (4) 16d NAILS RIBBON TO EA. TRUSS Bd 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. LOOK TRUSS/JOIST w/LET-IN ON MASONRY WALL �,,,,{III►<<, ono Fieldstone C.O.A# ARCHITECTURE: ,� v AA26002802 ,. C.O.A.# ENGINEERING: 0• 29349 ■ BENJAMIN NIESE, PE P.E.# 86025 5 ❑ IAN MCCULLOUGH, PE I' STATE OF P.E.# 80956 ��� ' •, BYO `��� 08/26/2021 NA'L DATE SIGNED '��1 O / i —I 00 O 0 VJ O 1Li Am Q1 W W V � r-' r i-! cd ,?lirNJ 0 ~ w b� .O N as PRODUCT MANAGER RELEASE DATE: XX XX XXXX PE D,TUDESCRPTION PROJECT TYPE I Sinele Family SPECIFICATION LEVEL PWte PLAN NAME Whitestone NPC CHILD NE UMBER SHEET S4*3 z�aq S \�""�,,� 3 b �z3 �� o��