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Home My WebLink About36851 Highland Meadows Ctq CO IrkPNO 3 N 0 U O 0 0 p CU O N LU W K 0 J d APPLICABLE CODES THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL -2017 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB GENERAL NOTES WIDTH DEPTH SHEET LIST TABLE 40'-0" 64'-8" Sheet Number Sheet Title LOT SPECIFIC AREA TABLE G0.01 Cover Sheet Description TOTAL G0.02 General Notes :CONDITIONED SPACE A1.11 1 st Floor Plan CMU-1ST FLOOR BASE PLAN 1651 SF Al .21 2nd Floor Plan CMU-2ND FLOOR BASE PLAN 1243 SF A2.01 Front Elevation & Details 2894 SF A2.02 Side & Rear Elevations & Roof Plan :NON -CONDITIONED SPACE E1.1 1 1 st Floor Electrical Plan E1 .12 1 st Floor Electrical Options CMU-COVERED LANAI 260 SF E1 .21 2nd Floor Electrical Plan CMU-FRONT PORCH ELEV CO2 100 SF E1 .22 2nd Floor Electrical Options CMU-GARAGE 2 CAR 416 SF P1.1 1 1 st Floor Plumbing Plan 776 SF P1.21 2nd Floor Plumbing Plan 3670 SF S0.1 Cover Sheet S1.0 Foundation Details S1.1 Foundation Plan S2.1 Wall Base Plan S2.2 2nd Floor Wall Plan S3.1 Framing Plan S3.2 Framing Plan High Roof S4.1 Roof Details S4.2 Wall Details S4.2.1 Wall Details S4.3 Floor details LOT SPECIFIC OPTION SELECTIONS 'i uration Choices lWhitestone Setback Choices o Setback ,•14 evation Choices eignt '-4" Plate Height Coastal CO2 48 itchen Layout Choices uilt—in Kitchen Layout 4 sundry Layout Choices sundry oom Layout 2 Stand Alone Sink) xterior Firs oor all MU Exterior Wall o' xterior Second Floor Wall2x4 Exterior Wall dditional Hose Bib Location ear lex Room Ceilin'Choices ra eilin lex Room Choices edroom 5 arage Bay Choices —Car Front Load arage Handing Para5e Left araae Water Heater Choices IFIlectric Water Heater arage to House Entry hoices epped Entry [ayout wner's Bath Layout Choices 3 Shower w/Tub wrier s Suite Ceiling Choices Tray Ceiling ear Living Area Kitchen hoicCg Outdoor Kitchen ear Living Area Patio Cover hoices Covered Lanai ath 3 Shower Choices Shower ath 4 Choices ath 4 athering Room Ceiling hoices ray Ceiling athering Room Door Choices oc et Sliding Glass Door oft CeilingDices ray ei in ind Speed Choices ind Speed4 LOT SPECIFIED PLAN INFORMATION CustornerNarne�* Market Home *, 6871-01001#2 Address 36851 HIGHLAND MEADOWS COURT ZEPHRYHILLS Community 6871 JOAKS OF PASCO 6871-01001 1 ---- (V O N 0 U 0 � o o� 1 v� .00 ;~ 'IT Q v� U ter+ m � w 0 pool Cy N � AL tPulteGru- N O O �m O w OHO Q Oas o o v az 4C w x PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL I Pute PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET GENERAL NOTES GENERAL NOTES VENTILATION / ATTIC ACCESS — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — DO NOT SCALE DRAWINGS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT - INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES VENTS ONLY PER R806.2 — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 DRYWALL — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC —" 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 aF� NTM [PulteSHALL BE ISSUED TO THE BUILDING DEPARTMENT — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING —ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE 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 y 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 o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES o MIN. ATTIC ACCESS SIZE IS TO BE 22"x30" 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 — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. — �" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE 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 o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE — 5/8 TYPE X GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE — 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 T" 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 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. o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE 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 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 o 1 �/"-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 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 11, 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 underlayment comply ASTM D226 Type 11 or ASTM 4869 Type III or IV, or ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT two layers of a synthetic underlayment meeting the performance requirements specified, SURFACE — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE lapped and fastened as specified. ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING — FLASHING R903.2 FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o WET AREAS o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT shall be installed in a manner that prevents moisture from entering the wall and roof through TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS joints in copings, through moisture permeable materials and at intersections with parapet walls and LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. other penetrations through the roof plane. ■ SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 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 O O� C? c� o .o °O ;`•i Q`n � o v� U `Y' oz N 0 ItPulteGroup", N O O_ O m � w +r O o Cn o CI) H � � � Z x W A V PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Single Fan it SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET G0.02 I CJ r7 O O I cV 0 1 N 40'-0" L 7'-2" 32'-10" L 2'-3" O * (2)125 SH 14'-0Y2" o TRAY CEILING ---------- OWNER'S SUITE 2)-0" 26'-0" 22'-0" 2'-0" SOFFIT SOFFIT i COVERED LANAI I � o I Z I =o z oc I o I 13'-0" 1 10 4'-0)) I 1 2'-0" — —TRAY CEILING — — — —_ TYP. 2'-4" GATHERING ROOM T-ITTFAY /4""7-1UP FRAME DOWN I �' I� 10'-2" �.; 42" KNEEWALL roeur noun U 3'-" 2R2S ALIIII WAYON LEFT r ---- ---- r -- III III ol' 67'-7" -1I1 RYS ENTRY M p 5'-4)/M2 l DRYER PLUMBING DROP 2/8 VENT LOCATION i o FO ER o 19'-W I ul 1 6'-10" FIRST FLOOR PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-0" ON 11 x17 PAPER) 6'-2" R.O. TO BE VERIFIED BY 25'-11r DOOR MANUFACTURER O _ I 0 co I 1R1S 2/6 4'-7 CAFE I I z I Iui Q I XDW 3 -------I �� i 00 OJ I 2= oo O 9'-� o> r. r. I I \N I ^^ I I I I I 117 I �____ CHEN 8'-1Y" 5' OY2" 3 C C C C 3 W2 1 N OPT. ( P _.._ t _ REF. --...I N `r *261SH 3'-3" 20'-0" IN�Allmd,1 /E _t1S/1R 4/0 BP BEDROOM 5 13'-5Y 5'-10" *261SH 3'-5" m � z N 00 I t- 0 C) o o M (y) r� � 4 04 •� O VJ � c:) C M0 w u J i-1 o N U `Y' C'n 0 r-' � w bJD N � tpults" up- N 0 � w 00 � O � as O c O :a O J PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1,11 w K 0 J d SECOND FLOOR PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) 10'-8 3/4" 2ND FLR. Y 9'-4'1 TRUSS BRG. 8'—O" ,-� T.O. WINDOW 0'-0" 1-6 FINISH FLOOR LEGEND �,�� :,n..: �� 2X FRAME WALL PER PLAN OL 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. —2x4 WALLS ARE DRAWN 3 1/2" THICK —2x6 WALLS ARE DRAWN 5 1/2" THICK —8" BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING FURRING 11'-11 1/2" STAIR CALLS. FLOOR TO FLOOR HT. 10'-8 3/4" RISERS 17 @ 17-9/16" TREAD 17 ® 10" NOSING 1" HANDRAIL GRASPABLE 1-1/2" MIN 1 1/2" MIN. HANDRAIL; 1 RETURN 1/4" MIN TO HANDRAIL 1-1/2" MAX � PLAN INT01X DIAMETER BACKER BD. SECTION STAIR DIAGRAM 10" TREAD � w N 1" NOSING S O o M 1 rq QQ •*i O VJ O � O � rd �-1 O v� rv, V ,d ce, � di M c� O � w r� s-� 4-a N � ulteGr N O O_ O n � w 00 � N p 4I O as � � Q � � 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 A1.21 I I . : I .: r_'.. ._„„r ux.Au:kA—l't.bild 18'-9 7 CD 00 5/4" X 10'-8 3 4" TRIM 2ND LR. TRUSS BEARING 00 a0 ^ pf " T.O. WDW 0 o i 00 i 5-1/2"X5-1 FOAM BRACT COLUMN DETAIL ElSCALE: 1/2" = 1'-O" 5/4"x4" SMOOTH TRIM MATERIAL 5/4"x4" SMOOTH TRIM MATERIAL 5/4"x4" SMOOTH TRIM MATERIAL TYP. FRAME HEADER/ SILL DTL. SCALE: 1/2" = 1'-O" F 5/4" SMOOTH TRIM MATERIAL FRAME FRIEZE BANDING DTL SCALE: 1/2" = 1'-0" GI CMU HEADER DTL. SCALE: 1/2" = 1'-0' A C FRONT ELEVATION SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) D 4" II N JII + CMU SILL DETAIL SCALE. 1/2" = 1'-O" SMOOTH PANEL SIDING 5/4"x4" SMOOTH TRIM MATERIAL 1'-4" 2" B&B 0 16" O.C. GABLE DETAIL SCALE: 1/2" = 1'-O" 10" „ 4 BRACKET DETAIL SCALE: 1" = 1'-O" N O N S CD C) 0 U 0 D OO O co 1 •� O V J\ 00 �-I O v � co � o � w cz N � tPulteGroup- C-A O ^r.. cn � w n Tj >� � cc Q 0 0 � � O � � H w O x � w PRODUCT MANAGER RELEASE DATE: XX/XX/xxxx PROJECT TYPE Single Famflyj SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 I. SHEET A2.01 Vr„ 3 c 0 0 0 0 w 0 cn CV 0 N Q 0 0 E N O N ;v W r_ 0 J n. SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) SIDE ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) -ATTIC VENTILATION ZONE 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 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 00 r7 I I 00 -ATTIC VENTILATION ZONE 2- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1072 154368 3.573 514.560 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 1.429 205.824 2 2.144 308.736 50 ROOF TOP ATTIC VENT. SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY 00 o \ _ I r7 I 00 I 00 I 00 00 I o o 00 -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 SQ. FT. SQ. IN. LIN. FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY COMMUNITY SPEC (+1/2'), TYP. REAR ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-0n ON 11 x17 PAPER) SIDE ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) a Q) O 1 r� 00 0 �J O \ Q 00 ^� H Ln 4J a� 4-4 U d� ce) c� O V co Cr N r� lliPulteGrouF Z N � W W o L w m o OO m 0 w OQ cn N � 0 U cn W o � W as 0 � � Q 00 PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.02 FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) f—I STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) *Fq STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ®pW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET s4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) Q EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE ===== LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) THERMOSTAT EMERGENCY LIGHT —EPB BUTTON TELEVISION OUTLET PUSH SWITCH TELEPHONE OUTLET /O/ CHIMES G FRB AGE DISPOSAL DOOR BELL CHIMES •� GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV Amin s MEDIA /SWP BOX (1) DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER �-- 2" PVC CONDUIT '` 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 D COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL LIM 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I 11#4 SERVICE GROUND _ CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O O m� M t'J v rq o cn0 0 uo) � 000 �-1 O v� v C c3 .O 0 co N 0 lliPulteGroup- O C4N o M o � w 00 \fl j � N c H o w as -_ O � ono PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.11 COVERED LANAI*'R - `� I OPT. <� �> QBl OP F-OPT_ '''----------------- - - " 4'-0" 4'-0" 4'-4 1 /2" 4'-0" 4'-0" I TO SWITCHED GFCI'S ABOVE -- ------------- IN -SOFFIT COACH LIGHT FIRST FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) OPT LIGHT q._n,j TRACK, FROM BOTTOM PLATE TO TOP PLATE, TYP. q,_o„ BLOCKED METAL STUDS�y METAL STUD, TYP. WOOD BLOCKING INSIDE TOP OF STACKED BLOCKING 2x6 WOOD STACKED BETWEEN BLOCKED METAL STUDS, TYP. METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE N. ~-END NAILS, TYP. Q I 110V DUPLEX OUTLET LOCATION CHASE OUTLET LOCATION CV L.L_ _H Q 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL M T B R A 1 SCALE: N.T.S. II ELECTRICAL SYMBOLS II 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI 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 ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET s4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR O EP ELECTRIC PANEL (AFCI PROTECTED) (� SC SMOKE/CARBON I I ELECTRIC METER MONOXIDE COMBO DISCONNECT © DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT THERMOSTAT -0PB TELEVISION OUTLET PUSH BUTTON SWITCH T TELEPHONE OUTLET /O/ GARBAGE DISPOSAL CHIMES (GFCI PROTECTED) DOOR BELL CHIMES ' GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV MEDIA S MEDIA /SWP BOX f DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 1-2" PVC CONDUIT I 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 'b T ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP D COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1#4 SERVICE GROUND CONNECTED TO CONCRETE -) - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE Z3 a N N C3 Of EL 0 U O O CD 1 ri 00 c'n O VJ O 000 Q� r-+ vs O OSte-, �--i cz Cn N u It & PRODUCT MANAGER RELEASE DATE: XX XX XXXX WVI DATE EDPAIPTO Ar - PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1,12 F — F - - - - - - - I SECOND FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®pW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET s4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF TTZ� LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) © EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) � ELECTRIC METER SC SMOKE/CARBON MONOXIDE COMBO c:S DISCONNECT DETECTOR (AFCI PROTECTED) © THERMOSTAT EMERGENCY LIGHT -O PB PUSH BUTTON TELEVISION OUTLET SWITCH CHIMES TELEPHONE OUTLET /O/ GARBAGE DISPOSAL P-09 DOOR BELL CHIMES (GFCI PROTECTED) os" GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV jg MEDIA /SWP BOX DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT 1, 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM I4 I III_ ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP D COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200PAMP ELECTRIC METER IN NEMA PANEL MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS gem■milmin 'I_� II III IIII�IIII�� 1#4 SERVICE GROUND CONNECTED TO CONCRETE 1 , — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O Q O M� t"J can r� v� ch O � 000 v a� UM c� O r-.4 m ,--� w 0 C� cs N as s N o N � w L\ , cn oo .g U 0 U o � � cz � wl as O w Q can N PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.21 o, 3 0 a 0 0 U W 0 0 CV CV N W U s _ CV O N W r_ 0 J d F 5-6 1 /2" 5-6 1 /2" 0 OPT, LO N OPT. � N , x 11 R ,--C.R,� OPT. OPT. ld0 'L&L"OPT. TV BEDROOM 4 (::�ATH 4 i OPj."' A'OPT i 0 BEDROOM 2 3'-11/2" 3'-11/2" OPT. BATH 2 L (� OPT. `BED OOM 3 R OPT. N < > WI -o, C 4 o N R OPT. 0 WI � 3'-6 1 /2" 3'-6 1 /2" 4---IN SOFFIT A,VP/GFCI OPT. TV —� r-i it SWITCH BELOW IN SOFFIT WP/GFCI-----------------------------------------------------''----------- SECOND FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER #WIGFCI 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 s4 SWITCH, 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 LIGHT FIXTURE / VAPOR PROOF L LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 0 EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT > OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE ,- PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR CEP ELECTRIC PANEL PROTECTED) SC SMOKE/CARBON Et ELECTRIC METER SMOKE/CARBON MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT O -OPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH CHIDES TELEPHONE OUTLET /O/ GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) eo GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TV AMIA S MEDIA /SWP BOX DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER �-2" PVC CONDUIT P 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM I Tb fit-- — _I ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT G T 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL uro 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I 11#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O � M� � r4 �) W oo 41 c� O 0 VJ O 00 'Irr, N Ur-+ M O c� O coo r..j as N � *PulteGrou,,!,p 25 Cn O n Z 1 w O 00 N U p o � U � cn U � o w .� cas w � 0 cz O cu00 � Q PRODUCT MANAGER IRELEASE I DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.22 Tr �r --- r-7- THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) O O MO ? r--+ N °O 41 c� o 0 0�..0{� tt I\ c� !"1 d1 C:) d1 U � `r--q �44 I M as � o N � tPulteGroup- C1-4 O _O � O � w cn cc o � c � � 0 x w 0 x m I u') PRODUCT MANAGER RELEASE I DATE: xx /xx /xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET pill THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY I I I I I 5'- 13'-5° WATER CLOSET HEI� PER SPEC 0 VANITY LAV--(D PER SPEC N O CV O 0 3 c `ter FF 0 N cl- 0 L L CV O N GD SECOND FLOOR PLUMBING PLAN w SCALE 1/4 - 1 -0 (NOTE: SCALE 1/8 - 1 -0 ON 11x17 PAPER) G 0 a O M MO J � r-- ( 00 45 VJ � \ O 00 IT Ln d1 -f✓ N U `Y' r--1 cns 1:1 � o � w N � *PulteGr,ou,t-.v- => _O � w 00 � N 0 p po O CCY(y-i %O00 �I � Q M 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 P1.21 A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIM UM MUM 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, LOCAITONS, 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, 0 Q R 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-POSIIVENL06: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-16 140 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 "C" 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIV E SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSU RE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM N MUM BEARING CAPACITY OF 2000 PSF. SF IS PRESENT PRIOR TO FOOTING PLACEMENT. 2. ALL FILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATOR Y 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 BACKFILL AND UTILITY 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 FILL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER � 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, ACI 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 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE Y2" TO 2 Ya" IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL E. MASONRY WALL CONSTRUCTION: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 3 0 0 a CV O N cD W 0 MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (f rn = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8" x 8" x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S" OR "M". COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) 15 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK #4 20" 3" 10" #5 25" 3-3/4" 10" #6 34" 4-1/2" 11" #7 42' 5-1/4" 13' F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO BE: CLASS "B'. MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. 4. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. 5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8' -3/8' 6=8 in +/- 1/2" -1/2" 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 2-34' FROM ANY EDGE FOR r BOLTS AND 3 r FOR V AND %' BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5" MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24' TO 16'). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM J 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 (I.E. 3" NAILS). WHEN GAP IS GREATER THAN 1 1/2', INSTALL NEW ANCHORS. TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2' 4. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY V OR LESS, NO REPAIR IS NECESSARY. G. WOOD FRAMING: 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN )" AND 1 Yz', GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 )', CONTACT THE E.O.R. FOR REPAIR. 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. 5. NOTCHED STUDS IN WALLS 2, EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER • 16" O.C. FOR WALLS 9'-5' OR LESS. STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING 3. INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPF OR SP NUMBER 2 OR BETTER • 16" O.C. MAX. (U.N.O.). WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 2x4 SPF, SP, OR METAL STUDS ® 24" O.C. MAX. WIDTH IN BEARING WALLS (1-3/8'F0R A 2X4 STUD OR 2-3/16-F0R A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. WALLS (2-1/8'F0R A 2X4 STUD OR 3-5/16-F0R A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN 6. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4"X1-1/2' -1-CORRESPONDS SIZE OF SAME SPECIES, GRADE AND PLY COUNT. SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'j'-SDS3 WITH (12)-1/03'SDS SCREWS, WHERE TO THE b.) FOR 2x4 STUD WALL PROVIDE: (1) 20 KING STUD AND (1) 2x4 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. NUMBER OF STUDS IN THE MULTI -PLY. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 6. NOTCHED TOP/BOTTOM PLATES 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH Y2' TOLERANCE (2-PLY MIN), a. FOR PLUMBING/MECHANICAL UTILITIES UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8" O.C. FOR EACH, U.NO, A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT 9. PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2"WIDE AND MUST BE 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. FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS UNLESS NOTED OTHERWISED. REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/2-T0 THE 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL. TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1-FROM THE EDGE OF THE PLATE. THE REQUIRED 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS TAB0VE BELOW IT OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT / SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. EXTENDS 1-1/2'BEY0ND THE PIPE ON EACH SIDE). H. PREFABRICATED WOOD TRUSSES: b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTTLIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3' WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND MSTC52) FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. L. JURISDICTION SPECIFIC INFORMATION: 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" (INCHES) O.C. MAX. OR AS OTHERWISE NOTED. 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MINIMUM EXTERIOR 4. - FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. GRADE SOFFIT BOARD WITH A C MEN I P PROVIDED THAT IT IS PAINTED MEETING THE D E 11110US KNOCKDOWN FINISH IS ACCEPTABLE 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7 ON 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216)INSTALLATI0N GUIDELINES. THIS DELEGATED TRUSS SYSTEM ENGINEER. APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 2. SOFFIT, OTHER THAN THE EXTERIOR GRADE SOFFIT BOARD OR SOFFITS USING HIGH -RIB METAL LATH AND STUCCO, SHALL HAVE THE 8. ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP), THE GRADE SHALL BE DETERMINED BY THE DELEGATED PRODUCT APPROVAL NOTED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS SUBMITTED. ALL ALUMINUM OR VINYL SOFFITS SHALL 9. TRUSS ENGINEER 0 TRUSS SYSTEM I A ALL TRUSS -TO -TRUSS CONNECTIONS, BOTH GRAVITY AND UPLIFT, ARE DELEGATED T THE M ENGINEER AND CALLED FOR ON MEET OR EXCEED THE REQUIREMENTS NOTED ON THIS SHEET IN REGARD TO DESIGN PRESSURES. ALL ALUMINUM MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS TO COMPLY WITH THESE MINIMUM DESIGN PRESSURES. INSTALLATION IN x x.. . �. =- r;,( THE MANUFACTURER'S LAYOUTS. ACCORDANCE WITH THESE REQUIREMENTS WILL COMPLY WITH R703 AND R704. ALL VINYL SOFFIT SHALL COMPLY WITH THE I. ANCHORAGE: MANUFACTURER'S INSTALLATION INSTRUCTIONS AND R704. Roof Premres 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS Zane l Zone 2 one 3 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"x0.229" PLATE > 2. WASHERS EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED Zone 2-e Zone 3e EXPANSION ANCHORS SHALL BE: SIMPSON "STRONG -BOLT 2" -5. TNIA 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED ° SCREW ANCHORS SHALL BE: SIMPSON OITEN 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 'AT-XP' 'AT-XP' �``F N ' ADHESIVE ANCHORS SHALL BE: SIMPSON SET-XP" OR SIMPSON SIMPSON MAY BE SUBSTITUTED FOR SIMPSON SET-XP'. Zone 2-r 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 21.2-52.5 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 "DTEN SCREWS' DESIGN PRESSURE CALCS 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED 7. ADHESIVE ANCHORS SHALL BE: SIMPSON 'SET" INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION s 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 TW/ MIN. 2 3/4" EMBEDMENT DEPTH AND 4'EDGE DISTANCE. - Ef i b) 1/2' DIA. SIMPSON `TITEN 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 Descripti r1 Zone of ALea ft,' POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9. PRE -APPROVED SUBTITUTONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: 16070 OH Q 16 7 11 a) 1/2" DIA. SIMPSON TTEN HTW/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4"EDGE DISTANCE. 8070 OHGD- - 8 7 5 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 6080 SGD 4 6 8 48.0 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 25SH 4 3 5.25 15.8 OF THE PLATE, A MINIMUM OF 1 3/4" FROM CONCRETE EDGE, AND SPACED AT 24" O.C. MAX. 4 5 31.5 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 4 9 5.25 47.3 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. 4010 FIXED 5 4 1 13. BOLT HOLES SHALL BE 1/16" MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS 3080 DOOR 8 A OR NUTS AGAINST WOOD. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. 05 4 3 5 15.0 J. WOOD STRUCTURAL SHEATHING: 16080 SGD 4 16 a 128.0 26 H 4 5 6 6 36.0 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. 2030 FIXED 4 2 3 6.0; K. FIELD REPAIR NOTES: 00 S H & 3050 SH 4&5 7 5 35.0 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 3Y" 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. Wall &Soffit Pressures • Positive Pressure ABBREVIATIONS: A. PLYWD = PLYWOOD B. OSB = ORIENTED STRAND BOARD C. NAILING: C.A. 8d = COMMON NAIL C.B. 10d = COMMON NAIL C.C. 12d = COMMON NAIL C.D. 16d = 0.135" x 3 1/2' GUN NAIL C.E. EN = EDGE NAILING C.F. FN = FIELD NAILING C.G. SN = SIDE NAILING C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. FIND = FOUNDATION J. MAX = MAXIMUM K. MIN = MINIMUM L. O.C. = ON CENTER M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 0. TYP = TYPICAL P. U.N.O. = UNLESS NOTED OTHERWISE Q. I.L.O. = IN LIEU OF R. w/ =WITH S. WD = WOOD T. EE = EACH END U. HDR = HEADER V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. AIR = ALL THREADED ROD Z. S.C. = SAW CUTS AA. C.J. = CONTRACTION JOINT AB. DEN = DOUBLE EDGE NAILING AC. COL = COLUMN AD. REIN = REINFORCEMENT AE. PLT = PLATE AF. CANT. = CANTILEVER AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE �4 VALUES. VALUES ARE TO BE INCREASED AS REQUIREMENTS REQUIRED BY MORE STRINGENT LOCAL RE Q Q ,O A, ARCHITECTURE: AA26002802 C,O.A.# ENGINEERING: 294 T OMA8 A. WES R, PE P.E. # 7 242 FLORIDA 9 BE NJAMI N NIESE, P P. .# 86026 FLORIDA 6/18/21 DATE 111111 t 71 Z 111 !< `*to 7111IIV LO � t'J � �) W r4 �o c'n O 000 n� cu UT__4 m Z ecn c3 • '1 •O � w bA C� F. N IC) *PulteGrou,i7r, PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SO.1 (1) #5 REBAR w/ 25" LAP 8" OR 12" SQUARE U.N.O. OR ROUND C.M.U. 8" C.M.U. FINISH PER ELEV. COL. PER PLAN 4-0" SLOPE FINISH GRADE —� I MO NOLITHIC F UN 0 D op I a a I - Z PAVERS PER SPEC. ` . CONCRETE FOOTING W/ (2) #4 DIA. RODS w/REBAR AS NOTED CONT. ON CHAIRS 9" STARTER :: y ON FOUNDATION PLAN 1-0" COURSE (IF REQUIRED) PER PLAN 1'-4" @ 2 STORY ALT. CMU SEAT @ -1 �01 EXTERIOR MASONRY WALL FTG FROM FROM TOP OF SLAB F03_ MASONRY COL. ON SPREAD M. (Pav( SCALE: 1/2'=1'-0 PER ARCH Z LZ a� Of co OIL 0'-0" a Q SLOPE PAVERS OR SLAB PER SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN 01 F03D MASONRY COL. ON SPREAD FTG. SCALE: 1 /2"=1'-0 3/4' RECESS IN SLAB 10 1/2" FINISH FLOOR w 4" 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25' LAP MIN. (1) #5 REBAR W W Of m eD p Z SCALE. 1/2'-i'-0 PER ARCH z � J L.� cn o W �m 11 0'-0" ' ¢ SLOPE =: P� CONCRETE FOOTING • ^ ! = + w/REBAR AS NOTED ON FOUNDATION PER PLAN PLAN (IF REQUIRED) 8" C.M.U. WALL FINISH PER ELEVATION 3/4" RECESS IN SLAB FINISH FLOOR SLOPE ........... MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2"=1'-0 RECESS WITH PAVERS 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d 1/2" G.W.B. EA. SIDE GUN NAILS 012' O.C. STEP PER PLAN SLOPE , 4" 1'-0" 6 1/2" (1) #4 ROD CONT. ON CHAIRS UNO STEP CONDITION os THICKENED SLAB GARAGE (NON -BEARING) REINF. PER PLAN 8" OR 12" SQUARE III w/LAP PER OR ROUND C.M.U. COVERSHEET COL. PER PLAN I Uj 0'-0" > SLOPE I p c. m cc D o z CONCRETE FOOTING -' w/REBAR AS NOTED. ON FOUNDA11ON PLAN • ' ' — (IF REQUIRED) PER PLAN 01 MASONRY COL. ON SPREAD FTG. (Concrete) 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25' LAP MIN. (1) #5 REBAR nv W CD o Z I � 8" C.M.U. WALL FINISH PER ELEVATION SLOPE J p MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1'-4" 0 2 STORY 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d GUN NAILS 012' O.C. START SLOPE HERE 2" SLOPE FLUSH CONDITION SCALE: 1/2"=1'-0 :* I CORNER BAR WITH 25" VERTICAL DOWEL :' '.:.; ':% MIN. LAP SPUCE EACH AS REQ'D IN PLAN ' ` SIDE. SAME SIZE AS CLEAN COMP -JJ CONT FOOTING STEEL. ALTERNATE TO CORNER .N-�y'1.`J _' ..; ... �,,., NUMBER OF CORNER SPLICE: PROVIDE CONT. STEEL REINF. BARS BENT '1�.' s', .;.:. :.; .: r BARS EQUALS NUMBER OF CONT. BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE' BUILDING CODE. NUMBER OF REBAR „ PER PLAN 71 25 MIN. PVC SLEEVE LAP SPLICE 1'-4' @ 2 STORY F12 REINF. PLACEMENT AT FTG. CORNERS F13 BEARING PENETRATION DETAIL SCALE: 1 /2'=1'-0 (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. FINISH GRADE SLAB SLOPE THICKENED SLAB EDGE SCALE: 1/2'=1'-0 SCALE: 1 /2'4-0 811�'r1N1� 2x AT 24'O.C. MAX. 1/2" G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS PAVERS TYP. (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM VERIFY LOCATION IN FIELD (1) #5 REBAR w/30" LAP MIN. FINISH GRADE PER — PLAN FINISH GRADE ''=1 I I. � ,_ :.:•. •::: ;�.:::_ .....I�— III=' '•I PAVERS PER PLAN (2) #4 REBAR MASONRY WALL ON CONTINUOUS FTG. SCALE: 1/2"=1'-0 SCALE: 1/2"=1'-0 MASONRY COLUMN PER PLAN SLOPE REINF. PER PLAN CMU COL. PER w/LAP PER PLAN COVERSHEET #5 BAR w/ 25" MIN LAP W CD¢CD PAVERS OR SLAB PER '' m SPEC. CONCRETE FOOTING • ' + `' �. - w/REBAR AS NOTED ON FOUNDATION PLAN PER PLAN (IF REQUIRED01 MAS NRY COLUMN ON SPREAD FTG. (Pavers] PAVERS OR SLAB PER SLOPE ' SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN •. + (IF REQUIRED) — PER PLAN MASONRY WALL CORNER ON SPREAD FTG. CMU COL. PER PLAN —#5 REBAR w/25" MIN LAPLLJ Cn -0'-0" SLOPE W �O ¢ Z W � m CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN `' -�-- '-` (IF REQUIRED) PER PLAN Hers) MASONRY WALL CORNER ON SPREAD FTG. —#5 REBAR w/25" MIN LAP J ¢ Z m C5 o Z I SCALE: 1 /2"=1'-0 SCALE: 1 /2"=1'-0 (1) #5 REBAR AT EACH FILLED CELL CMU STRUCK BOTH WAYS GROUT BE Cr ii w „ -O -O w ¢ POURED CURB O� FF � Q SLOPE —► FINISH GRADE r ,. 00 00 I 00 o —MONOLITHIC FOUND. MONOLITHIC FOUND. ' e_ �° - w/(2) #4 DIA. RODS W/ (2) #4 REBAR „ 1 -8 $ " 1� CONT. ON CHAIRS CONT. ON CHAIRS 1'-4 @ 2 STORY " F� EXT. MASONRY WALL 0 GARAGE Fo7z EXTERIOR DOOR SILL 0 POCKET I ZERO CORNER SGD SCALE: 1/2"=1'-0 SCALE: 1/2'=1'-0-� SCALE: 1/2'=1'-0 _ Z 2-1/2" @IMPACT a GROUT BED DOOR DOOR PER SPEC Q PAVERS PER SPEC PAVERS PER 3 a DOOR PER SPEC (THICKNESS VARIES) DOOR THRESHOLD o' SPEC (THICKNESS VARIES) DOOR THRESHOLD PER PLAN ` :.' 0'-0" F.F. E SLOPE 0'-0" F.F. SLOPE7/ 0,-0„ PER PLAN x �' ALT. BRICK PER PLAN 00 . .. ... .P ........... a, 00 THRESHOLD -' I m I I —III ;I I' I o III —III —III '' I I J 00 :III III—I_II1-''' '.. —I I I_I I I; I �, I I I-1 �1 I I- 3" - I I I=1 I I- MONOLITHIC FOUND. 711'`-4 11, '-0" I, MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" 1'-0" ODS CONT? ON4CHAIRS t 0 2-S�TORYr w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 1'_4• ®2_STORY y: ` _ CONT. ON CHAIRS CONT. ON CHAIRS .. III ALT. FLUSH BRICK 1'-4' • 2 ST Y Fob EXTERIOR DOOR SILL @SGD Pavers EXTERIOR DOOR SILL ENTRY Pavers THRESHOLD EXTERIOR DOOR SILL Cad ENTRY (Concrete) SCALE: 1 /2'=1'-0 SCALE: 1 /2"=1'-0 2X AT 16' O.C. W/ 2X AT 16" O.C. W/ 1/2' GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR 1/2' GWB EA. SIDE 2 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT STEP PER PLAN SLOPE SLOPE - — (2) #4 ROD CONT. (2) #4 ROD CONT. ON CHAIRS 6" 1'-0" 10 1/2" ON CHAIRS 10 1/2' 1'-0" 10 1/2" STEP COI FLUSH CONDITION FF� THICKENED SLAB 0 GARAGE (BEARING) SCALE: 1 /2"=1'-0 PENETRATING li'L�'llaall 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS VI 30"x30"x12' CONC. FTG. w/ (3) #4 r— REBAR EA. WAY L J VEHICLE SIDE OF PEDESTAL REBAR 3" OM TOP & 10" NO @ BOTTOM N L 30" L GAS WATER HEATER PEDESTAL(GAS COMMUNITIES ONLI� SCALE: 1/2'=1'-0 LOCATE PER ARCHITECTURAL DRAWINGS (1) #4 REINFORCMENT " SEE FOUNDATION PLAN 4" BAR CONT. J r CONC. PER SCHEDULE W SLOPE TO DRAIN SHOWER RECESS SCALE: 1 /2'=1'-0 SCALE: 1/2'4-0 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT (2) #4 DIA. RODS CONT. ON CHAIRS d- CV -0" 10" 611 THICKEND SLAB 0 INTERIOR WALL SCALE: 1 /2"=1'-0 2X AT 16" O.C. W/ 1/2' CWB EA. SIDE C.O.A.# ARCHITECTURE. AA26002802 G.Q.A.# ENGINEERING: 29349 I-1 THOMAS A. WEBER" PE P.E. # 73242'FLOR'.IDA 8 BENJAMIN N1EBE, PE RE4815026 FLORIDA 6/18/21 DATE N. T`�'tiik`tY� O M r--a OCR Cn O vJ O 0 t\ T t -) v '}'+ N U `Y' c� •� Q "O � w bA r c� co 4-j O N a� tPulteGrouir sue_ i s� N m •� W v o_ c'V O o � w Cn �Q 1 _ (� � V W r Q -41 o � a$ O as ic Q w x � 00 w PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S1.0 WALL BASE SCALE: 1 /4"=1'-0" Fog, wki L J � �w m #5 REBAR IN VERTICAL GROUT FILLED CELL ROUGH OPENING BELOW PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAIL w N.T.S. MITER LINTELS BY FIELD CUTTING #5 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL #5 BAR AS SHOWN °l1 COLUMN BELOW rd C O 0 14 M C? i 0 r n �J 0 t s\ 00 Ln ON c , cn cn t`J ..cz '-4 � w 0 rm � cf N as PRODUCT MANAGER RELEASE PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2.1 SECOND FLOOR FRAMING PLAN SCALE: 1 /4"=1'-O' LEGEND XX XXX DETAIL INDICATOR LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO 3'-4' DOUBLE 2x6 ------- S-5' - 6'-0' DOUBLE 2x8 ------- 6--1' - 8'-6' DOUBLE 2x10 2 JACK STUDS EACH END. 8'-7' - 12'-6' DOUBLE 2x12 2 JACK STUDS EACH END. Ca®.A,# ARCHITECTURE: AA26002802 O O 1 v� r� O V J\ O ;-f o v� en U `e' di cz • PEI v - O � w pool rr-q co c() -4--A N AL -Wulte(airoup- PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx G.O A.# ENGlNEERiNG» PROJECT TYPE 29349 Single Famfl 0 THOMAS X WEBER, PE P . # 73242 FLORID 8 8ENJAMIt NIESE, PE SPECIFICATION LEVEL P..E. # 86026 FLORIDA Pulte 6/18/21 DDT PLAN NAME ~►. %. s Whitestone NPC CHILD NUMBER _ 2117.501 rz SHEET S2.2 ��NA11•.6;t .�. rri 11 �i�� i��•�.�.i�. a�.ai,'r illlkill lull .dLn,��tluYililn O o O cc v 4 oo •� o 0 ul) .o 0 � o0 Q`n a� � o 4� a� U � o � w cn N PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S3.1 00 O� c� �o c� 0 . 0 �IT Qu'j �o v� -N N U `Y' as � o � w cz (Y) 4-A N � 0 PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S3.2 Nw0 STRUCTURAL SHEATHING, SEE PLAN AND DETAILS [AD ATTA/ LI11[AIT PRE-ENGINEERED WOOD TRUSSES AT24.O.C. MAX. -OR- 2x BLOCKNG AT SHEATHING EDGES wl 2x RIBBON BOARD ATTACHED TO (3) 8d NAZIS INTO TRUSS TRUSS WI (3)1 Od NAILS, 24' O.C. CONTINUOUS STRUCTURAL CENTER MAX. SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING SHEATHING DETAIL NAIL PER TYPICAL SHEATHING DETAIL TYPICAL TRUSS ANCHOR PER PLAN [DETAIL AT TRUSS HEEL > 9114' TYPICAL TRUSS ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. p.e. 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 w/ HEEL < 9114' ROOF TRUSS ON MASONRY l V 1 /2„scale: =1'-0" R STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 T' BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 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 WTH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. NOTE: STRUCTURAL SHEATHING SEE PLAN REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS AND DETAILS FOR ATTACHMENT MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (Le. HEEL HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED WOOD N TRUSSES AT 24' O.C. MAX -OR- 2x BLOCKING AT SHEATHING EDGES WI 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS WI (3)1 Od NAILS, 24' O.C. CONTINUOUS STRUCTURAL SHEATHING CENTER MAX SPACING NAIL PER TYPICAL SHEATHING DETAIL CO TINUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL FRAMING PER PLAN FRAMING PER PLAN STRUCTURAL SHEATHING, DETAIL AT TRUSS HEEL > 91/4' 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 DWGS) CONTINUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL DETAIL AT TYPICAL TRUSS w/ HEEL < 91 /4' 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. SHEATHING 6 CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON INSIDE OF THE WALL wl H2.5A @ EVERY OTHER STUD TO TOP PLATE. EXT. SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. c. INSTALL ANCHOR AS CALLED FOR ON THE PLANS. TWIST STRAPS ARE TO BE INSTALLED ON THE INSIDE OF THE WALL ANY STRAPS FROM THE STUDS TO THE UNDERLYNG STRUCTURE WILL BE CALLED FOR ON THE PLANS. d. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP PLATE. EXT SHEATHING 6 CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. ROOF TRUSS ON FRAMING R02Scale: WM-010 1 /2"=1'-0" 2x4 BLOCKING AT DIAGONALS ONLY, ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" ("EMI I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. STRUCTURAL SHEATHING y y WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w/ 12d's AT 4" O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE PLAN AND DETAIL. CONT.2x4 CONTINUOUS / 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED BRACE) NAILED TO DIAG. w/ 10d GUN @ TOP STRUCTURAL NAILS @ 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48' MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. 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 "ABE�ENDTRUSS BRACING �PT�tlR09D MNG AT 24 DCR (8) 10d NAILS EACH ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. 2x LA DER FRA I . EQ D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 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 @ EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING (4) 1/4" 4 c 2-1/4" MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 CONDTIONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDIITONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. R13 MISSED TRUSS STRAP REPAIR Lu (TYPICAL CMU WALL CONNECTION) T =10% HOUSE WIDTH RIDGE X 1O GABLE END l BOSTON HIP 2 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d @ EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 20 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR - PER PLAN 2x4 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS SHEATHING PER PLAN. GABLE TRUSS PER PLAN EDIMENT BLOCKING @ GABLE -VALLEY SET TRUSSES AT 24" O.C. -ROOF SHEATHING PER PLAN -MIN. 9" LONG 20 GA. FLAT STRAP w/ (8) 1Od -SHEATHING PER PLAN. -OR- 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. RWW-020 (D,p VALLEY SET OVER FRAME 3 T =10% HOUSE WIDTH X X XI X 3 RIDGE —' 1� GABLE END x X 3 GABLE14 T =10% HOUSE WIDTH �X, < (D RDGE--lr 0 HIP "X3 ROOF SHEATHING NAILS ROOF FASTENING ZONES 8d RING SHANK 0.113'x 2-318' 1 2 3 SHINGLE: 7/16' SPAN RATED SHEATHING OFFSET DIMENSION'(' =10% HOUSE WIDTH x TILE:15132' SPAN RATED SHEATHING PANEL EDGES @ SUPPORTS (1) 6'O.C. 6'O.C. 4' O.C. METAL: 15132'SPANRATED SHEATHING PANELFIELD (1) 6'O.C. 6'O.C. 6'O.C. NOTES: *DESIGNED WITH ENGINEERING 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL RATIONAL THAT MEETS ASCE7.16 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION T OFFSET FROM ROOF EDGE. 30'WIDE HOUSE = TZONE, 4VWI)E HOUSE = 47ONE, 5VWDE HOUSE = 6ZONE, 6VWDE HOUSE = FZONE ROOF SHEATHING ATTACHMENT DIAGRAM R 11 Scale: 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 8'-0' BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND @ 32' MAX. SPACING IF LENGTH IS LESS THAN 4'-0" USE 2x4 "L" BACK, IF LENGTH IS GREATER THEN 4'—O" USE (2) 2x4 "L" BACKS. NAIL "L" BACKS w/12d @ 12"O.C.(NOTCHED @ TOP w/2-12d TOENAILS "L" BACK —EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLANJ PARTIAL GABLE END TRUSS DETAIL R09C PARTIAL GABLE VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN )EE PLAN VENT RED 24" O.C. 20 BLOCKING AT 2'- O.C. w/ (2) 12d TOE EACH END TO TRUSS ` SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" MAX. GAP FROM TOP OF VALLEY SET TRUSSES 8" CMU WALL. SEE PLAN WALL TO BOTT, OF BLOCKING AT 24' O.C. FOR VERT. REINF. ROOF SHEATHING PER PLAN 7 R0 WALL BRACING AT NON -BEARING .EXTERIOR WALL >HEATHING PER SHEATHING 'LAN. PLAN. -OR- --------------------- 2x4 PURUN @ EA VALLEY (1) SDWC15600 TRUSS SCREW TRUSS. NAIL TO COMMON TO EVERY TRUSS BELOW TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL @ 8" O.C. 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. 2x4 w/ (2) 12d NAILS —� SIMPSON H10A w/(16)8d NAILS MIN. - STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLAN FASCIA SEE ARCH. DRAWINGS CMU Zx4 ULUGKINU Al UTAGUNALJ UNLT. A I IAGH Al LAUH 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. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x41" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'4 USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 2x SHTG. 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 BLOCKING "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 8" CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE " STRUCTURAL SHEATHING PER SHEDULE w/EDGE NAILING PER DETAIL (2)1Od NAILSIN @EA.OUTRIGGER +• .` .4 2x4 OUTRIGGERS @12ro.C. 2x BLOCKING BETWEEN TRUSSES, TOENAIL @EA. END CONT. 2x FASCIA WI(2)16d NAILS AT EACH OUTLOOKER 8X12'(MIN) CONCRETE RAKE BEAM WI(2)#5 @TOP & BOTTOM FILL CELLS ACCORDING TO DETAIL CALLOUT ON STRUCTURAL DRAWINGS 2x4 PT. LEDGER ATTACHED TO WALL w11/4W-3/4' TAPCONS @ 24' o.c. OONE .C.@ APPROX. OX. 45-DEGBRACE NEAR THE EANGLEAND THE REMAINDER AT 48 GABLE END DETAIL @ CONCRETE RAKE BEAM R33 Scale: SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP 1/2"=1'-0" RWM-330 NAILED W/ (2) ROWS 10d GUN NAILS @ 8" O.C. TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN R09B DUTCH HIP GABLE TRUSS BRACING DETAIL WDROPPED GABLE Lu 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" 2 O.C. AND 4" O.C. TO RAFTER/SUB-FASCIA —IPER PLAN 2x4 FIELD FRAMED RAFTER @ 16" O.C. MAX SPACING - TOE NAIL ONE SIDE OF RAFTER TO LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE ... SIDE, INSTALL A35 W/BOTTOMS BENT AND ATTACHED TO BOTTOM OF LEDGER & RAFTER w/ 10d x 1 1/2" NAILS. CONNECT TOP AND BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS 2x4 LEDGER TO FASCIA CUT FRAME: PER SPECS w/ (2) w/ 1/4' x 3" WOOD SCREW @ 16" O.C. oS US PE N DE D RAFTER I IT%J Scale: C.O.A.# ARCHITECTURE: 802 .O A.'#A` ENGINEER41NIQ 28349 T'1 OMAS A� WESER, PE mE.. # 73242 FLORIDA I SENJAAa 04 NIE E, P RE. 86026 FLORIDA 6/18/21 DATE xxiA11,1111 \\ E OF Ak- N 0 N c2 0- (D U 0 O O O � m r--+ v� cn O 0 O 00 f'--1 Lf i v� N U 1-14 Codi e c�S3 • v.�� O }V w 0 2- Co N � *P u It e E Ira for Q N m •!4 1 R O N r—� O w L� c/3 00 1 ' % .ic � v N r=i � 0 p cUn u) O �w as Q w � O 0 O r�i M PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.1 O O . O . O O O O O O . o " o o o o o o 0 a o " 0 ---NOTE: SHEATHING 0 PROVIDE BLOCKING EDGES. 0 0 AT ALL 0 " o o 0 0 a o o 0 o 0 " o. o o o oo" o "oa o o ooa o 0 0o0 o 0 0 o 0 0 AIL 12 IN 0 O 0 SPACING AT FIELD o o 0 .. 0 EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16 SHEATHING Z 3 O.C. 3 O.C. 12 O.C. ALL EDGES SINGLE NAIL EDGE SPACING 1/2" 1/z s 0 0 0 1 /2" DOUBLE NAIL EDGE SPACIN( NAILING-_`20 BLOCKING AN STUD SPACING PER PLA STRUCTURAL SHEATHING PER PLAN SHEATHING SPLICE -SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL UL TOP PLATE CONNECTOR: X' (2) SDWC15600 SCREWS @ EA STUD DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2X P.T. SOLE PLATE w/ 1/2" DIAM. ANCHOR BOLTS (10 + 2) AT 32" O.C. MAX. w/7" EMBEDMENT OR 5/8" DIA. EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN. OR 1/2" DIA EXP. BOLTS AT 24" O.C. W11200 # ALLOWABLE TENSION MIN, ALSO AT CORNERS & JAMB w/ 30 PLATE WASHERS W10 STUDS AT 16" O.C. EATHING PER PLAN TOM PLATE CONNECTOR: SDWC15450 SCREWS @ EA STUD REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL w/UPLIFT 8" K.O. BLOCK w/ #5 BAR GROUTED SOLID #5 BAR w/ A.C.I. STANDARD HOOK AT TOP, LAP PER GENERAL NOTES POURED CELL w/ (1) #5 BAR CONT. FROM BEAM TO FOOTING 8" CMU WALL LAID IN RUNNING BOND DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUC 2x P.T. PLATE SECURED TO SLAB w/ 3" POWDER ACTU, FASTENERS OR TAPCONS (� O.C. OR (2) ROWS 12d GUN NAILS @ 12" O.C. W11 #5 REBAR w/ A.C.I. STANDARD HOOK AT TOP. LAP PER GENERAL NOTES BOND BEAM TOP COURSE LINTEL OVER OPENING EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 8d 3" O.C. 3" O.C. 12" O.C. ALL SHEATHMNG EDGES W02jut 1GABLE END SHEATHING DETAIL STUDS AT 16" O.C. 4THING PER PLAN \\\\\\\— REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL w/o UPLIFT W21 STEP DOWN TIE BEAM F21A 8" KNOCK OUT BLOCK w/ #5 BAR GROUTED SOLID #5 VERTICAL BAR IN GROUTED CELL 8" CMU WALL LAID IN RUNNING BOND TEPPED BOND BEAM OVER LINTEL AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. FASTENERS TO BE 1/8" DIA. MIN. AND EMBEDDED 3/4" MIN. MINIMUM SHEAR CAPACITY TO BE 150#. 2x ANGLE AS REQUIRED w/ (2) 10d TOE NAILS AT EACH END. STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN WINDOWS AND DOORS AND AT ENTRIES WITHOUT BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN BARREL FRAMING IS USED. STRAP INSIDE FACE OF WALL PER — W10 WHEN TRUSS STRAPS INSTALLED ON INSIDE (NON —SHEATHED) FACE OF WALL ` SIMPSON H2.5A @ TOP & BOTTOM OF OPENING FRAMING (JACK STUDS ONLY) DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16" O.C. — (6) 10d NAILS KING STUD TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA18 CENTER ON HEADER. STRUCTURAL SHEATHING PER PLAN (ON OPPOSITE SIDE OF WALL) 2x STUDS AT 16" O.C. EDGE NAIL SHEATHING PER PLAN MTS16 FROM EA. TRUSS TO HDR. — EDGE NAIL SHEATHING PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. STRAPPING AT INTERIOR PROVIDE 48" LAP SPLICE w/ (3) 10d FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16" O.C. HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO — MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS REQUIREMENTS PER PLAN. (1) SIMPSON LSTA24 w/ (18) 1Od FASTEN WALL SHEATHING NAILS U.N.O — CENTER ON BOTTOM AT 3" O.C. ALL AROUND HEADER OPENING CONNECT WALLS PER W10 DETAIL @— INTERIOR NON —SHEATHED WALLS DOUBLE SILL AS REQ. FOR 2x STUDS AT 16" O.C. SHUTTER ATTACHMENT SHEATHING PER PLAN @ EXTERIOR — WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) (1) SP4 TO KING & JACK STUD U.N.O. EDGE NAIL SHEATHING PER PLAN — II II NOTE: FOR EXTERIOR BEARING WALLS ONLY 1A► C VYPICAL FRAMED BEARING WALL Y Y V %J 1'-T& 0"-16" MAX. GAP 20 FILL w/ 2" MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. 1x P.T. SHIM NOTES: FALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION DETAIL. WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. W13 ARCH FRAMING DETAIL ROOF SHEATHING PER PLAN TRUSSES PER PLAN TRUSS BOTTOM CHORD PER MANUF. @ 24" O.C. I EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM I I OF HEADER PER PLAN HEADER PER PLAN, (2) PLY MIN, ADD JACK/KING STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL AS REQ. FOR SHUTTER ATTACHMENT EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3" O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT II II II II II II II II II II II II =u=uu NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING EBAR, CONT. IN I BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. EBAR VERTICAL IN FILLED CELLS, PLAN). EBAR VERTICAL ED 25" MIN. U.N.O. ' CLEAN OUT AT ALL D CELLS. FOUNDATION PLAN DETAILS FOR FOOTING -ORCING. 1v. LN kill fUML/ W19 j TYPICAL FILLED CELL DETAIL —BOX HDR. TO BE HELD FLUSH WITH LINTEL PER PLAN - BOTTOM OF LINTEL - FIELD FRAME HEIGHT MAY VARY ABOVE AS NECESSARY FROM DRAWING 2X12 BOX HDR. W/2x8'S TOP & BOT. FASTEN w/10d X 3" NAILS @ 6" O.C. 2x8 TO 2x12 PT 2x12 AT WALL TO BE FASTENED TO PRECAST w/ (2) ROWS STAGGERED OF 1 /4" x 4" TAPCONS 16" O.C. MAX. S.G.D PER PLAN, INSTALL PER MAN. SPECS. POCKET S.G.D. DETAIL W32 O O m I r-a o0 c� O � 0000 N ro U r--a `r' r.-I ''_'' f� w bA as Cf N � 79111[PulteGroupW PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX C.O..A.# ENGINEERING: PROJECT TYPE 29349 Single Famil `:D THOMAS A. WEBER, PE P.E. # 73242FLORIDA 8 BENJAMIN NIE$E, PE SPECIFICATION LEVEL RE,#86026 FLORIDA PUlte 6/18/21 DAi��1�tli illit � si1►�... ,��, PLAN NAME -... .. � 1 Whitestone NPC CHILD NUMBER 2117.501 .4 '*^ ' TAT �(j -• SHEET d INT. FINISH . ixWOOD 1x P.T. BUCK ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL SILICONE SEALANT FINISH PER ELEVATION WOOD BUCK ATTACHMENT: 1x CUSTOM P.T. BUCK TO MASONRY MATCH FRAME WIDTH, ATTACH wl T NAILS @ 4' FROM ENDS AND 1T O.C. REMAINDER. ATTACH WINDOW THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL ALTERNATE: 2x OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS < 21/0 =11410 x 4' TAPCONS @ 4' FROM ENDS AND 12' O.C. REMAINDER. w11114' EMBEDMENT TYPICAL C WINDOW ATTACHMENT DETAIL N.T.S. WT. FINISH 1xW 00D 2x P.T. BUCK ATTACH DOOR PER FLORIDA PRODUCT APPROVAL BRICK MOLD FINISH PER ELEVATION WGM-140 WOOD BUCK ATTACHMENT: C 2x OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS < 2114' =11410 x 4' TAPCONS @ 4' FROM ENDS AND I? O.C. REMAINDER wl 1114' EMBEDMENT ALTERNATE: 1x CUSTOM PT BUCK TO MASONRY MATCH FRAME WIDTH, ATTACH wl T NAILS @ 4' FROM ENDS AND IT O.C. REMAINDER. ATTACH DOOR THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL TYPICAL DOOR ATTACHMENT DETAIL scaie: N.T.S. EXTERIOR CONC.WALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. EXTERIOR CONC.WALL 1/4'DRIVE-IN ANCHOR GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. WGM-150 2X6 WOOD BUCK H AN RED T CO TO CMU wI 11Yx 61'BOLTS OR 518'x 6'SIMPSON ■ TTTEN HDS w ?WASHERS AT 24O.C. & 1 0 FRAME TO BUCK TO WITHIN 6' OF TOP AND BOTTOM, OR (2) ROWS OF 114'x 3' MASONRY SCREWS @ MASONRY 12' O.C. STAGGER ROWS 6' FROM EACH END 112'x 2114' HILTI SLEEVE ANCHOR OR EQUAL MIN.11/20 EMBED INTO MASONRY (1) PER BRACKET FRAMETO MASONRY TYPIr .AI rAn,&rF nr)rlR ATTArNnnF=niT N. T. S. STUD COLUMNS PER N SDS SCREW 016' O.C. — STAGGERED EACH SIDE OF POST (RESULTING IN 8' O.C. OVERALL SPACING) IUD COLUMNS PER PLAN 4-PLY: N x 5' SDS SCREWS 5-PLY: r x 6' SDS SCREWS 6-PLY: Al x 8' SDS SCREWS 7-PLY: N x 8' SDS SCREWS CS16 OR EQUIV. (TOP, MIDDLE AND BOTTOM) 0d NAILS @ 8' O.C. I PLY) PRIMARY METHOD \_QT) in DA(%v nPTen (2) 10d NKS ® 8' O.C. (EACH PLY) ALTERNATE METHOD FOR (4) PLY OR MORE STUD COLUMNS WGM-160 12 PER ELEV. INTERIOR STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DWGS ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS I1 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 O'-V FIN. FL FINISHED GRADE d. MONOLITHIC FND., SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH, & REINF. REQ. )TYPICAL 1 STORY WALL SECTION stole: 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 TILE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS I� REFER TO PLAN FASCIA PER COMMUNITY SPEC. SOFFIT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING w/ PRECAST SILL PER PLAN SEE STRUCT. FOR ALL REINF. REQ. EXTERIOR INTERIOR SEE STRUCT. DETAILS FOR VARIATIONS 0' V FIN. FL _ e da o FINISHED GRADE AMONOLITHIC FND., SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. TYPIr.AI 1 gTr)PY WAI I gFr.TinK] NITS CMU WALL PER PLAN ATTACH A20. TO CMU w1(6) EQ. SPACED 3116'x31/4000NCRETE SCREWS wl WASHER HEAD. 6' MAX FROM TOP AND BOTTOM. ALTERNATE: ATTACH A 2x P.T. TO CMU wl (3)112'A.B. wl 6' EMBEDMENT, SPACED AS SHOWN w12X2 PLATE WASHERS. BOLT INTERIOR WALLS TO CMU ONLY WHERE FM DETAIL IS CALLED OUT ON PLANS. FILLED CELL PER PLAN PRECAST LINTEL GRAVITY LOAD TABLE V4-2. LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS, CAST-C€tETE, LOTTSCONCRETE, QUALITY PRECAST CO - MAXIMUM LOAD (PLF APPROX. MAX- CLEAR TYPE A 5' TYP E B 12°' TYPE B 4 TYPE B** 1 T' PE B 2,Li" TYPE B 2 ' TYPE B 29' TYKES 32" TYPE UNTELLENGTH OPENING .F LNTEI:M a:.UN 31369 3719 3290 5163 15607 B{Tj,4 9502 3G69 3719 32SO 5163 6667 81354 95G2 IL-000 3, 6" 2, 2" 2231 3 4>0' 2' 8" 1783 2561 2751 32S11 382,13 4890 5961 7034 8107 1969 2M 2992 2931 3756 4576 5400 6224 4' 6` 3° 2" 1343 u f \ \ y 1349 1438 1716 1999 2%G 3132 3696 4249 4�9" 3' 4' 1217' 13 1438 1715 1999 2560 3132 3696 4649 5. Es 4Yth.. IC06 1105 1173 16GO 1631 2090 2549 3 3470 5' 1Y'4` 6' 860 1232 2177 3738 341 3031 37D7 4383 506 61 e5A2' 71 A\ z: ¢ z . 7` 6Pm '5. 2,s 57D 991 1729 2109 7-632 22135 2698 3191 3685 all a Z , m 7 s 4 I 1160 15,16 1626 2564 34S6 28,18 3302 \ \ 699 116G N/A 16225 2564 3486 2918 3302 535 990 N/A 1247 2093 2777 2163 2536 19 6' q` 2'' 354 Z \\ \ \ \ \ ar rvr 567 89D N/A 1366 1346 2423 32227 4006 %A . 12* '' 1�1 292 525 973 N/A 1254 1684 2193. 2895 3552 pffimtj. 3 12 r°g If 2 277 '471 755 N/A 1675 142� 1838 2316 2893 77 \ \ 471 755 N/A IU75 1428 1838 2316 1 2535 424 706 N/A 1002 1326 1697 2127 2278 14T 12`91 235 77 a... ......„ ,,, 17 .,r.. N/A N/A N/A N/A N/A N/A N/AN/A I 1 " g 13 4' N/A N/A N/A N/A N/A N/A N/A N/A ,/A 154, 14" T N/A \ �5za !,/A N/A N/A N/A N/A NIA N/A N/A 17 4 16 cr N/ \� � � � �� spa•„ � > � v \... .. d / d N 1§ N A A N A N A N A N A N A N/ / 3 0 / d 19' '� 19 �,� N/A t N/A N/A N/A N/A N/A N/A N/A N/A 21y If 159, N/A 24 N N/ \\\ N/._ N/A N/A N/A N/A N/A N/A \. *PRESTRESSED ** 8' /r2" RECESS UU-LINTELS TypeA=U3nf111ednoBebar, TypeB— Cont irrr_rrusCrout,Ste elper-Plan%nBardSea m0niy; Type C=Con°UinousGroutSeelper pI:anire Sond Beare & Lintel' DOUBLE TOP PLATE P.T. BOTTOM PLATE FRAMED BRIG. WALL TO MASONRY WALL Scale: 1 /2"=l'-0" WGG-040 FASTENERS ALLOWABLELOADS CONNECTOR CITY TYPE GRAVITY (lbs) @ 1.0 UPLIFT (Ibs) 1.6 LATERAL (Ib.$) @ 1.6 ETA16 8 0,148'xi-1/2" 145C3 F1: 340 F2: 77 HETA16 5 0.148"x1: 1/r2" - 191 F1; 340 F2.-. T�`�apU-iy {+g$ �q �q fi 2)'. 71ETA16 EZ� 1-plyI-ply 113 :.E6 .. :- i Pk 01 148 x 1 1/ 2 _ 187S F1 . EW F2 770 ( Ei`A 5� 2- or 3-tAy + 1 13..11"x3-1:2`� 0 .X : _- '$�'� 1+��ryp�' F1, .0 >.i�3 F2: 1118O (2) HETA16 1-ply 1 0.148 x1.1/2 1 :2 F1: 0 F2: 770 (2) FIETAI6 _ � 2 or 3- I' 12 0.1623 x3-12 2365 F1. 13St F2 :1436 F1TA/l6 8 Fff 3F t3148 x:1 1 2 -- 1110 1 s 12CI 4 1,/4` xi 3/`4" Then 2 F2 s90 I1a1TS12 14 0.148" x1-1 21. __ 990 _- r"t/ITS16 14 6.148"x17 /2" -_990-_ TS 16 16 .148"x 1,- / 2" 1310-- I- TS20 24 0.148"x 1-1, 2." 1310 LSTA12 10 0..148"x2-1.;/2" 925 LTA S 14 .148 x2 - 2 "" -- 1235 -- LSTA30 22 0.148"x 1/ 21, -- 164 - I'�STA3't� 22 . _ 1T.148 x2-1f 2" _.. 205t1 ISTC52 62 13.148"X3-1/4" 4735E TCN14 1 1 /4`�x2.1 4' Then 2 - 2800 14 0.149"x3-1/ k q :T tY9. 2-g2' : 0.148'�x 3'" '� 3 6 F 1 775 1 5/49" TR F2: S2S V Ti3 r L 1 8' AT 2225 F1: 6S6 16 1/'4"x3" SDS F2: 630 ' TIT rL 2 S/�8" ATI -- 5545, F1q :C6g50 32 1'4`�x3` 5DS F2.630 VGTI 1 5,/8" AT -- 43413 F1 ; 1185 16 114"x3"SDS F2-S 0 (2) ` GT 2 5/'8" ATR 7185- ly E1: 1185 'x3"SDS 590 O72 1 8 /2"° AT 1/"4x3"SDS - 1825-2x4 miry _.. _. 215-(2)2x4min FITT 1 513 AT8 -- 3616 -- 1.r1 .148""x3- 21 1.1TT5 1 S/'8" .a 7 M 4670 -- 22 0,148"x 3`' FITTST 1 "" 8 AT1 -- 5445 26 SD 1€3x2-1 2" A6 Z 1 5/ 9' ATE 75743 1 12 6.162"3-1/:2` ABUG-G2 1 -5/8" ATE 18205 2475 -- 1.2 0.1.62."x3- /2 IT 2 SA 10 0.131"x 2-1/ 2" 56S F 1: 1111 F 2: 110 game �°'y ,a�g 15A. [R is �-y -g ,gypg -y 0148"�.x1.1/'2 __ 134 F 1 H S65 F2, 285 g�p •g ry 11 ��55�y is 6.148"x1.1/ ? ®®fig 1 G i F-1: 680 F2: 260 I I�C48 14114`�x2-3/4'' Then 2 351 0 1135 - 6 a 148"� 3 1 LUS26 4 a148`x3" 865 1165, SPH4 12 .148" 1 2" side.640 -- Center < 128 ETC clip 4 3/16"x2-3/ 4' Titen 2 F1, 8S 2 .131." 21 2'� F2:135 A 35 12 0 131"x 1-1/2" - F 1 65 [1 F2 670* SDWC1566 1 SDA/C15 - 61"5 F1 a 1 ju F2. 22;5 SD%tC1S450 1 SDWC.1S4SD 295 F1 15 C.OA `AIR HITECTURE-. AA26 02 C4-4.# ENGINEERING, 24 THOMAS A, W SER, PE P.E. # 73242, FLORIDA 11 BENJAMIN NIESE, PE P,E44 €T6025 FLORIDA 6/18/21 DATE��tAIITIp 7 tY �� ,,,• . ,� `� ;ram ' o c C H > C C_ c O O O M 1 M O � O 00 n� d1 v .N M N v di Vv M d'+ M as • v7:1 O w 0 I C� N � Putt Gn 1Nx �.3tf N 3S � 0 M S N O 0 M w L\ Cn 0 0 � O CTS [� w 0 w 'i M � PRODUCT MANAGER I RELEASE I DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.2.1 0 h 00 O� c) v� �o cn 0 ,o °Q Q� �o v� C'4 U Iry `Y' T--q cn 0 4-4 N � tPulteGrow,r PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT T1?E I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.3 A c