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HomeMy WebLinkAbout36863 Highland Meadows Ct�► APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE o o ,_ " 40 0 64 -8 N � c� - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: LOT SPECIFIC AREA TABLE Sheet Number Sheet Title -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL Description TOTAL G0.01 Cover Sheet o -2017 NATIONAL ELECTRIC CODE SPACE G0.02 General Notes .CONDITIONED A1.1 1 1 st Floor Plan oc� -BUILDING TYPE: VB 71 4 CMU-1ST FLOOR BASE PLAN 1651 SF Al .21 2nd Floor Plan00 - CMU-2ND FLOOR BASE PLAN 1243 SF A2.01 Front Elevation & Details 2894 SF A2.02 Side & Rear Elevations & Roof Plan L SPACE E1 .1 1 1 st Floor Electrical Plan a� :NON -CONDITIONED E1 1 st Floor Electrical Options v CMU-COVERED LANAI 260 SF .12 CMU-FRONT PORCH ELEV CO2 100 SF E1.21 2nd Floor Electrical Plan E1 .22 2nd Floor Electrical Options U d CMU-GARAGE 2 CAR 416 SF 776 SF P1 .1 1 1 st Floor Plumbing Plan cn F pulte, P1.21 2nd Floor Plumbing Plan v -al 3670 SF S0.1 Cover Sheet i S1 .0 Foundation Details w S1.1 S2.1 Foundation Plan Wall Base Plan . S2.2 2nd Floor Wall Plan S3.1 Framing Plan Framing Plan High Roof co .o S3.2 S4.1 Roof Details N *Pultc,`.�­.. 0 � o o � w OHO � N O o o � a Cis a� 00 1110 PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Single Fan it SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET 11 - 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 - %" 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 - ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR 5 °{ :- SHALL BE ISSUED TO THE BUILDING DEPARTMENT - SOIL TREATMENTtPulte, 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 AREA IS GREATER OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER :;.: TREATMENT THAN 30 SF 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 0 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"00" 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 GUARDS AND WINDOW FALL PROTECTION o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS — � GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — GUARDS SHALL BE MIN. 36" CEILING WITHOUT HABITABLE ROOMS ABOVE ■ 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 6'-8" OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 %" LONG, 11 GAGE NAILS HAVING — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 —MAX. RISE 7-3/4" A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR 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 — HANDRAILS MIN. 20" D o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), o 34"-38" ABOVE SLOPE PLANE 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 THAN FOUR RISERS 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 1 iA"-2" GRIP SIZE OR GRASPABLE FINGER RECESS 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 0 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 ■ 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. • WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM • 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 • 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 •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 underlayment meeting the performance requirements specified, is required to be applied over KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, 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 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 underloyment 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 underloyment 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 WET AREAS FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o o Floshings 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 WOOD — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 INSULATION �` O C1 r� v M M .o 4r Q "'I)� v� v� U� o c� b 16-4 r� cz N � It% 1te ,, r io11 pr O O Cn O M � w 00 N O � > Cn F—+ c Z W 12 o op `J PRODUCT MANAGER RELEASE DATE: XX XX XXXX A-_ PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET GO.02 LEGEND 00 40'-0• MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN ELEV. Olt OiL ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4F- DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2' U.N.O. Co 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. o = �; o -2x4 WALLS ARE DRAWN 3 1/2' THICK a' -2x6 WALLS ARE DRAWN 5 1/2' THICK -1 n -8' BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING _ FURRING Z� 1 bodu Y;I) T::::� Ilcn I N10 o 0Co O R APPROX. LOC. OF AC PAD. z MOVE AS REQ'D o BY LOCAL CODE. ' 60 W �) 0LL Io I N I � O in 0 1 O � 0 IIt FIRST FLOOR PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) FOYER 7'-2° 32'-10" 26'-0' 2'-0' 22'-O' 2'-0' - - - - SOFFIT - - - - - - - SOFFIT COVERED LANAI a I I 1 ' �z I 1 1 I 13'-0' 13'-0' '_ • 4'-0' 4� 0' ' � (2) 25 SH ---- -- - - - - - - -- R.O. TO BE VERIFIED BY 14'-QN o 25'-11Y�' DOOR MANUFACTURER TRAY CEILING 2°-4" GATHERING ROOM ' CAFE OWNER'S SUITE f2 I I ''' Y UP I FRAME SLOPED I CEILING TO MATCH 10'-2' `� SLOPE OF STAIR 1'_0• � o 5'-11" M 2 6 �� � �� 42" KNEEWALL OPT. OPEN RAIL I I r\X�W (��------ I I I ie W ¢ o I arn�ae�ss I ��" o KNEE WALL � � ' `� �_ • BELOW 6 3 lk" g'_ 4Y2' o X ' �� NER—_— � HANDRAIL �------- 1 II ATH I STOR 1 O I I 1 1R,s } 1 1 I 1 1 KITCHEN 8°-1%i � Uo QSINK,�' SEAT ®20" AF WASHER IS LAUNDRY � C C C C OPT. I � P ;. i ALWAYS ON LEFT WIC 1R1S- ---_-_ 7'-r � 3'—�" ENTRY 1 11 1 1 2/6 �R 1 y , O zR�S PR DRYER PLUMBING DROP 2/8 O� VENT LOCATION o f� co o � Q Pultecn k O � M � w 00 N O 00 O Q� (D � � O w Lr0 ) PRODUCT MANAGER RELEASE DATE: aW N7iMS PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.11 LEGEND 9WIll MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN OIL ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4� 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. -20 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 11'-4" 10A34" 9'-4" 40'-O' TRUSS BR I.U. I►INDOW Y 5'-11 1/2' I N O O ^� I r� cn � I n cV 0 -0 cn NI 11'-11 1/2" M ca I cV Vn N I o� Orn STAIR CALLS. „ o co FLOOR TO FLOOR HT, 10'-8 3/4' 0 0 "' N RISERS 17 Q t� 9/16' TREAD 17 @ 10 Ui � NOSING 1" HANDRAIL 15-0"GRASPABLE 1-1/2" MIN 1 1/2' MIN. M HANDRAIL; 1 RETURN \ O 1/4' MIN TO HANDRAIL `� 1-1/2" MAX INTO1X -' DIAMETER �' PLAN BACKER N M BD. SECTION STAIR DIAGRAM a 1 O" c' TREAD 0 O W v, cn On 31:ycF� 1" NOSING 0 o 0 0 -n N N Q 7 v s N O N M SECOND FLOOR PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) J 1 19'-2° 2'-0" 5-3 1/2" 13'-61/2° 1'-10 1 /2" HANDRAIL 1 1 11 I I 1 1 I 1 1 1 I I I 1 1 I 1 1 1 1 I I I I 1 I 1 I I 1 1 1 I 1 I 1 1 I I I 1 1 I 1 I I 1 1 I I 1 I I 1 I I 1 1 � I 1 1 1 1 I I 1 1 1 I I 1 1 1 I I 1 1 1 I I I 1 I I 1 I 1 I I I 1 1 I I 1 I 1 1 I 1 1 I I 1 1 1 1 1 I I I I I I I I I 1 I 1 I 1 I 1 1 I i 1 1 I I I I 42 KNEEWALL OPT. OPEN RAIL ---°` ° �°� TB 1 • 1 i BEDROOM 2 N F BATH 2 i TR E LOFT N N y\ ft �� FRAME (OPENING ? �'�—-'�IATTICOSCIOTfI.E 6' iR1S 0 1R1S 3'-11' 4'-10" 5'-3° 4'-8 1 2° 1'-5 1/2' ti L j \� BEDROOM 3 4S � WIC 1R1S BEDROOM 4 { I � 2030 FIXED(TEMP) 30 SH* 30 SH* WIC � o G 1R1S — 3050 SH* 3050 SH* 10'-0' 10'-0' 3'-O" 3'-0" 4'-1' 5'-10" 20'-0° 6'-0' MAN C) 4� M co r-+ co 0 VJ O � O � nH ZH � M U� ctt c� O cn � N � tPultel.� 0 O cn O M ` w L� 00 N c ct PL.4 w cn Q can N PRODUCT MANAGER RELEASE PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.21 — _l— _ _ II 11 1'�'_1I' �'I' Y � I 111 „ ill � I 1�►'I I I i I � I oo op rN Is W 0 J d rM 00 s •— Q� O 00 10A 3 4" 8'-0. T.O. WDW 5/4' X T 5-1 /2'X5-1 FOAM BRAID 1 "—R" COLUMN DETAIL SCALE. 1/2' = V-0' 5/4'x4" SMOOTH 1RIM MATERIAL 5/4'x4' SMOOTH TRIM MATERIAL 5/4'x4' SMOOTH TRIM MATERIAL TYP, FRAME HEADER/ SILL DTL. u is CMU HEADER DTL, SCALE: 1/2' = f-0' 4" ff CMU SILL DETAIL SCALE: 1/2' = 1'-0' SCALE 1/2' = V-0' SMOOTH PANEL FSIDING G IKIM MAIM& FRAME FRIEZE BANDING DTL SCALE 1/2' = V-0' C FRONT ELEVATION SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-0" ON 11 x17 PAPER) D 5/44' SMOOTH ZRIM MATERIAL 2'B&B 016'O.C. GABLE DETAIL SCALE: 1/2' = 1'-0' BRACKET DETAIL SCALE: 1' = 1'-0' a 2 c.o 0 U O l'J � ri v °O O O � O go �i A� iH M N v CC; M c� • •O � �bb w N rn tPuttlou", A N a1 �0 M � w � cn 00 � � � tq Q � o Z c cd w � � w � o � 0 0 M ,:1 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2. 01 -ATTIC VENTILATION ZONE 3- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 100 14400 0.333 48.000 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS OF SQ. FT. SQ. IN. LIN. FT. 0 0 0 0.333 48.000 8 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY ROOF PLAN SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = V-0" ON 11 x17 PAPER) -ATTIC VENTILATION ZONE 2- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. Q. IN. SQ. FT. SQ. IN. 1072 154368 3.573 514.560 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS OF SQ. FT. SQ. IN. LIN. FT. 1.429 205.824 2 2.144 308.736 50 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY 00 \O O \ d I� 00 00 I� 00 t` t\ rnrn c d o 00 00 o 00 00 o�00 SIDE ELEVATION SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 11x17 PAPER) _ O M I I 00 7� I 00 t` 00 rn I M s 00 _I O O O -ATTIC VENTILATION ZONE 1- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1255 180720 4.183 602.400 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS OF SQ. FT. SQ. IN. LIN. FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SO. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY COIF M'ff SPEC (+1/2'), TYP. REAR ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = V-0" ON 11x17 PAPER) SIDE ELEVATION SCALE 1 /8" = V-0" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) O 124 v co 41 v J O 00 V A' v� Ur-+ 9 M c� 41 N tPulteGroup- F�1 � � 0 0 J 0 00 -ic v a'o N � � � O U W W .-SI4 cc$ic as � W � � A PRODUCT MANAGER RELEASE PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL Pulte PLAN NAME VVMtestone NPC CHILD NUMBER 2117.501 SHEET A2.02 11 11111111 h' I I I I I II 1 I I I I I II I 1 I I I 111 III I' I Os I � OWNER'S SUITE ` Cm W/< ^> \ CAPPED -Y ` PLATE � I t-"W/ USB i WCI I )WNER' BATH 4� S 6._,�. LIGHT W/ ; I COVERED LANAI V_,o. FIXTURE cP Wr a, LIGHT FIXTURE \ \ x------------- GATHERING ROOM ;g -�A17 I CFP W/ <�', %�' - y CAPPED It LIGHT - PLATE CE I FIXTURE <': �> r-5 I ` 1 L-- — — — — — — — 5-T \ R \ - SB. Imo. ,�I II � �►s o pi R 1- 9 STOR T 1 i cFa II N GFq ff R III�II LAUNDRY _ R NOTE ALWAYS � LOCATE TO RIGHTOF WASHER [.DRYER r--------, ENTI 91 2 CAR C-ARAGE rlaMIE F WU is mm" b b va R FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4' = 1'-O' (NOTE: SCALE 1 /8" = 1'-0' ON 11 x17 PAPER) S-6' R KITCHEN R I S'=r _ _ ___N__ R' I W Ao 2 / PR ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) OCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER 0NP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §22OV STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET $ f f SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT �pc LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT ►- LIGHT FIXTURE - EXTERIOR WALL MOUNT - R- LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF L� LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48' FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS MOKE DETECTOR �EP ELECTRIC PANEL �AFCI PROTECTED) It ELECTRIC METER SC SMOKE/CARBON MONOXIDE COMBO c; DISCONNECT DETECTOR (AFCI PROTECTED) OT THERMOSTAT EMERGENCY LIGHT —E PB PUSH BUTTON TELEVISION OUTLET SWITCH S TELEPHONE OUTLET /O/ GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) ? O GARAGE DOOR 0 WIFI HOTSPOT WO OPENER MEDIA /SWP BOX DATA/TV DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18' AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44' AFF DEDICATED OUTLET FOR WASHER AND DRYER 32' AFF MICROWAVE / RANGE HOOD 78' AFF BUILT-IN MICROWAVE 66' AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER n _0 150 AMP 42 S� CIRCUIT MAIN METER CIRCUIT • BREAKER I I \ FLEX #4 COPPER 2' PVC CONDUIT USB 1/2' PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM ^': PVC 1-1/0 COPPER 1-3/0 ALUMINUM — CFP W/ I I I I I I- II CAPPED I _ I III I M ELECTRICAL RISER DIAGRAM 11 I INSTALL ® 12' AF.F. ON — — COASTAL ELEVATIONS — llkPulte n O N � O M � w z � � 00 ic W N Q U O U U aj w O -1c� O w 00 A NOT TO SCALE PRODUCT MANAGER 4/0 SER CABLE ---- RELEASE 150 AMP DATE: XX XX XXXX O COMBINATION SERVICE 120-240 VOLT WO IDAMUMMM 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO _ 2PELECTRIC METER IN NEMA PANEL uro 3R ENCLOSURE INTERSYSTEM BONDING PROJECT TYPE TERMINAL AT LOW VOLTAGE Single Famfl CONNECTONS L III I III III PUlte T10N LEVEL II I 11I I I PLAN NAME 1#4 SERVICE GROUND VVutestoneI—-NCD TO CONCRETE NPC CHILD NUMBER IENCASED STEEL 12117.501 ELECTRICAL RISER DIAGRAM NOT TO SCALE ---- ALTERNATE SHEET E1.11 0 FV 0 N T 0 K 0 J d 2 CAR GARAGE ------------- " OPT. 48" 1 48 GF COACH LIGHT FIRST FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 1107 PAPER) TO SWITCHED _ GFCI'S ABOVE -- ___ -- IN SOFFIT OPT LIGHT 2'-0" TYP. SPACING METAL STUD, TYP. TYP?' SPACING END NAILS, TYP. —20 WOOD BLOCKING INSIDE METAL L-WOOD BLOCKING STACKED BETWI TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS PLATE, TYP. TOP OF STACKED BLOCKING METAL STUD, TYP. 2x6 WOOD STACKED BETWEEN BLOCKED METAL STUDS, TYP. WOOD BLOCKING INSIDE METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE TEND NAILS, TYP. V. 00 Q C� +I 110V DUPLEX OUTLET LOCA11ON CHASE OUTLET LOCATION 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING SCALE: N.T.S. ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) (oGFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®0W DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT H�> 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 �c LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS OKE DETECTOR �AFO PROTECTED) CEP ELECTRIC PANEL © SMOKE/CARBON L1 ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCi PROTECTED) EMERGENCY LIGHT © THERMOSTAT -ePB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ GARBAGE DISPOSAL (GFCI PROTECTED) �T S DOOR BELL CHIMES fo GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TVDATA MEDIA /SWP BOX 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 14 COPPER L-2" PVC CONDUIT 1/2' PVC 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 O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL LIM 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS -M--F L I I III III ' ' 'I r- I II I I III I I — I I 1I#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O t-I � (u4-5 00 c� o v O �00 i� v a` v� Uc3 • •O V r—' w N � llkPu lteF z hl � Q � ch 'Z O w o L� cn ►--a 00 O � N � u 0 0-4 UP4 H cn oco w '� ►-� as c) -)c O O � x oho � � PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME V Wtestone NPC CHILD NUMBER 2117.501 SHEET E1.1:2] 1 I LOFT ^ a W/ � l > CAPPED i N. SECOND FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) I 11 ELECTRICAL SYMBOLS M STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFq STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER *P/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT H�> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -(>PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT P - LIGHT FIXTURE / VAPOR PROOF Lam" LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS �MOKE DETECTOR CEP ELECTRIC PANEL AFCI PROTECTED) SMOKE/CARBON Et ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) © THERMOSTAT EMERGENCY LIGHT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH T S TELEPHONE OUTLET /O/ GARBAGE DISPOSAL (GFCI PROTECTED) DOOR BELL CHIMES �' GARAGE DOOR 0 WIFI HOTSPOT (�0 OPENER [s MEDIA /SWP BOX DATA/TVDATA 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 J4 COPPER 1— 2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/O COPPER 1-3/0 ALUMINUM -- jil r IIF-El I I ,,�� ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 'I-� II III I I III I�, 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE t'J � r� v °O c*� o o� � i4 0�0 di v a` "'N N vM U c� r� cis Nmo *Pu Ite G O o cv � m L w Z n -1c -� N U O U o � � � � W 0 O w w M Q 'c" �o N PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.21 - - - - - - - - - - - - - d o OPT. IF SWITCH BELOW WP/GFCI------------- ---- IN SOFFIT----------------------------------------- -------- -- SECOND FLOOR ELECTRI SCALE 1 /4' = 1'-O' (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) AL OPTIONS IN SOFFIT ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) ClSTANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) OCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/GFa STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET $ ff SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-P0 LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT - LIGHT FIXTURE - EXTERIOR WALL MOUNT -R - LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE ===== LIGHT FIXTURE - 48' FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO MOKE DETECTOR O EP ELECTRIC PANEL O PROTECTED) SMOKE/CARBON � ELECTRIC METER SMOKE/CARBON MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCi PROTECTED) O THERMOSTAT EMERGENCY LIGHT - e PB PUSH BUTTON TELEVISION OUTLET SWITCH T S TELEPHONE OUTLET /O/ GARBAGE DISPOSAL DOOR BELL CHIMES (GFCl PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT OPENER MEDIA /SWP BOX DATA/TV DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18' AFF STANDARD RECEPTACLES EXTERIOR 18' AFF STANDARD SWITCHES 44' AFF DEDICATED OUTLET FOR WASHER AND DRYER 32' AFF MICROWAVE / RANGE HOOD 78' AFF BUILT-IN MICROWAVE 66, AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER 14 COPPER L-2% PVC CONDUIT 1/2' PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/O COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MILD 200 AMP 2PH ELECTRIC METER IN NEMA PANEL LIM 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS — 111#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE 0 r� c� o O 000 H � v� U K' M • •O � w as N as N L w 0 � N U c N p U � CIO U o � � � � w -1c� :i�. 00 A N PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE /1r 1 T SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.22 On 3 c 0 rn c E 3 0 0 N CL 0 U t N c a 0 CL FIRST FLOOR PLUMBING PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY O C-� co v00 o O � O 00 ;H A� v� cu (I I c� �o u� N � ll&Pulteil,"ri u- O O N � O M � w 00 � N Z O c ai -ic 0 �§ Icn PRODUCT MANAGER PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET pill i ll l I 1111 1 SECOND FLOOR PLUMBING PLAN SCALE 1 /4' = 1'—On (NOTE: SCALE 1 /8" = 1'—On ON 110 PAPER) THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY MOM l'J � 4� °Q c� o 0 o A� U �' M r c� O � N � tPultec"Ifuup- 0 N � O O co � w � N � � U -�--� cla , D cz ,_o�-y. f� �2 A `.o N PRODUCT MANAGER RELEASE DATE: XX XX XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET P1.21 A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 7th EDITION. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE, ETC. 4. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACKCHARGES WILL NOT BE ACCEPTED, 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 6. ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-POSITIVENLO6: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TIC DEAD LOADS 7.0 PSF TILE ROOF TIC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF ROOF LIVE LOADS TIC LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WID WALL 1&0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-16 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE V 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENTT, 2. ALL ALL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8'. CONFORM TO ASTM D 1557. 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. 4. FOOTING BACKALL AND UTIUTY TRENCH BACKALL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. 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. D. CONCRETE: 1. CONCRETE SHALL CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. 2. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK ALL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER l OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS 7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. 9. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, AO 301, ACI 318 & ACI 332, 10. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND 11. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED, a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1'. ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5' SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0' SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.441.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE ) TO 2 N IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL E. MASONRY WALL CONSTRUCTION: 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. 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 ON THE NET AREA (f m = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8' x e x 16', TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR 'M'. 4. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-D' U.N.O. 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. 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. VERIICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK 14 20' 3' 10' #5 25' 3-3/4' 10' #6 34' 4-1/2' 11' 17 42' 5-1/4' 13' N O CV O rM w 0 J d F. 1. 2. 3. 4. 5. 6. 7. REINFORCING STEEL: WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. REBAR LAP SPUCES ARE TO BE: CLASS W. MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8' -3/8' d>=8 in +/- 1/2' -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2' G. WOOD FRAMING: 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. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 2x4 (MIN) SPF OR SP NUMBER 2 OR BETTER 016' O.C. FOR WALLS 9'-5' OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPF OR SP NUMBER 2 OR BETTER 016' O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 2x4 SPF, SP, OR METAL STUDS 0 24' O.C. MAX. 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 2x4 STUD WALL PROVIDE: (1) 20 KING STUD AND (1) 20 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH )' TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8' O.C. FOR EACH, U.NO. 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN UEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. 10. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12' O.C. UNLESS NOTED OTHERWISED. 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 WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOO IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24' O.C. MAX UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16' (INCHES) O.C. MAX OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 8. ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL BE DETERMINED BY THE DELEGATED TRUSS ENGINEER 9. ALL TRUSS -TO -TRUSS CONNECTIONS, BOTH GRAVITY AND UPLIFT, ARE DELEGATED TO THE TRUSS SYSTEM ENGINEER AND CALLED FOR ON THE MANUFACTURER'S LAYOUTS. I. ANCHORAGE: 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2' DIA., EMBEDDED 7'. USE 10' LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3'x3'xO.229' PLATE WASHERS 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON STRONG -BOLT 2' 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE SIMPSON 'TITEN HD' CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET-XP' OR SIMPSON AT-XP' SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIMPSON 'SET-XP'. 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE SIMPSON POWDER -ACTUATED FASTENERS' b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON 'TITEN SCREWS' 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET' 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL. 8. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND 4-EDGE DISTANCE b) 1/2' DIA. SIMPSON `DTEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA SIMPSON 'TITEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2' DIA. F1554 GR. 36 AIR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 10. PLACE ANCHOR BOLTS AT 4' MIN AND 12' MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4' FROM CONCRETE EDGE, AND SPACED AT 24' O.C. MAX 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 13. BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A Y4" 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-r FROM ANY EDGE FOR )' BOLTS AND 3-)' FOR >' AND )4- 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 2e 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 V x 6', OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON 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 (LE 3' NAILS). WHEN GAP IS GREATER THAN 1 1/2', INSTAL. 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 5' AND 1 )r, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL 4.3 FOR BLOC( OVERHANGING THE SLAB BY MORE THAN 1 )', 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'FOR 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)-1/01-1/2' SIDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'J'-SDS3 WITH (12)-1/03'SDS SCREWS, WHERE '#'CORRESPONDS 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 REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2'WIDE AND MUST BE 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) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS 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 OR 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 WITH THESE REQUIREMENTS WILL COMPLY WITH R703 AND R704. ALL VINYL SOFFIT SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND R704. ABBREVIATIONS: A. B. C. C.A. C.B. C.C. C.D. C.E. C.F. C.G. C.H. C.I. D. E. F. G. H. I. K. M. N. 0. P. Q. R. S. T. U. V. W. X. Y. Z. AA. AB. AC. AD, AE. AF. AG. AH. C & C Pressures (psi*Kzt*ps30) (ASD Values) Based on 10psf Area Roof Pressures Wall & Soffit Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 21.2 -38.0 N/A N/A 21.2 -52.5 28.5 -30.7 28.5 -38.0 Zone 2e Zone 3e N/A N/A Zone 3r N/A N/A 21.2 -52.5 Zone 2n N/A I N/A Zone 2r 21.2 1 -52.5 DESIGN PRESSURE CALCS DESIGN PRESSURES SHOWN ARE VALUES. VALUES ARE TO BE IN REQUIRED BY MORE STRINGENT L Components and Cladding Pressures (ps= *ztps30) (ASD aloes) Positive Negative Width Height Effective Pressure Pressure Description Zone I{t LftJ Area LftJ2 tpssf . t rsf 16070 OHGD --- 16 7 112 24.2 -26.9 8070 OHGD --- 8 7 56 25.2 -28.5 6080 SGD 4 6 8 48.0 25.6 -27.9 25SH 4 3 5.25 15.8 27.7 -30.1 25SH 2 4 & 5 6 5.25 31.5 26.5 -28.9 25SH 3 4 9 5.25 47.3 25.7 -28.0 4010 FIXED 5 4 1 4.0 28.5 -23.6 3080 DOOR 4 3 8 24.0 26.9 -29.3 3050S H 4 3 5 15.0 27.8 -30.1 16080 SGD 4 16 8 128.0 24.0 -26.4 26S H (2) 4 5 6 6 36.0 26.3 -28.6 2030 FIXED 4 2 3 6.0 28.5 -30.7 (2) 2050 S H& 3050 SHI 4& 5 7 1 5 1 35.0 1 26.E 1 -30.5 PLYWD = PLYWOOD OSB = ORIENTED STRAND BOARD NAILING: 8d = COMMON NAIL 10d = COMMON NAIL 12d = COMMON NAIL 16d = 0.135' x 3 1/2' GUN NAIL EN = EDGE NAILING FN =HELD NAIUNG SN = SIDE NAILING BN = BOUNDARY NAILING BF = BOUNDARY FASTENING AB = ANCHOR BOLT CMU= CONCRETE MASONRY UNIT CONIC = CONCRETE DIA = DIAMETER DTL = DETAIL FND = FOUNDATION MAX = MAXIMUM MIN = MINIMUM O.C. = ON CENTER SP = SOUTHERN PINE SPF = SPRUCE PINE FIR TYP = TYPICAL U.N.O. = UNLESS NOTED OTHERWISE I.L.O. = IN LIEU OF w/ =PATH WD = WOOD EE = EACH END HDR = HEADER J = OPENING JACK STUD K = OPENING KING STUD SIM = SIMILAR AIR = ALL THREADED ROD S.C. = SAW CUTS C.J. = CONTRACTION JOINT DEN = DOUBLE EDGE NAIUNG COL = COLUMN REIN = REINFORCEMENT PLT = PLATE CANT. = CANTILEVER SC = BUILT-UP STUD COLUMN MANUF. = MANUFACTURER AINIMUM ALLOWABLE PEASED AS )CAL REQUIREMENTS C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 BENJAMIN NIESE, PE P.E.# 86025 0 IAN MCCULLOUGH, PE P.E.# 80956 08/04/2021 DATE '`111t11111� �!' 40 •' RIO NAL ►E�C� �� I I I I I I O CD Lc) v 41 O° M O v , O 00 i-1 0 v o� U M as . PEI v :� O t� rw 0 bA N as 111[PulteCiir, PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL I Pulte PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET SO.1 PER ARCH 0'-0" SLOPE PAVERS OR SLAB PER SPEC. CONCRETE FOOTING w/REBAR • AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN Fo3D)MASONRY COL. ON SPREAD FTG. `)SCALE 1/2'=1'-0 3/4' RECESS IN SLAB 10 1/2' FINISH FLOOR Cn 4s w SLOPE 8' OR 12' SQUARE REINF. PER PLAN 8' OR 12" SQUARE REINF. PER PLAN CMU COL PER CMU COL PER OR ROUND C.M.U. w/LAP PER OR ROUND C.M.U. w/LAP PER PLAN PLAN -EV. COL. PER PLAN I COVERSHEET COL PER PLAN COVERSHEET REBAR #5 REBAR ``' I w/25' MIN LAP � w/25" MIN LAP SLOPE I 0'-0" ::.E SLOPE I PAVERS OR SLAB PER SLOPE -0'-0" ' SLOPE —` SPEC. _- mca w�v mc� - owG� JQ z is p0 Ja Z PAVERS PER SPEC. " of CONCRETE FOOTING o CONCRETE FOOTING P CD CONCRETE FOOTING w/REBAR AS NOTED CONCRETE FOOTING w/REBAR AS NOTED '� w/REBAR AS NOTED o z o w/REBAR AS NOTED • " ' ON FOUNDATION PLAN ' '' ' ON FOUNDATION PLAN -*� • — • • + _ _- ON FOUNDATION PLAN REQUIRED) • . + .- ON ON FOUNDATION PLAN (IF REQUIRED) L (IF REWIRED) (IF REQUIRED) PER PLAN PER PLAN PER PLAN PER PLAN -1 I F036 MASONRY COL. ON SPREAD FTG. (Pavers) MASONRY COL. ON SPREAD FTG. (Concrete) F03c MASONRY WALL CORNER ON SPREAD FTG. (Pavers) MASONRY WALL CORNER ON SPREAD FTG. (Concrete) 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4' C.M.U. BLOCK PER ELEV. 25' LAP MIN. (1) 15 REBAR oo^ CD J Q Z m CD v o z SCALE 1/2'=1'-0 a W_ m Q Do -on ' SLOPE CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) 8" C.M.U. WALL FINISH 3/4' RECESS IN SLAB PER ELEVATION FINISH FLOOR— PER PLAN I� SLOPE 8' C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25' LAP MIN. (1) #5 REBAR o� z io uj o Z I � 8" C.M.U. WALL FINISH PER ELEVATION SCALE: 1/2.4-0 MASONRY COLUMN PER PLAN SLOPE #5 BAR w/ 25" MIN LAP J Q _ PAVERS OR SLAB PE R7 m `D SPEC. o CONCRETE FOOTING Z • i` I � w/REBAR AS NOTED ON FOUNDATION PLAN PER PLAN (IF REQUIRED MAS NRY COLUMN ON SPREAD FTG. (Pavers) SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 (1) #5 REBAR AT EACH Z FILLED CELL CMU STRUCK BOTH WAYS GROUT BE a w Ln —0 —O POURED CURB \ df\O'_G• F.F. > SLOPE FINISH GRADE , r o0 a0 o —MONOLITHIC FOUND. MONOLITHIC FOUND. w/(2) #4 DIA. RODS W/ (2) #4 REBAR 1�-8" 8' 1 I CONT. ON CHAIRS CONT. ON CHAIRS ° 1'-4 ®2 STORY 4EXT. MASONRY WALL @ GARAGE Fon EXTERIOR DOOR SILL @ POCKET 1 ZERO CORNER SGD SCALE: 1/2'=1'-0 SCALE 1/2'=1'-0 2-1/2' ® IMPACT GROUT BED DOOR PAVERS PER SPEC DOOR PER SPEC a a PAVERS PER 3 (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS I-L F_ SLOPE a 0'-0' F.F. VARIES) SLOPE Lit SCALE 1/2'=1'-0 DOOR PER SPEC DOOR THRESHOLD I III —I I I� I I —I I 00 p � 00 LI_ MONOLITHIC FOUND. I I—II- MONOTHIC FOUND. � „ - w/(2) #4 DIA. RODS , I I w/(2) #4 DIA. RODS III II I� _ I I_ 3 a _ CONT. ON CHAIRS. 1�_0; CONT. ON CHAIRS. 1� '-0' MONOLITHIC FOUND. MONOLITHIC FOUND. 1-0" " T 711''-4" 0 2-STORY w/(2) #4 DIA. RODS w/(2) #4 DIA, RODS 1 -0 1'-4 1'-4' ®2 STORY CONT. ON CHAIRS CONT. ON CHAIRS 1'-4' ®2-STORY 1'-4' O 2 ST Y Fos GARAGE DOOR RECESSED SILL Foy EXTERIOR DOOR SILL @SGD(Pavers)EXTERIOR DOOR SILL (@ ENTRY (Pavers) THREHOLD BRICK EXTERIOR DOOR SILL @ ENTRY SCALE 1/2'=1'-0 RECESS WITH PAVERS — -- RECESS WITH SLAB SCALE: 1/2'=1'-0 2x AT 24'O.C. MAX. 2x P.T. PLATE SECURED TO SLAB N/ 3' POWDER ACTUATED FASTENERS OR 2X AT 16' D.C. W/ TAPCpNs o 1s' O.0 OR (2) Rows t2d 1/2' G.W.B. EA SIDE 1/2' GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR GUN NAILS 012' O.C. 2x P.T. PLATE SECURED TO SLAB w/ WALL DETAIL 3' PONDER ACTUATED FASTENERS OR 2z AT 24°O.0 MAX SPECIFYING CIFYYINANCHOR REQUIREMENT STEP PER PLAN TAPCONS • is' O.C. OR (2) RONt312d STEP PER PLAN SLOPE ,ti • , •. .; .. GUN NAILS 012' O.C. 4•. >'= '�• ' �• START SLOPE HERE 2' 1/2' G.W.B. EA SIDE SLOPE LSO SLOPE •�;=-•:'.:< 4' 6 1/2' (1) #4 ROD CONT. ON ON #4 ROD CONT. CHAIRS UNO ON CHAIRS 6' 1i_0" 10 1/2' STEP COH<ATON FLUSH CONDITION STEP CONDI ON boa ` THICKENED SLAB @ GARAGE (NON -BEARING Fos THICKENED SLAB GARAGE BEARING SCALC i�2"-1'-0 SCALE: 112"=1'-0 8' C.M.U. FINISH 8' C.M.U. FINISH CORNER BAR WITH 25' PER ELEV. PER ELEV. VERTICAL DOWEL ':' f+ - MIN. LAP SPLICE EACH FINISH FLOOR AS REQ'D IN PLAN `_. SIDE FINISH GRADE SAME SIZE AS CLEAN COMPACTED ALL PENETRATING PIPE FINISH FLOOR CONT. FOOTING STEEL :- —0'-0' '� _ •`�:`�' LOOP TIE (TYP.) • ALTERNATE TO CORNER:.:; ' f' > _ NUMBER OF CORNER PENETRATING PIPE SPLICE PROVIDE CONT BARS EQUALS NUMBER g-- STEEL REINF. BARS BENT `�',' -_ , �; i `t OF CONT. BARS — AT CORNERS TO COMPLY �,' .. -� :;; _"•"'¢ i,,: ', — --- MONOLITHIC FOUND. WITH THE INTENT OF THE r `''' `"' "' �~ '' w/(2) #4 DIA. RODS + MONOLITHIC FOUND. BUILDING CODE. NUMBER OF REBAR 0 CONT. ON CHAIRS W/ (2) #4 DIA. PER PLAN RODS CONT. ON 25' MIN, PVC SLEEVE ,�--- PVC SLEEVE CHAIRS LAP SPLICE 1'-4' Q 2 STORY 'Fi2`\ REINF. PLACEMENT AT FTG. CORNERS 'Ft BEARING PENETRATION DETAIL (SIDE VIEVII) (FRONT VIEV� SCALE 1/2•=1'-0 SCALE 1/2•=1'-0 = (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. FINISH GRADE SLOPE SLAB Fil THICKENED SLAB EDGE SCALE: 1/2"=1'-0 CONCRETE SLAB ON CLEAN COMPACTED ALL 1/8' SAW CUT SAW CUT M � H NOTE: SAWED JOINT SHALL BE CUT WITHIN 24 HRS, OF CONCRETE PLACEMENT. Fps TYPICAL SAW CUT JOINT SCALE: 1/2'=1'-0 PAVERS TYP. SLOPE (1) 14 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM VERIFY LOCATION f" " (1) #5 REBAR w/30' LAP MII FINISH GRADE PLAN MASONRY WALL ON SCALE 1/2'=1'-0 FTG. FINISH GRADE PER PLAN SCALE 1/2'=1'-0 2X AT 16' O.C. W/Vk 1/2' GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR 2' ASSOCIATED WALL DETAIL START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT SLOPE C. c• -r. O (2) #4 ROD CONT. ON CHAIRS 10 1 /2' 11'-0' 1.10 1 /2" _ 30"x3O*xl2" CONC. FTG. w/ (3) 14 r— REBAR EA. WAY M_ J VEHICLE SIDE OF PEDESTAL REBAR 3' OM TOP & 10' NO ® BOTTOM iV 30' I. ------------------ SCALE 1/2'=1'-0 LOCATE PER ARCHTECTURAL DRAWINGS (1) #4 REINFORCMENT 4' SEE FOUNDATION PLAN 4" BAR CONT. CONC. PER SCHEDULE a SLOPE TO DRAIN CAD .4 SHOWER RECESS SCALE 1/2'=1'-0 SCALE 1/2'=1'-0 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFWING ANCHOR REQUIREMENT (2) #4 DIA. RODS CONT. ON CHAIRS PER PLAN Is 10, 1'-0' 10' THICKEND SLAB @ INTERIOR WALL SCALE 1/2'=1'-0 OIL PER PLAN MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS 2X AT 16' O.C. W/ i/2' CWB EA. SIDE C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE P.E.# 80956 08/04/2021 DATE ` �WIt11111 1 � r ST NA1. N N CL 0 U O l�J Chi r__4 GO 45 O 0 O 00 A� 45 N Z v� UM 4 V '� r"cn c� 4-11 N Puttee, PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S1.0 rn 3 V) U U U FOUNDATION PLAN SCALE: 1 /4"=1'-O" oc I 14'-0" F03C 1-8" S1.0 40'-0° - 24"x32"x12" CONC FTG w/ #4 REBAR @ 6" O.C. EA WAY 26'-0' 23'-4" 24"x32"x12' CONC FTG w/ #4 REBAR @ 6' O.C. EA WAY— F03S1.0C L • F36P .. F11 oW F11 S1.0 i I o o S1.0 I w/OPT. SCREEN N w/OPT. SCREEN �DUMOOR KITCHEN I o o ENCLOSURE ENCLOSURE i 3'-0° 8° 7'-0' 8' 3'-0" 3'-8' 8" 16'-8' "' 8' 4'-O" L aF12 si.o VERIFY M.O. 04- all VERIFY M.O. i i ■■ ii al i T F01 O O i S1.0 I Fo 7z I • S.C. 1. z I I I O `a I 0'-0• I I i N i) ( o CD S.C. 9' 3'-3" -- 6'-10 1 /2" 6'-6 1 /2° 17'-9' I i o1 STORY F10 S1.0 24"x24'x12' CONC 1 STORY 00 STORY"- C FTG w/ #4 REBAR2 ®6" O.C. EA WAY2 STORYL_J • P�4 14'-8 3/4' 18'-2 1/4' cti7 007'-1 F10 _ N S.C. S1.0 `1 i F26 --- - — -- i S1.0 m o �� I `a F08 I REFER TO ARCHITECTURE FOR S1.0 ACTUAL WALL LOCATION I i i _`i S.C. 00 i START SLOPE HERE VAR S F09 S1.0 • I I I o S.C. I / I co I V o FO9 PROVIDE (2) #4x3 -0" ES i S10 LONG CORNER CRACK i BARS ® ALL CORNERS OF SLAB (TYPICAL) o O [(� o p N of I FO7 I i _i N 51.0 W S1.0 F01 �i S.C. i Ali lei lei lei imi i I•I IN w VERIFY ,, M.O. VERIFY M.O. VERIFY M.O. i I S1.0 '-0 4'-b' 3'-2' 3'-10" 2'-0" 3'-10" 2'-2' FO6 0 0 `w S10 00 24"x24%12" CONC FTG w/ o #4 REBAR @ 6" O.C. EA WAY o iii VERIFY M.O. -0 8° 16'-8" 8' '- 20'-0" 40'-0° F03B 6'-6' S1.0 13'-6' 20'-0' FZ S1.0 LEGEND SYMBOLS 0 8x8 FILLED CELL W/ #5 REBAR F&F-21 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE QO 8x8 FILLED CELL W/ NO REBAR REQUIRED 45' CMU - FILL CELLS W/ ¢5 REBAR ❑ 12xl2 FILLED CELL W/ (4)-#5 REBAR ELE V ELEVATION INDICATOR - ELEVATION NOTED IS Y RELATIVE TO FINISH FLOOR DATUM = 0'-0' XX DETAIL INDICATOR FLOOR SLAB NOTES: 3 1/2' Z500 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. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 BENJAMIN NIESE, PE P.E.# 86025 ❑ [AN MCCULLOUGH, PE P.E.# 80956 08/04/2021 DATE �%IIIII No. 86 ATE O pk 111114 00 O� �� 1 r-4 00 M om o 00 Q � v a` cn vC_l� UM � w r N 0 tPulteC',�ol­au,,.lµ. PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET Si.1 WALL BASE SCALE: 1 /4"=1'-O" PLAN o N z z O J m� 3 O LLJ Jl Q 3 pLJ Z Z � ¢ J CD I- J Z ;Wo W�Z LLJ m m LINTELAND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8" KNOCK OUT BLOCK WITH #5 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4' NOMINAL BEARING PER END 0 LINTELS OR AS REQUIRED BY MANUF. (NOTE. -MOST MANUFACTURERS REQ. 8- BEARING 0 SPANS > 12'-4") 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12'-4• SHALL BE PRESTRESSED. 4. BOND BEAM ELEV = 9'-4' U.N.O. 5. GARAGE DOOR UNTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4• FOR ALL LINTELS 28" OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED r QUANTITY OF REBAR AT I BOTTOM OF LINTEL CAVITY F16-1 B/1 T LL-QUANTITY OF 15 REBAR AT TOP NOMINAL HEIGHT NOMINAL WDTH #5 REBAR AT TOP MIN. (1) REgD 1-1/2• CLEAR a J a q-GROUT j5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH LEGEND DETAIL INDICATOR XX ® LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO 3'-4• DOUBLE 2x6------- 3'-5• - 6'-V DOUBLE 2x8------- 6'-1• - e-6• DOUBLE 2x10 2 JACK STUDS, EACH END. 8'-r - 12'-6• DOUBLE 2x12 (2) JACK STUDS. FACH FND. #5 RE BAR IN VER FIC;AL GROUT FILLED CELL ROUGH ❑PENING ` BEL(JW � —11�i'7I� PRECAST LINTELS FILLED WITH GROUT 90 CORDER DLI AIL N.TS. MITER LINTELS BY FIELD CUTTING #5 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL #S BAR AS SHOWN z � o ow COLUMN BELOW C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ■ BENJAMIN NIESE, PE P.E.# 86025 El IAN MCCULLOUGH, PE P.E.# 80956 08/04/2021 DATE `,�1111111 TATE NAi. ,�� �� I c7 CL O N c? CL 0 U 00 om v °O O O o0 ;nH U `--4 V ' (p •o � r-1 w Cl] N C> Ak lffPulteL"'i,:. PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2.1 I IL O 0 m MO � r4 00 � M 0 u� L� ' c:' 00 t Ln t d� vON U� as v � o � w O N � tPultet"'l.". PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2.2 3L I I I1L I .. 11 hyl II —1 ----- �- ---- AT EA VERTICAL CHORD OF FLOOR TRUSS. LUS26 w/ (8) 0.148"x1-1/2" EA TRUSS TO LEDGER. �I FLOOR 8c LOW ROOF FRAMING PLAN SCAI F- 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 CEIUNG SHEATHING TO BE GYPSUM. 4. REFER TO DETAILS FOR ALL WALL SHEATHING REQUIREMENTS. ALL OTHER SHEATHING TO COMPLY NTH MINIMUM CODE REQUIREMENTS U.N.O. IN THESE DRAWINGS. 5. FLOOR SHEATHING (IF APPUCABLE) SHALL BE W MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. 8. PROVIDE SOLID BLOCKING FROM ALL BEAMS do GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND LTR DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURERS PROFESSIONAL ENGINEER. C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE P.E.# 80956 08/04/2021 DATE`���1111) !� , �� � V SF • . tr '' No. TAT OF �/'�. .!NCO... ••'• �'r�; At. w , Q O r'WJ m co R e--1 00 M � O 0 � /'� �+ ) tit O � O 00 n� U'l, `Y' M 03 N � tPultek.".111 sue_ T s� o N SO rR O t 17 cn co � w cn 00 as � N O U � � o Z 1-1 cis o �, w O 0 O x c PRODUCT MANAGER RELEASE nATC• vv /vv /VVVV PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SM —L I L' L— I "I 1 I I i I1111 n II IW 11,11 II 11 1 --1 -- - I ll _ 1 ! 1 _ L Z5 d CV O CV H 2 C' O U ('Wj M MOM l'J � r4 M VJ 0 \ Q 00 a� c v M U ter+ M c� w N � O O I H M w Vy Frei 00 v N V w � Q as O � x o PRODUCT MANAGER IRELEASE I f)AT[• vv /vv /vvvv PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME VVMtestone NPC CHILD NUMBER 2117.501 SHEET S3.2 -�!— STRUCTURAL SHEATHING, SEE PLAN AND DUALS ono ArrArDurDr PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX -OR- 2x BLOCKING AT SHEATHING EDGES wl 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS wl (3)1 Od NALS, 24' O.C. CONTINUOUS STRUCTURAL CENTER MAX SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING SHEATHING DETAIL NAL PER TYPICAL SHEATHING DUAL TYPICALTRUSSANCHOR PER PLAN DETALATTRUSSHEEL>9114' TYPICAL TRUSS ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS ANDIOR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (Le. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM PER PLAN DETAIL AT TYPICAL TRUSS wl HEEL < 9 Ile /ROOF TRUSS ON MASONRY nv i sealer 1 /2"=1'-0" R STRUCTURAL SHEATHING PER PLAN 20 LADDER FRAMING AT 24' O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 20 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6' USE ONE 20 °L` BACK. 2 AT VERTICALS OVER 6'-6" TO 8'-4' USE (2) 20 BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 20 O 'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH 'L' BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. NOTE' REFER TO ARCHITECTURAL DRAWINGS AND10R TRUSS STRUCTURAL SHEATHING SEE PLAN MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE AND DETAILS FOR ATTACHMENT INFORMATION. (Le. HEEL HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED WOOD TRUSSES AT24'O.C. MAX. 7 �. 2x BWC1 NG AT SHEATHING EDGES wl 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS wl (3)1 Od NAILS, 20 O.C. CENTER MAX. SPA' CONTINUOUS STRUCTURAL SHEATHING NAL PER TYPICAL SHEATHING DETAIL COI ITINUOUS STRUCTURAL SHEATHING NAL PER TYPICAL SHEATHING DUAL FRAMING PER PLAN FRAMING PER PLAN STRUCTURAL SHEATHING, DETAIL AT TRUSS HEEL > 9114' SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24'O.C. MAX TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH DINGS) CONTINUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL DETAL AT TYPICAL TRUSS wl HEEL < 9114' TRUSS ATTACHMENT: ALL TRUSS ENDS ARE TO BE SECURED TO THE WALL BELOW USING ONE OF THE BELOW METHODS. ONE FULL OPTION MUST BE USED FOR CONTINUOUS LOAD PATH: a INSTALL TYPICAL TRUSS ANCHOR THROUGH EXTERIOR SHEATHING. EXT. SHEATHNG IS CONTNUOUS AND WLL TRANSFER COMBINED SHEAR & LPLFT. b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON INSIDE OF THE WALL wl H2.5A @ EVERT OTHER STUD TO TOP PLATE. EXT. SHEATHING 6 CONTNM AND WILL TRANSFER COMBINED SHEAR & UPLIFT. c. INSTALL ANCHOR AS CALLED FOR ON THE PLAINS. TWIST STRAPS ARE TO BE INSTALLED ON THE ME OF THE WALL. ANY STRAPS FROM THE STUDS TO THE UNDERLYING STRUCTURE WILL BE CALLED FOR ON THE PLANS. d. INSTALLTYPICAL TRUSS SCREWS FROM TRUSS TO TOP PLATE. EXT SHEATHING IS CONTINUOUS AND WLLTAANSFER COMBINED SHEAR & UPLIFT. R02 ROOF TRUSS ON FRAMING -20 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' O.C. NOTCH "L` BACKS AT TOP AND BOTTOM. PROVIDE COAT. 2x8 P.T. PLATE w/ 1/2' 0 x 10' CMU ANCHOR BOLTS AT 4'-0' O.C. MAX. w/2'x2' PL STRUCTURAL SHEATHING SEE PLAN FOR ATTACHMENT WASHERS AND 7' EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WAU, BOND BEAM, UNTEL BEAM OR RAKED 12d's AT 4` O.C. BEAM PER PLAN, FOR RAKED BEAM AT VAULTED TRUSS w/ CONDITION, SEE PLAN AND DETAIL / CONT. 20 20 NAILED FLAT TO TOP OF BRACE ("T' CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN 2x6 NAILEDTOP STRUCTURAL NAILS @ 8' O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48' MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING % BRACE SPLICE SHOWN \ PER PLAN \ 2x4 BLOCKING AT 48' O.C. —' \ / 3 TRUSS BAYS FRAMING 2x6 NAILED @BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE /'_� GABLE END TRUSS BRACING DETAIL R 0 9 N L5 _ - — — GABLE END 20 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS 1�7 TOP CHORD w/ (2)-16d NAILS AT 24' O.C. (8) 10d NAILS EACH STRAP ENGINEERED WOOD a ° ROOF MA TRUSS AT 24° COAT. 2x6 w/ (2) 12d NAILS _\ CMU WALL STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d 0 EA CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING Ell)(4) 1/4' 0 c 2-1/4' MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 E COND110NS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED HVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. LOCATION. o I J. NUI ACCLPIAULL ON MULTI —PLY IRUS5 APPLICAIIUN5. 04 IF RELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. 0 75 R13 MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) RWW-020 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. WWI VALLEY SET OVER FRAME I lvv 1' T =10% HOUSE WIDTH T =10% HOUSE WIDTH T =10% HOUSE WIDTH X —X X 1(D 2O 3 O O / x © X x C RIDGE X RIDGE RIDGE OO GABLE END 1D GABLE END rl BOSTON HIP X GABLE HIP"X ROOF SHEATHING NAILS ROOF FASTENING ZONES I 1 2 3 SHINGLE: OFFSET DNENSION T =10% HOUSE WIDTH 7116' SPAN RATED SHEATHNG 8d RING SHANK 0.113'x24? TILE: 10? SPAN RATED SHEATHING PANEL EDGES @ SUPPORTS (1) 6' O.C. 6' O.C. 4' O.C. METAL 15132'SPANRATED SHEATHING PANEL FELD (1) 61O.C. 6'O.C. 6'O.C. NOTES: 'DESIGNED WITH ENGINEERING 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR FUSERS -TYPICAL. RATIONAL THAT MEETS ASCE7-16 2. EDGE SPACING ALSO APPLES OVER GABLE END WAILS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION 9L' OFFSET FROM ROOF EDGE 3VWIDE HOUSE = 37ONE, 40'WIDE HOUSE = 4'ZONE, 50'WIDE HOUSE = 5'ZONE, 6VWIDE HOUSE = 6'ZONE ROOF SHEATHING ATTACHMENT DIAGRAM ri R 11 scd« 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 8'-0' BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32" MAX SPACING IF LENGTH IS LESS THAN 4'-O' USE 2x4 'L' BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 'L' to BACKS. NAIL 'L' BACKS w/12d @ 12'O.C.(NOTCHED 0 TOP w/2-12d TOENAILS T---°L' BACK -EXTEND 6' PAST LOWER ROOF SHEATHING SHEATHING PER PLANJ PARTIAL GABLE END TRUSS DETAIL R09C - SHEATHING PER PLAN. GABLE TRUSS PER PLAN 20 BLOCKING AT 2'-0" D.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/l/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. PEAR F SHEATHING PEOOF BATHING RO7 WALL BRACING AT NON -BEARING EXTERIOR WALL SHEATHING PER SHEATHING PER PLAN. PLAN. -OR- --------------------- 20 PURLIN @ EA VALLEY STRUCTURAL (1) SDWC15600 TRUSS SCREW TRUSS. NAIL TO COMMON SHEATHING PER PLAN TO EVERY TRUSS BELOW TRUSS /(3) 16d GUN NAILS 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 PLA VFASCIA SEE ARCH. DRAWINGS CMU w PRE ENGINEERED — BOTTOM CORD OF VALLEY TRUSSES AT 24' O.C. TRUSS NAILED TO PURLIN w/ 10d GUN NAIL @ 8' O.C. UPT DLWIN111V Al UInUVPInLJ UIlLI. nlIMW nl Ln%,n END w/ (2) 12d TOENAILS. NAIL SHEATHING TO 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. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN AND SCHEDULE SHEATHING Am PER PLAN R08B WALL BRACING AT BEARING WALL 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. ' 3 1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 2x4 °L' BACK. STRUCTURAL SHEATHING PER SHEDULE 2. AT VERTICALS OVER 6'-6' TO 8'-4' USE (2) 2x4 'L" wIEDGE NAILING PER DETAIL BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). x SHTG. 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 2x4 (2)1OdNAILS _;, BLOCKING 'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS @� OUTRIGGER 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 2x4 OUTRIGGERS ° 8' CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO @12'O.C. 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 2x BLOCKING BETWEEN TRUSSES, TOENAL @EA END CONT. 2xFASCIA WI(2)16d NAILS AT EACH OUTLOOKER nl2'(MIN) CONCRETE RAKE BEAM wl(2)#5 @TOP & BOTTOM FILL CELLS ACCORDING TO DETAL CALLOUT ON STRUCTURAL DRAWINGS 2x4 PT. LEDGER ATTACHED TO WALL w/lAW-3I4' TAPCONS @ 24' o c. ONE BRACE NEAR THE O.C. @ APPROX. 45-DEG AK THE REMAINDER AT 48 GABLE END DETAIL @ CONCRETE RAKE BEAM SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP R33 �2"-1'-0" RWM-330 NAILED w/ (2) ROWS 10d GUN NAILS @ 8' O.C. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN R09B DUTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE BOSTON HIP ROOF TRUSS PER MANUFACTURER 2x6 LEDGER TO FRAME w/(2) 1/4' x 3' WOOD SCREW @ 16' O.C. BEVEL TOP TO MATCH ROOF PITCH SHEATHING TO TOP NAILER: 8d NAILS 4' O.C. AND 4' O.C. TO RAFTER/SUB—FASCIA 2 PER PLAN 2x4 RELD FRAMED RAFTER @ 16' O.C. MAX SPACING — TOE NAIL ONE SIDE OF RAFTER TO LEDGERS w/ (2) 12d GUN NAILS, ON OPPOSITE SIDE, INSTALL A35 w/BOTTOMS BENT AND ATTACHED TO BOTTOM OF LEDGER do RAFTER w/ tOd 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' O.C. SUSPENDED RAFTER _j t t J seal« 1 /2"=1'-0" C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 E BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE P.E.# 80956 08/04/2021 DATE7li1{11 i No. 8602 STA IF !V 0 to Illllll O O M r-+ 00 45 O 0 o i� 00 NA 01% �C_l� UM c1cs N � liPulteG. �1 o N v o s i O O co cn � w L\ � 00 �U plc � � N w 2 Q o � r� w 0 O 00�NN PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET S4.1 f I I 1_V 1 - - - --1 IL 1 L L • °--NOTE: ° 101 PROVIDE BLOCKING AT ALL ° ° • • SHEATHING EDGES. • • ° ° • • ';_0 • • • • • • • • • • • • • • • • • • • • • • • • ° • • ° ° • ° ° AIL SPACING AT ° ° ° ° ° • • • • ° • 12' IN ° • ° • FIELD ° ° ° • ° ° ° • • • • • • • EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SJZE SPACING SPACING SPACING REQUIRED 7/16' SHEATHING 8d 3' O.C. 3' O.C. 12' O.C. ALL EDGES SINGLE NAIL EDGE SPACING 1 S ° • DOUBLE NAIL EDGE SPACIN( AILING ---2x4 BLOCKING NSTUD SPACING PER PLA STRUCTURAL SHEATHING PER PLAN STSHEATHING SPUCE-SAME THICKNESS AND RENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING _DETAIL Ru TOP PLATE CONNECTOR: (2) SDWC15600 SCREWS 0 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. " " STUDS AT 16" O.C. EATHING PER PLAN TOM PLATE CONNECTOR: SOWC15450 SCREWS 0 EA STUD DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUI FASTENERS OR TAPCONS 0 O.C. OR (2) ROWS 12d GUN NAILS 012" O.C. EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16' MIN 8d 3' O.C. 3' O.C. 12' O.C. ALL SHEATHING EDGES Wog GABLE END SHEATHING DETAIL 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 STUDS AT 16" O.C. TOE NAILS AT EACH END. ATHING PER PLAN 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 16' O.C. — '6) 10d NAILS KING STUD f0 HEADER (MIN 3 EA PLY) 1) SIMPSON LSTA18 :ENTER ON HEADER. — UPLIFT NAILING PER PLAN CRIPPLES AS REQ'D HEADER PER PLAN, (2) PLY MIN. ADDITIONAL JACK STUD AND CONNECTORS REQUIREMENTS PER PLAN. FASTEN WALL SHEATHING AT 3' O.C. ALL AROUND OPENING IiEATHING PER PLAN x STUDS AT 16' O.C. T II II 3)SDWC15450 0 BOTTOM F JACK STUDS, U.N.O. NAILING PER PLAN I I I I II II II II L=J.L NOTE: TYPICAL FOR EXTERIOR BEARING WALLS FRAMING TO BE 2x4 U.N.O. ON PLANS ►nine TYPICAL FRAMED BEARING WALL v v v v ►ru 0'-16" MAX. GAP 2x4 FILL w/ 2' MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. OR 1/2 DIA EXP. BOLTS AT 24 REFER TO FOUNDATION 1x P.T. SHIM \ O.C. W/1200 # ALLOWABLE TENSION PLAN FOR FOOTING MIN. ALSO AT CORNERS & JAMB \ SIZE AND LOCATION NOTES: ALTERNATE ARCH TOP w/ 3x3 PLATE WASHERS LOAD BEARING WALL w / o UPLIFT MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. W10 REFER TO FOUNDATION PLAN FOR Will an IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL FOOTING SIZE AND LOCATION WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION OAD BEARING WALL w/UPLIFT DETAIL. 7 8" K.O. BLOCK w/ #5 BAR GROUTED SOUD #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 #5 REBAR w/ A.C.I. STANDARD HOOK AT TOP. LAP PER GENERAL NOTES BOND BEAM TOP COURSE LINTEL OVER OPENING 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. 8" KNOCK OUT BLOCK W13 ARCH FRAMING DETAIL w/ 15 BAR GROUTED �, SOLID #5 VERTICAL BAR IN GROUTED CELL 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, E PLAN). REBAR VERTICAL PIED 25' MIN. U.N.O. 5" CLEAN OUT AT ALL .ED CELLS. FOUNDATION PLAN DETAILS FOR FOOTING JFORCING. Iv Lr%F k11nUnLj TYPICAL FILLED CELL DETAIL W19 ROOF SHEATHING PER PLAN TRUSSES PER PLAN (2) SDWC15600 PLATE TO TRUSS, U.N.O. DBL 2X TOP PLATE. BOTTOM 2X OF IOP 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, LINO HEADER PER PLAN, (2) PLY MIN. ADDITIONAL JACK STUD AND CONNECTORS REQUIREMENTS PER PLAN. —FF T_ II II (3) SDWC15450 0 BOTTOM OF KING/JACK, U.N.O. II II II II II II =L=JL NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING. FRAMING TO BE 2x4 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). �--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 & BOT. FASTEN w/10d X 3" NAILS 0 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 0 16" O.C. MAX. S.G.D PER PLAN, INSTALL PER MAN. SPECS. W32 POCKET S.G.D. DETAIL • • • • o o ° ° • • • • • • ° °NOTE: ° PROVIDE BLOCKING • AT ALL • • ° ° SHEATHING EDGES. ° ° • • • • • • • O • • • • • • • • • • • ° ° ° ° STAPLE • ° • SPACING ° ° ° ° • ° ° ° ° • C AT 3' ° • ° • O.C. IN FIELD I° D • ° • • • • • • ° • • • • • • • • *1 • ° LOFT WALL SHEATHING SHEATHING STAPLE VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED THERMO-PLY RED 15x16' CROWN x 1-3/4 LEG 3' O.C. 3' O.C. 3' O.C. ALL EDGES NOTE: ATTACH 1/2' GYPSUM WALL BOARD TO STUDS w/ #6 TYPE W OR S SCREWS 1-1/4' LONG OR 5d COOLER NAILS w/ 16' EDGE NAIL SPACING AND 16" FIELD SPACING. 3/4' ° SINGLE STAPLE EDGE SPACING 1/2 S o e 1/2' DOUBLE STAPLE EDGE SPACING 2x4 BLOCKING STAPLE SHEATHING SPUCE-SAME THICKNESS AND STUD SPACI R PLA STRUCTURAL SHEATHINGJ PER PLAN STRENGTH AIDS ORIENTATION AS WALL SHEATHING W01R ED THERMO-PLY SHEATHING DETAIL C.O.A# ARCHITECTURE: W6002802 C.O.A.# ENGINEERING: 29349 E BENJAMIN NIESE, PE P.E.# 86025 EI IAN MCCULLOUGH, PE P.E.# 80956 08/04/2021 DATE`\\j11111IT o. 8602 S TEAL 0 �ltitll� N N c� C) 0 U O O M r__4 v °O 45 o 0 ono A� v a` N U `Y' c13 'O c� m w bb '2 1� N � *Pu lte ,. . i■1 < o N MID o svo 0 O co O M III w L\ vn 00 N p cn � O cz �--� W clz "-'F; fsl 00 � � Q o � � � M PRODUCT MANAGER RELEASE PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEETcl /A, V .2 1xW00D 1x P.T. BUCK ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL SILICONE SEALANT FINISH PER ELEVATION WOOD BUCK ATTACHMENT: 1xCUSTOM P.T. BUCK TO MASONRY MATCH FRAME WIDTH, ATTACH wl T NAILS @ 4' FROM ENDS AND 1 T O.C. REMAINDER. ATTACH WINDOW THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL ALTERNATE: 2x OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS < 2114' =114'0 x 4' TAPCONS @ 4' FROM ENDS AND 12' O.C. REMAINDER. wl 11/4' EMBEDMENT TYPIr.AI \A/imnnW ATTAr..HMFNT nF=TAII N.T.S. INT. FINISH 1xWOOD 2x P.T. BUCK ATTACH DOOR PER FLORIDA PRODUCT APPROVAL BRICK MOLD FINISH PER ELEVATION WGM-140 WOOD BUCK ATTACHMENT: 2x OR GREATER BUCK TO MASONRY BOLT -UP THICKNESS < 2114' =10 x 4' TAPCONS @ 4' FROM ENDS AND 12' O.C. REMAINDER wl 1114' EMBEDMENT ALTERNATE: 1x CUSTOM PT BUCK TO MASONRY MATCH FRAME WIDTH, ATTACH wl T NAILS @ 4- FROM ENDS AND 12'O.C. REMAINDER. ATTACH DOOR THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL TYPICAL DOOR ATTACHMENT DETAIL ScdaN N. T. S. EXTERIOR CONCAALL GARAGE DOOR AND TRACK INSTALLED PER MANUFACTURERS SPECIFICATIONS. EXTERIDR CONCAALL 114'DRIVE4NANCHOR GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. WGM-150 2X6 WOOD BUCK ANCHORED TO CMU wl I/Tx 6'V BOLTS OR ON 6'SIMPSON TITEN HD5 wl 2'WASHERS AT 24' O.C. & WITHIN 6' OF TOP AND BOTTOM, OR (2) FRAME TO BUCK Tq ROWS OF 1l4' x 3' MASONRY SCREWS @ MASONRY 12' O.C. STAGGER ROWS T FROM EACH ° IL FRAME TO MASONRY END 112' x 2114' HLTI SLEEVE ANCHOR OR EQUAL MIN.110 EMBED INTO MASONRY (1) PER BRACKET WPIC.AI (-.ARArF MOR ATTAC;HMFNT N.T.S. stun ca W PER Y, SDS SaiE1M 0 16'0.11- STAGGM EACN SEE OF POST (RE LNG IN 6' O.C. OVERALL SPACING) nE caLuws PER PLAN 4-PLY. Y, x S' SDS SCREws 5-PLY: Y, x 6' SUS SUM 6-PLY: N x 6' SDS Sa MS 7-PLY: N x 6' SUS SDiEM6 CSI6 OR EQUV. (TOP, Mxxxf AND BOTTOM) )d NALS 0 6' O.C. I PLY) PfWARY METHOD B3 STUD PACK DETAIL (2)10d NAILS 0 6' O.C. (Ea PLY] FOR (4) PLY OR MORE SAID COLUMNS WGM-160 12 PER ELEV. INTERIOR STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR DWGS ASPHALT ROOF SHINGLE (OR TILE PER SPECa TRUSS STRAP PER STRUCT. DETAILS REFER TO PLAN FASCIA PER COMMUNITY SPEC. SOFFIT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINF. REQ. EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS V-TFIN.FL. FINISHED GRADE MONOLITHIC FND, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH, & REIN. REQ. ATYPICAL 1 STORY WALL SECTION seams N TS 12 PER ELEV. STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DWG ASPHALT ROOF SHINGLE (OR TIE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS FASCIA PER COMMUNITY SPEC. SOFFIT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING wl PRECAST SILL PER PLAN SEE STRUCT. FOR ALL RENF. REQ. EXTERIOR Ej SEE STRUCT. DETAILS IN FOR VARIATIONS V4' FN. FL FINISHED GRADE 4, _ MONOLITHIC FND, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & RENF. REQ. TVPIr'.AI 1 -qTOPV WAI I gFC'.T10N NITS CMU WALL PER PLAN ATTACH A 20. TO CMU wl (6) EQ. SPACED 3116' x 3114' CONCRETE SCREWS w/ WASHER HEAD. 6' MAX FROM TOP AND ALTERNATE: ATTACH A 2x P.T. TO CMU wl (3)1I2'A,B. wl6' EMBEDMENT, SPACED AS SHOWN wl 2X2 PLATE WASHERS. BOLT INTERIOR WALLS TO CMU ONLY WHERE FWI DETAIL IS CALLED OUT ON PLANS. FILLED CELL PER PLAN PRECAST LINTEL GRAVITY LOAD TABLE v4.2� LOADS LISTED HARE BEEN CALCULATED OR COMPi'LED FROM APPROVED MANUFACTURERS: CAST -CREPE, LOTT'S CONCRETE, QUALITY PRECASTCO. s s f #f#f f#. ®® i" 1. # •�. i iL°i,. f • s • ' - • a ■ - - s - • • - • a ■ DOUBLE TOP PLATE P.T. BOTTOM PLATE FRAMED BRG. WALL TO MASONRY WALL seal« 1 /2"=1'-0" WGG-040 CONNECTOR FASTENERS ALLOWABLE LOADS CITY TYPE GRAVITY (Ibs) 1.0 UPLIFT (Ibs) @ 1-6 LATERAL (Tbs) C@ 1.6 META 16 8 0.148"x l-1/ 2'* 1450 F 1 : 340 F2: 770 H ETA 16 9 0.148"x 1-1/2" 1810 F 1: 340 F2. 770 (2) META 16 0 1- 1 10 0.148"x 1-1/ 2" -- 1875 F 1 : 680 F2: 77 (2) META 16 CM 2- or 3-ply 14 0.162"°x3-1/2" -- 1795 F1 : 1285 F2: 1080 (2) HETA 16 1- 1 10 0.148"x l-1/ 2"' -- 1920 Fl : 690 F2: 770 (2) HETA 16 2- or 3-ply 12 0.162"x3-1/ 2" - 2-365 F1 : 1350 F2 : 1430 FISTLVi16 8 0.148"xl-1 2" -- 1110 F1:120 4 1/4"xl-3/4'" Titen 2 F2 : 90 MTS12 14 0.148"x1-1/2" -- 990 -- MTS 16 14 0.148"' x 1-1 Z' - 990 -- HTS16 16 0.148"x11/2" -- 1310 -- HTS20 24 0.14811x1-1/2"" -- 1310 LSTA12 10 0.148"x2-1/2" 925 - LSTA18 14 0.148"x2-1 2" -- 1235 -- LSTA30 22 0.148"x2-1/2" - 1640 -- M1STA30 22 0.148"x2-1/2" 2050 - MSTC52 62 0.148"x3-1/4' -- 4735 -- MSTCMT40 10 1 4"x2-1 4"s Titen 2 -- 2800 -- 14 0-148"x3-1/4°" MIGT 22 0.148"x3" -- 3965 F1 , 775 1 5/8" ATR F2: 525 VGTR or L 1 5 8" ATR -- 2225 F1 : 650 16 1/4"x3"SDS F2: 630 VGTR/L 2 5/8" ATR -- 5545 F1 : 650 32 1 4"'x3"SDS F2: G30 VGT 1 5/8'" ATR -- 4940 F1 : 119S 16 1/4"x3" SDS F2: 590 (2) VGT 2 5/8" ATR 7185--2p1}t 8890 301V F1 : 118S 32 4" 1 'x3" SDS F2. 590 DTT2Z 1 8 1/2" ATR 1/4"xS' SDS 1825-2x4 rain 2145-(2)2x4min -- HTT4 1 5/8'¢ ATR -- 3610 - 18 0.148"x3-1/2" HTTS 1 5/8" ATR _- 4670 -- 26 0.148"x3" HTTSKT 1 5/8'" ATR -- 5445 -- 26 SD #10x2-1'2" ABU44Z 1 5/8" ATR 7570 19OG -- 12 O.lErrx3-1/2" ABL166Z 18205 2475 -- 2 0.162'x3-1/2"' H2.5A 10 0.131"x2-1/2" -- 565 F1110 F2: 110 H10A 18 0.148"x1-1/2" - 1340 F1565 F2: 285 HIOA-2 is 0.148"x11/2"' - 1080 F1.I>BO F2 : 260 HUC48 14 1/4"x2-3/4" Titen 2 3500 1135 -- 6 0.148"x3" LUS26 4 0.148"x3" 36S 1165 -- SPH4 12 0.148'°x1-1/2" Side: 640 Center: 1290 OTC clips 4 3/16"x2-3/4" Ti€en 2 F1 : 85 2 0.131"x2-1/2" F2:135 A35 12 0.131"xl-1/2" -- F1:6S0 F2 : 670' SDWC15600 1 SDWC15600 -- 615 F1:130 F2:2252S SDWC154SO 1 SDWC15450 - 295 F2:150 C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 BENJAMIN NIESE, PE P.E.# 86025 ❑ LAN MCCULLOUGH, PE P.E.# 80956 08/04/2021 DATE``��►illli/ 7' _ 8 1p �NA1. CV 0 (V CD Ca U M /O t'J � e-1 GO *j L\ 0 V J NN O 00 n� M--� ON ON � v .N N r a) �j Uen cis .r v O r-1 w cc$ C� � 4 N 1 = *Pu tte G co F PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Fan it SPECIFICATION LEVEL Pulte 1PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.2.1 _1 �H _ I 1 ! I 1' 1 I ❑ "' IC i . I I — f _ - — I I ( T !I ! STRUCTURAL SHEATHING. — REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. PER ELEV. FLOOR JOIST OR TRUSS SYSTEM & DIRECTION PER STRUCTURAL ' �' ■ (: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 OIL 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. TOP OF FLOOR (REFER TO ELEV.) TOP OF CMU (REFER TO ELEV.) BOND BEAM PER PLAN EXTERIOR SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS SEE STRUCT. DETAILS FOR VARIATIONS 0,4' FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' TAPCONS TO SLAB 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' TAPCCNS TO SLAB 0'-0" _ (2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NALS 0 6' O.0 STAGGERED 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS 0 6' D.C. STAGGERED STRINGERS TOE NAILED TO 2X LEDGER W/ (4) 10d NAILS (2)2XB HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' O.C. STAGGERED A LEDGER ATTACHED TO (2)2X8 HEADER - W/ 10d NAILS 0 6' O.C. STAGGERED STRINGERS TOE NAILED TO 2X LEDGER W/ (4) 10d NAILS. CLG. JOIST 0 16' Oa CLG. JOIST 0 16' O.C. SECOND FLOOR ELEV. PER PLANS 06 STAIR LANDING ELEV. & SIZE PER ARCH. PLANS 2x6 LEDGER SUPPORTED BY ONE OF THE FOLLOWING STRUCTURAL SUPPORTS: a KNEE WALL BELOW (JOIST HANGERS NOT REOUNED) b. (3) 16d NAILS INTO EACH STUD (16' O.C. MAX) c. (2) N x 2 i4 CONCRETE SCREW 0 12' O.C. TO MASONRY (2) 298 HEADER SUPPORT NTH 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 016' O.C. TO HEADER w/LUS26 JOIST HANGERS w/(4) 10d TO JOIST & (6) 10d TO LEDGER GRASPABLE HANDRAIL; 1 1/4' MN TO 1-1/Y MAX DIAMETER HANDRAIL BRACKETS TO BE CONNECTED TO FRAYING PER MANUF. RECOMMENDATIONS + SECTION 'PS RETURN HANDRAIL INTO 1X BACKER BO. Li GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD SHALL NOT BE GREATER THAN 3/8'. PLAN 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 016'O.C. 23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) 2x BLOCKING 4'-0' O.C. FOR TWO BAYS. NAIL FLOOR SHEATHING TO BLOCKING w/ 8d NAILS 0 4' O.C. STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/2-16d NAILS 0 EA. JOIST — DIAG. REQ. 0 BLOCKING. NAIL w/ (2) 10d NAILS 23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' 0 E.E. O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) FIELD FRAME 2x4 KNEE WALL OR PRE—ENG FLOOR TRUSS, STUDS 016' O.C. w/ (2) 16d NAILS 0 EA END NAILING PER DETAILS 8' KNOCKOUT BLOCK w/#.5 CONTINOUS BAR GROUT SOLID f�� 8' CMU WALL OR POURED CONC. WALL, SEE PLAN FOR VERT RETNF. STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT NAILING PER DETAILS (4) 16d NAILS RIBBON TO EA. TRUSS 8d NAILS 3' O.C. WALL SHEATHING TO EACH TRUSS (4) 16d NAILS RIBBON TO EA. TRUSS NAILING PER DETAILS it KNOCKOUT BLOCK w/¢5 CONTINOUS BAR GROUT SOLID 8' CMU WALL, SEE PLAN FOR VERT RE]NE TRUSS PER PLAN ---� ' TRUSS PER PLAN` F SHEATHING PER PLAN SHEATHING PER PLAN --/ �/ META16 ANCHOR 0 24' O.C. META16 ANCHOR 0 EA TRUSS OR 0 24' O.C. TO STRUCTURAL RIM IF JOISTS ARE USED eFL1 FLOOR TRUSS/JOIST TO MASONRY WALL FL2 FLOOR TRUSS/JOIST w/LET-IN ON MASONRY WALL STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED 0 EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING IAIL SHEATHING TO BOTTOM 'LATE AND BEAM OR ORDER WTH HORIZONTAL IAILING PER DETAILS DLm UR fL%AR{ IRUJJ GIRDER FL8 2-STORY CONNECTION @ BEAM STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION 2x STUDS 016' O.C. LSTA15 MAY BE USED 0 EVERY STUD TO TRUSS OR FLOOR SHEATHING BEAM IN LIEU OF CONTINUOUS SHEATHING NAIL SHEATHING TO BOTTOM TRUSS/JOIST PER PLAN PLATE AND BEAM OR GIRDER WITH HORIZONTAL SHEATHING PER PLAN NAILING PER DETAILS TRUSS/JOIST CONNECTION BEAM OR FLOOR TRUSS TO BEAM PER MANUF. GIRDER 2-STORY CONNECTION @ BEAM sFL9 C.O. A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 BENJAMIN NIESE, PE P.E.# 86025 v, E] IAN MCCULLOUGH, PE v P.E.# 80956 0 0 08104/2021 N DATE �►111TT/ U U i o. 8 [V '� O 1 3 TATE OF ' 1►111 0 N 0 CV cD rL v O O M 00 M O VJ 00 ,14 QLr) M U M R13 • '12 O as 11kPu1te , c.i ­ v7 o N v o 0,60L O O O cn M � w Q� � N p U U-) = H 03 a� W � Q w c'n on PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME VVMtestone NPC CHILD NUMBER 2117.501 SHEET S4.3 H il 1.