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Home My WebLink About6248 Bradford Woods Drt WIDTH DEPTH GENERAL NOTES 40'-0" 64'-8" - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: LOT SPECIFIC AREA TABLE -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL Description TOTAL -2017 NATIONAL ELECTRIC CODE :CONDITIONED SPACE -BUILDING TYPE: VB CMU-1ST FLOOR BASE PLAN 1651 SF CMU-2ND FLOOR BASE PLAN 1243 SF 2894 SF :NON -CONDITIONED SPACE CMU-COVERED LANAI 260 SF CMU-FRONT PORCH ELEV C2 100 SF CMU-GARAGE 2 CAR 416 SF TM llltPulteGrou P 1 776 SF 3670 SF ALL WORK SHA -L r0�,7PLY VVITH QREVAILII�Y�pQ,7. CODEp�N/ ORDRIANCES PRODUCT REVISION TRACKING LOT SPECIFIED PLAN INFORMATION SHEET LIST TABLE REVISION: 000 DATE: 12/14/20 PRODUCTION MANAGER: y * Market Home , awkwhe SW1. ,. Customer Name 6871 — 02401 GO.01 Cover Sheet - GO.02 General Notes A1.11 1 st Floor Plan Address A1.21 2nd Floor Plan 6248 BRADFORD WOODS DRIVE A2.01 Front Elevation &Details ZEPHRYHILLS JFL 33 442 A2.02 Side & Rear Elevations & Roof Plan E1.11 1st Floor Electrical Plan Community E1.12 1st Floor Electrical Options E1.21 2nd Floor Electrical Plan 6871 JOAKS OF PASCO E1.22 2nd Floor Electrical Options 6871-02401 — — — — P1.11 1st Floor Plumbing Plan i P1.21 2nd Floor Plumbing Plan Plan Features So•QA Craftsman (C2) 4B S1.QA S1.1A S1.2A S1.28 S2.0A LOT SPECIFIC OPTION SELECTIONS S2.08 53.QA S3.08 S3.OD first Floor Plate Height Choices '-4" Plate Height itchen Layout Choices ayout 1 aundry Layout Choices ayout 2 Additional Hose Bib Location Rear xterior First Floor Wall Choices MU Exterior Wall x erior econd Floor Wall x4 Exterior Wall oth 2 Shower ChoicesTub/Shower Combination lex Room Ceiling Choices lot Ceiling lex Room Choices -lex Room lex Room Door Choices Double Door arage Bay Choices —Car Front Load arage Handing Sarage Right arage Water Heater Choices lectric Water Heater arage to House Entry Choices Stepped Entry athering Room Ceiling Choices Tray Ceiling athering Room Door Choices ocket Sliding Glass Door Owner's Bath Layout ChoicesOwner's Bath Layout 5 Owner's Suite Ceiling Choices lot Ceiling Rear Living Area Kitchen Choices utdoor Kitchen overed Lanai overed Patio ath 4 Choices 3ath 4 LOT SPECIFIED PLAN INFORMATION oft Ceiling Choices lot Ceiling Wind Speed Choices Wind Speed 140 Configuration Choices onfiguration B Customer Name *Market Home, 6871-02401 Address 6248 BRADFORD WOODS DRIVE ZEPHRYHILLS JFL 33542 Community 6871 OAKS OF PASCO 6871-02401 ---- LE o 00 M ,o 0 CXD A� �o v� v� to 't� o c� Cf) 4-b N � *PulteGraup- PRODUCT MANAGER RELEASE PROJECT TYPE Sinele Family c SPECIFICATION LEVEL Puts PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET GO.01 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 TM l pulteGroup SHALL BE ISSUED TO THE BUILDING DEPARTMENT — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE 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 a 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 22x30" 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 GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — %" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE — GUARDS SHALL BE MIN. 36" CEILING WITHOUT HABITABLE ROOMS ABOVE ■ THIS IS NOT REQUIRED OVER CMU — 5/8" GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE a 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 RISE 7-3/4" A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR —MAX. 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), a 34'-38" ABOVE SLOPE PLANE corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1h 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 a 1 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 Il, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic — 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 * ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED 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 II or ASTM 4869 Type III or IV, or ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36' ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT two layers of a synthetic underlayment meeting the performance requirements specified, SURFACE — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE lapped and fastened as specified. ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING — FLASHING R903.2 FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o WET AREAS o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT shall be installed in a manner that prevents moisture from entering the wall and roof through TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS joints in copings, through moisture permeable materials and at intersections with parapet walls and LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. other penetrations through the roof plane. SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 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 MC! 4� o0 M 0 .o A� 4� � a� N V c� 0 ob .2 M N � *PulteGroup- C**.4 o R a, O N W Q cc13 Z � W 00 W U PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Sinkle Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET GO.02 11 0 0 4 0 0 E 0 0 0 FIRST FLOOR PLAN SCALE 1 /4' = 1'-O' (NOTE: SCALE 1 /8' = 1'-O" ON 11 x17 PAPER) LEGEND 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°F 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 co 00 � O O 00 A� v� V co "C3 � w O cf N � *PultoGroup- O N O "A M O � � O C) ' 16-4 O O `p f--�oo PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET A1.11 I SECOND FLOOR PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) i AA'_n" 1 1 , Wil 111111113L6 t 1'-11 1 /2" STAIR CALCS. FLOOR TO FLOOR HT. 10'-8 3 4" RISERS 17 @ i -9/16" TREAD 17 ®10" NOSING 1" HANDRAIL GRASPABLE 1-1/2" MIN 1 1/2" MIN. HANDRAIL; 1 11 RETURN 1/4" MIN TO HANDRAIL 1-1/2" MAX R INTO1X DIAMETER �' r BACKER BD. M SECTION STAIR DIAGRAM 10" TREAD R �0 Q� ED S \ 1" NOSING 0 o c� �o � cn .o a coo A� a� U� cz �-' w O co N c tPulteGroup- O N O r� M a� O N � � z CA O o O w N L. PRODUCT MANAGER RELEASE DATE: XX Lxx X PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.21 cr W. .o 0 0 W r� 0 0 CV Q 0 0 CD N CO a i O v 0 J d FRONT ELEVATION SCALE 1 /4" = 1'-O' (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) 8' LAP PER SPEC + 1" II [4- 7_Tl__,.T_ 2" CMU HEADER DTL. SCALE: 1/2' = 1'-0' El A F G �`SIDING PER SPEC R CD TRIM BOARD NOTE: BOTTOM OF TRIM TO START MIN. 1' BELOW PLATE LINE (U.N.O.) RAKE DETAIL SCALE: 1/2' = 1'-0' 5/4'x6' SMOOTH TRIM MATERIAL 1'x4' SMOOTH TRIM MATERIAL 1'x4' SMOOTH TRIM MATERIAL 10 1`x4` SMOOTH TRIM MATERIAL FRAME HEADER DTL. SCALE: 1/2' = 1'-0' e C ]4 CMU SILL DETAIL SCALE 1/2' = 1'-0' GARAGE DOOR GARAGE DETAIL SCALE. 1/2' = 1'-0' BRACKET DETAIL SCALE 1' = 1'-0' WRB TO BE INSTALLED AT I I SIDING I 1 LOCATIONS, I 1 TYP. I I I I I 1' 11'-2"1 1` Y 8.0. HDR �� +2 STUCCO BAND Y STUCCO 2' 4/4 TRIM CAULK JOINT SIDING - 1 /4' BOARD BETWEEN SIDING — TRIM WOOD SHEATHING 8' CMU TIGHT TO COLUMN COLUMN 4' 5/4 I i RIPPED P.T. TRIM BLOCKING +11/2 SIDING — STUCCO WOOD SHEATHING - BAND TIGHT TO COLUMN o TRIMS .0. BASE CMU sTucco BASE 0'-0' .. ELEVATION I I TRIM I I FE 1/4' BOARD BETWEEN TRIM P.T. BLOCKING 3' SEC11ON AT TAPER N.T.S. D- - PLAN COLUMN DETAIL SCALE: 1/2* = 1'-0' c3 a N O N F- S C9 d 0 U u co W M 0 v)CXD t\ O O AoN N V ed c� o� N � '*PulteGroup- O N O L M Fa -a o_ � O w w 0 O 00 N x � w 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 A2.01 \ F o � _ I I 00 I 00 rn I 0 r7 °Oco �I O o ROOF PLAN SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) SIDE ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) -ATTIC VENTILATION ZONE 1- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ+FT. SQ. IN. 0 0 0.0.000 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. OF ANTS SQ. FT. SQ. IN. LIN. FT. 0.000 0.000 1 0.000 0.000 0 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. E: FRID E VENTS MAY BE SUBSTITUTED PER MUNICIPALITY -ATTIC VENTILATION ZONE 2- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 0 0 0.000 0.000 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 0.000 0.000 1 0.000 0.000 0 ROOF TOP ATTIC VENT- SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY -ATTIC VENTILATION ZONE 3- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN, 0 0 0.000 0.000 ROOF VENTS SOFM VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. UN. FT. 0 0 0 0.000 0.000 0 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 (+1/2•), TYP. COMI lNITY SPEC REAR ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) SIDE ELEVATION SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) z 00 I Io a e 00 I � I co E 0 M cl) 0 VJ t\00 T'1 T U • W0 -� O � w pool Ce) a N 0 llkPulteCroup- Z O � N � o o M 06 � N •� W W .� CIO=> o � o � �c � � Q x � 1 PRODUCT MANAGER RELEASE DATE: xx Ax /xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 L T A2.02 FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) I ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oCI 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 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 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 �x LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE ,> PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR EP ELECTRIC PANEL (aFa PROTECTED) ® SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFa PROTECTED) EMERGENCY LIGHT THERMOSTAT -SPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET GARBAGE DISPOSAL (GFa PROTECTED) ITS � DOOR BELL CHIMES GARAGE DOOR. WIFI HOTSPOT OPENER DATA/TV 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 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 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 14 ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP 2P ELECTRIC METER IN NEMA PANEL um 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS �I�L III III III III. .� I III III IIII; — 11114 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE CD c r� 0 0 ul) � O 000 Au* M U � w bt t� vs Cf N 0 lItPulteGroup- N OO L M Z 00 Q N U a � w � o w P4 0 o p w o � � x IT.1?rtelaI'll IRELEASE I nATC. vv /vv /vvvv PROJECT TYPE I Sinde Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.11 OPT FLOOD TO SWITCHED GFCI'S ABOVE IN SOFFIT------------------ OPT. COACH LIGHT FIRSTFLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) 2'-0" 2'-0" TYP. SPACING TYP. SPACING METAL STUD, TYP. END NAILS, TYP. L-2x4 WOOD BLOCKING INSIDE METAL -WOOD BLOCKING STACKED BETWI TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS PLATE, TYP. e TOP 0 STACKED ,,-METAL STUD, TYP. 2x6 WOOD STACKED BETWEEN BLOCKED WOOD BLOCKING INSIDE METAL TRACK, FROM BOTTOM PLATE TO TOP 900, 010 '10111 i PRO z pzo R I r LOCATION 001 LOCATION 010 %III vo 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) OGFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OW/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 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 x=� LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS MOKE DETECTOR CEP ELECTRIC PANEL AFCIPROTECTED) ® SMO SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT THERMOSTAT -O PB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET XY GARBAGE DISPOSAL CHv IMES DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TV 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 0 150 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 14 ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND I 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL uPrQ 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 114 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE CD O O 0 VJ O A� M Uc � w H N � *PulteGroup- C**-4 O t � Z M O ,-a 00 W U_ � U a w � O w O a w 00 F-1 o x PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.12 SECOND FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oa STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OWP/(Fq STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET OBW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY 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 QS SMOKE DETECTOR OEP ELECTRIC PANEL O PROTECTED) © SM SMOKE/CARBON I E I ELECTRIC METER MONOXIDE COMBO rS DISCONNECT DETECTOR (AFO PROTECTED) EMERGENCY LIGHT ® THERMOSTAT -ePB PUSH BUTTON TELEVISION OUTLET SWITCH TTELEPHONE OUTLET /O/ GARBAGE DISPOSAL CHIMESR9 DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR WIFI HOTSPOT OPENER DATA/TV 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 0 150 AMP 42 METER CIRCUIT MAIN CIRCUIT BREAKER #4 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 'Tbrf�tllI ICI I 1 111 111 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 urn 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1r �ILIII III,,,III,,,III ,II�- 14 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE cf) rM� W M v 0 ALr) C,% cm "d 0 c� tlJo rmmq � co 1 N � tPulteGroup- 00 F- � V U � 0 0 ,o s w � Q N ZZ PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.21 F OPT. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 i I 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BEDROOM 2 on 1 1 3'-11/2" 3'-11/2" / / / 5'-6 1 /2" 5'-6 1 /2' OPT. <' ' ' ',�'> kPT.---_01 ;OPT. N � � OPT. BATH 2 / / 71-1" f 1 1 J OPT. :L 1 1 1 _ / N / ` I i � R / BEDROOM-- R OPT. , `� ►- 1A,In OPT. TVf 1 '1d0 YY V 11 BEDROOM 4 Prn I N Al R 1 1 OPT. ' 'OPTO. 1 n -- --- 1 s -7 no IN SOFFIT§ YY V WP/GFC1`:; .. I ------— OPT. TV f—� L J SWITCH BELOW '------------- WP/GFCI - ------------------------------------------- IN SOFFIT ------------------- SECOND FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 110 PAPER) ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) q STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER #NP/GFq 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 ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY 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 - W FLUORESCENT > OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) ® SMOKE/CARBON F2E.1 ELECTRIC METER MONOXIDE COMBO c:S DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT ® THERMOSTAT -SPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET XY GARBAGE DISPOSAL (GFCI PROTECTED) CHT IMES P9 DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TV 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 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT L 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/O COPPER 1-3/0 ALUMINUM Tb IIM I I ,I' ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND I 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL UPH m 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS �i i i I 1,4 SERVICE GROUND CONNECTED TO CONCRETE 1171 - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE W 0 � O i4 000 A� M U c� o� Cf N C) llkPulteGroup- O N Z O� 0 L M O � U_ Q N �_ > U (aj fs w V_�4 o w 0 � 0 o PLO � Q N PRODUCT MANAGER RELEASE PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pt lte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.22 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---------, 1 ClCOVERED LANAI 1 1 1 I i 1 � 1 1 1 1 2'_3• 1 1 1 1 I 1 1 -------- HB _ _ _GA_T_HERIN_G_R_0_0_M CAFE I OWNE S SUITE I I i N i 9'-11/2' L------------- C i I N ------ 9'-7 1/2" x ' � 1 1 ,\\II r---7 0 II VANITY LAV NER' 1 PER SPEC TOR ATH - i 1 1 I 11 I 1 1 I 1 1 1 1 1 1 1 1 1 1 KITCHEN o ------ Q� —_-----------------, ��-9= ° REFRIGERATOR LINE LAUNDRYP 6'-7 1/2' I I 0 - NOTE: ALWAYS LOCATE DRYER TO RIGHT WIC+ OF WASHER ------ W TER CLOSET ■ V CAD ENTRY It 3'-71/2"; PER SPEC VANITY LAV WATER CLOSET PER SPEC 9'-5" PER SPEC PR- 5'-1 1 /2" '-8 DEN 2 CAR GARAGE FOYER ' m II II II o II o a i E a 0 0 N a d -o cV v FIRST FLOOR PLUMBING PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8' = 1'-O" ON 1107 PAPER) 0 J a c� CV O N CL 0 U c! cc) r-+ 45 00 0 VJ 00 A R a, 8 d� cn U m 0 o� N � lItPulteGroup- O N � z � 41� � Ri Z 0 PL., 9� P4 O O w � � o � � x � � PRODUCT MANAGER RELEASE xxx Q7 SPECIFICATION LEVEL h1te PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET pill 1-7 i THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY 13'-5" 5'- BEDROOM 2 N WATER CLOSET PER SPEC tea' i VANITY LAV PER SPEC LOFT BATH 2 L x BEDROOMco WIC BEDROOM 4 ATH 4(- I C. <V 0 WIC 7 -Lj SECOND FLOOR PLUMBING PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) M Oro 0 v J c\ 0 A a, d1 W (� U r'' c� w 0 oz -2 rmq 00) N � *PultoGroup- RODUCT MANAGER IRELEASE I DATE: xx /xx /xxxx P PROJECT F SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET P1.21 I w 0 a A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE Ah 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 NNL 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' M 2. 3. 4. 5. 6. D. 1. 2. 3. 7. 8. 9. 10. 11. E. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 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. FOUNDATION: 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 PLACEMENT. ALL ALL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8'. CONFORM TO ASTM D 1557. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. FOOTING BACKALL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. CONCRETE: CONCRETE SHALL CONFORM TO THE "BUILDING REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK FILL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER � OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & AG 332. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5" SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0" SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE Y2 TO 2 Y,' IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL. MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (fm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8' x 8' x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE "S" OR 'M'. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0' U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL. SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK #4 20" 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' 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 ®16' O.C. FOR WALLS 9'-5" OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPF OR SP NUMBER 2 OR BETTER 0 16" O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS 0 2r 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 20 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 Y' TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8' O.C. FOR EACH, U.NO. 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 LIEU 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 NNLS 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 SHOWN 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-133 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 AKIPLJ(1D APE. 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"O'x0.229" PLATE WASHERS ARE ASTM/ASME 818.22.1. 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'PER FL PRODUCT APPROVAL #15731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON `BTEN HD'PER FL PRODUCT APPROVAL 115730.7. 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'PER FL PRODUCT APPROVAL #15730.6 OR SIMPSON AT-XP'PER FL PRODUCT APPROVAL #16230.1. SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIMPSON SET-XP'. 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 ]CC -ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE: SIMPSON POWDER -ACTUATED FASTENERS'PER FL PRODUCT APPROVAL #15730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON `DTEN SCREWS'PER FL PRODUCT APPOVAL #2355-R4. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET'PER FL PRODUCT APPROVAL #15730.5. 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 LEDGE DISTANCE. b) 1/2' DIA. SIMPSON TTEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND i 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 TTEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2" DIA. F1554 GR. 36 ATR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 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 Y" DIA. HOLE 6' DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36" LONG #5 REBAR NTH 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-Y4' FROM ANY EDGE FOR )� BOLTS AND 3-Y2 FOR )' AND Y4" 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 TTTEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HO SHALL BE A MINIMUM V x 6', OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE 'SE1' EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6' MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL IN THESE DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3" NAILS). WHEN GAP IS GREATER THAN 1 1/2', INSTALL NEW ANCHORS. 4. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY V OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN V AND 1 N, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 N, 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' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'j'-SDS3 WITH (12)-1/4N3'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 507. 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-NDE 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 UTIUES 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. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS THE KAYCAN VINYL SOFFIT IS INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1 3. 12' WIDE SOFFIT PANELS ATTACHED TO BUILDINGS AND EAVES WITH 12F-1 & 12F-2 SYSTEM REQUIREMENTS AS NOTED IN EVALUATION REPORT FL12194-R9 ARE CAPABLE OF WITHSTANDING MAXIMUM COMPONENT & CLADDING DESIGN PRESSURES OF +/-40PSF. FOR DESIGN PRESSURES EXCEEDED +/-40PSF, SOFFITS SHALL BE ATTACHED PER 12F-3 OR 12F-4 SYSTEM REQUIREMENTS IN EVALUATION REPORT FL12194-R9 AND ARE CAPABLE OF RESISTING MAXIMUM COMPONENTS & CLADDING DESIGN PRESSURES OF +48PSF &-64.2PSF. Wall Pressures Zone 4 Zone 5 28.5 1 -30.7 2&5 1 -38.0 -52.5 DESIGN PRESSURE CALCS 7777777"T 7' Positive Negative Width Height Eff�; Pressure Pressure Description Zone IM M Area 9 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 3050SH 4 3 5 15.0 27.8 -30.1 16080 5GD 4 16 8 128.0 24.0 -26.4 26SH (2) 4 & 5 6 6 36.0 26.3 -28.6 2030 FIXED 4 2 3 6.0 28.5 -30.7 SH & 3050 SH 4 & 5 7 5 35.0 26.3 -30.5 ABBREVIATIONS: A. PLYWD = PLYWOOD B. OSB = ORIENTED STRAND BOARD C. NAILING: C.A. 8d = COMMON NAIL C.B. 10d = COMMON NAIL C.C. 12d = COMMON NAIL C.D. 16d = 0.135" x 3 1/2" GUN NAIL C.E. EN = EDGE NAILING C.F. FIN = FIELD NAILING C.G. SN = SIDE NAILING C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION J. MAX = MAXIMUM K. MIN = MINIMUM L. O.C. = ON CENTER M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 0. TYP = TYPICAL P. U.N.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. ATR = ALL THREADED ROD Z, S.C. = SAW CUTS AA. C.J. = CONTRACTION JOINT AB. DEN = DOUBLE EDGE NAILING AC. COL = COLUMN AD. REIN = REINFORCEMENT AE. PLT = PLATE AF. CANT. = CANTILEVER AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS C.O.A.# ARCHITECTURE: AA26002802 C.OA.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1 /27/21 DATE ,`tt1Wf111J/ No. 8 i OF NA� 1'0�' u O cf) 45 0r� W 0 U4) O 000 A� N V� cq m0 w bQ r"l H c N 0 '&Pulte - PRODUCT MANAGER RELEASE DATE: xx/xx/xxx PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SO.1 (1) 15 REBAR wl 25" LAP 8' OR 12" SQUARE U.N.O. OR ROUND C.M.U. 8* C.M.U. FINISH PER ELEV. COL PER PLAN -0'-0° A$ i FINISH GRADE 00 PAVERS PER SPEC. - MONOLITHIC FOUND. ------------,— CONCRETE FOOTING W/ (2) #4 DIA. RODS w/REBAR AS NOTED CONT. ON CHAIRS L L STARTER 9* STARTER• COURSE ON FOUNDATION PLAN (IF REQUIRED) 1-4' 0 2 STIORY ALT. CMU SEAT 0 -13� `F�ol EXTERIOR MASONRY WALL FTG FROM TOP Of SLAB KF_m_p'� MASONRY SCALE:llf=l'-O '\,�SC�ALE-1/2=�f-1 SLOPE - :. .. PER PLAN PER ARCH A PtK AXUH :2t �c 8* C.M.U. BLOCK FILLED __j W. SOLID w/GROUT w 85 m 4" C.M.U. BLOCK PER ELEV. V3 Ck= C:) W W < 'd--, o'-o" SLOPE 25' LAP MIN. (1) #5 REBAR w. 'd-, o'-o SLOPE \-F I W.91: UJ in C> IQ m 'v CS PAVERS OR SLAB PER CONCRETE FOOTING w/REBAR CONCRETE FOOTING AS NOTED ON FOUNDATION w/REBAR AS NOTED PLAN (IF REQUIRED) PER PLAN ON FOUNDATION PER PLAN PLAN (IF REQUIRED) MASONRY COL ON SPREAD FTG. SCALE: 1/2*=1'-0 WALL FINISH 3/4' RECESS IN SLAB 10 1/2 PER 8* C.M.U. ELEVATION 3/4' RECESS IN SLAB - FINISH FLOOR FINISH FLOOR SLOPE MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE 1/2'4-0 RECESS WITH PAVERS 2x AT 24"O.C. MAX.2x P.T. PLATE SECURED TO SLAB wl 3* POND ACTUATED FASTENERS OR TAPCONS 0 16' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS 0 12' O.C. STEP PER PLAN 'SL;E _31 / 12n 6 (1) #4 ROD CONT. ON L CHAIRS UNO STEP CONDITION )8 THICKENEI SCALE: 1/2"=I'-0 LAP SPLICE '� F12 REINF. PLACEMENT AT FTG. CORNERS CORNER BAR WITH 25* MIN. LAP SPUCE EACH REINF. PER PLAN w/LAP PER COVERSHEET 8' C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25' LAP MIN. (1) #5 REBAR CD cr oz 8' C.M.U. WALL FINISH PER ELEVATION SLOPE MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. 2x P.T. PLATE SECURED TO SLAB I/ 3' POWER ACTUATED FASTENERS OR TWORS 0 16- O.C. OR (2) ROWS 12d GUN NAILS 0 12' O.C. START SLOPE HERE 2' SLOPE 4r FLUSH CONDITION SIDE. SAME SIZE AS ULM COW CONT. FOOTING STEEL 0 1 - NUMBER OF CORNER BARS EQUALS NUMBER OF CON1 BARS NUMBER OF REBAR PER PLAN SCALE:- 1/2'4-0 (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2' CONIC FINISH GRAD SLOPE SLAB =lE THICKENED SLAB EDGE SCALE 1/2'=I'-0 CONCRETE SLAB ON CLEAN COMPACTED ILL SAW CUT SAW CUT A NOTE: SAWED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT. C) C14 (-F39 TYPICAL SAW CUT JOINT SCALE 1/2'=I'-0 CL PVC SLEEVE 1'-4' 0 2 STORY F13 BEARING PENETRATION DETAIL SCALE: 1/2'=1'-0 110 8" OR 12" SQUARE OR ROUND C.M.U. COL. PER PLAN C/) SLOPE amm—ft. I CONCRETE FOOTING ,L w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) L PER PLAN L OF MASONRY COLUMN PER PLAN REINF. PER PLAN CMU COL. PER CMU COL PER w/LAP PER PLAN PLAN COVERSHEET J5 REBAR w/25" MIN LAP un PAVERS OR SLAB PER SLOPE SLOPE SPEC. OIL-0'-0. is m Q) ra 1, L'j 3 Q IV CONCRETE FOOTING M CD CONCRETE FOOTING w/REBAR AS NOTED b w/REBAR AS NOTED PL ON FOUNDATION AN 0 P ON FOUNDATION LAN (IF REQUIRED) I'S (IF REQUIRED) L PER PLAN PER PLAN jk=_'MASONRY WALL CORNER ON SPREAD FTG. (Pavers) MASONRY WALL CORNER ON SPREAD FTG, SCALE. 1/2*=1'-0 SCALE 1/2*=I'-O (1) 15 REBAR AT EACH FILLED CELL :m ___j "'c #5 BAR wl 25* CMU STRUCK BOTH WAYS S' GROUT BE MIN LAP SLOPE C.D PAVERS OR SLAB P m SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN L PER PLAN (IF REQUIRED COLUMN ON SPREAD FTG. (paveos POURED CURB F.F. SLOPE SLOPE FINISH GRADE loo 4j• loo o —MONOLITHIC FOUND. MONOLITHIC FOUND. % wA2) f4 DIA. RODS W/ (2) f4 REBAR 11-8m 8" CONT. ON CHAIRS CONT. ON CHAIRS SCALE 1/2*=I'-0 SCALE: 1/2*=1'-0 2-1/2' @IMPACT GROUT BED OR DOOR DOOR PER SPEC PAVER' PAVERSPERSPEC 15 PAVERS PER (3 �' [ _QlL (THICKNESS VARIES) DOOR THRESHOLD (THICKNESS SPEC (THICKNESS :SLOPE L VARIES) SLOPE F.E. 71 oILO'zO- SLOPE PER PLAN d% 00 :2E >< 00 .4 P, I WO; ca-._ Uj (3 NF — MONOLITHIC FOUND, MONOLITHIC FOUND. l'-ow q q , 1'-4'STOR 4" 0 2- Y wA2) #4 DIA. RODS CONT. ON CHAIRS w/(2) #4 DIA. RODS l'-4! 0 7 Fi t. CONT. ON CHAIRS 'ERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) 1/2*=1'-0 _- SCALE: 1/2'=1'-0 # 2X AT 16' O.C. W1 v k 2X AT 16' O.C. W/ V l 1/2' GWB EA. SIDE SEE HEADER/UNTEI_ PLAN FOR 1/2' GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR Zx AT 24*0.C. MAX. ASSOCIATED WALL DETAIL 2" ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT STEP PER PLAN L SLOPE 1/2' G.W.B. EA. SIDE "OPE,.:..... ILLd _`1 C'4 (2) J4 ROD CONT. P F (2) #4 ROD CONT. ON CCHAIRS [ 6" 1'-0. [10 1/2m ON CHAIRS 10 1/2'11'-0' 110 1/2" 8' C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. wA2) J4 DIA. RODS CONT. ON CHAIRS PAVERS TYP. I-#-- U 4' (1) 14 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM I STEP CONK ON Fos THICKENED SLAB @ GARAGE (BEARING) SCALE: 1/2"=l'-0 PENETRATING PVC SLEEVE 8* C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS rmiz'EXTERIOR DOOR SILL POCKET I ZERC ALT. BRICK THRESHOLD (1) #4 REINFORCMENT 4" I SEE FOUNDATION PLAN 44, BAR CONT. CONC. PER SCHEDULE Ck= SLOPE TO DRAIN SHOWER RECESS SCALE 1/2*=1'-0 VERIFY LOCATION (1) #5 REBAR w/30* LAP Mll FINISH GRADE PLAN MASONRY WALL ON CONTINUOUS FTG. SCALE 1/2*=1'-0 SCALE 1/2'=I'-0 DOOR PER SPEC - DOOR THRESHOLD- PER PLAN #5 REBAR w/25' MIN LAP Lu m ED SGD PER PLAN MONOLITHIC FOUND. W/ (2) #4 DIA. RODS L CONT. ON CHAIRS L i ALT. FLUSH BRICK 1'-4' 0 2 STY THRESHOLD IDGERIOR DOC FINISH GRADE PER PLAN SCALE: 1/27=1'-0 SEE HEADER/UNTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT (2) 14 DIA. RODS CONT. ON CHAIRS lom 1'-0 ion f THICKEND SLAB @ INTERIOR WALL SCALE 1/2'=1'-0 2X AT 16' O.C. W/ 1/2' CWB EA. SIDE C.O.A.# ARCHITECTURE: AA26002802 C.OA.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E.#86025 FLORIDA 1/27/21 DATE No. a OF '0'//%/ 1 10NAL Itlll oc! V__4 (u 44 00 CC) o.--. 97.4 OHO L� N 45 u 0 Q) "Icl . rlc� r..4 "---I WL4 bA co 4-A N � lkPulte uup-, PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famfly SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET sl o e r FOUNDATION PLAN SCALE: 1 /4"=1'-O" 00 I 40'-O" 26'-0" '-0" 23'-4" 1'-8° 51.0 24"x32"x12" CONC FTG w/ 24"x32"x12" CONC FTG w/ !Sl #4 REBAR ® 6" O.C. EA WAY #4 REBAR ® 6" O.C. EA WAY 14'-0" f RLE — —� •-- S1.0 F11 o F11 -- I S1.025S1.0 o I IOUTDOORI w/OPT. SCREEN w/OPT. SCREEN I KITCHEN o i ENCLOSURE ENCLOSURE.14 o .I = I 4'-0' I 8" , 16'-8" 8" 3'-8" 3'-0" 8" 7'-0" 8" 3'-0" F12 '' ---� S1.0 VERIFY M.O. • VERIFY M.O. • • •• •• • •• •• • ;jFO 1 • I FO7Z S1.0 • S.C. o I I I I i17 -to R f f rn O ^ • • I I I 0'-0" I CV I I • O I tD S.C. 3-3" 9" 17'-9" 6'-6 1/2" 6'-101/2" • '>_ 1 STORY " " " 24 x24 x12 CONC F10 S1,0 1 STORY d • 2 STORY FTG w/ #4 REBAR ® 6" O.C. EA WAY Ec �"� 2 STORY r 00 \ L_ N 18'-2 1/4 14'-8 3/4' 7'-1" I d � I 00 R . I 00 F� JF10_� a CG Ln � �' _ S�' _ 1.o S. C. • F26 • s1.0 o REFER TO ARCHITECTURE FOR F08 • `1 ACTUAL WALL LOCATION S1.0 f • L 60 START SLOPE N c' HERE M • • S1.o ` I I S.C. o 100 -1 PROVIDE (2) #43 -0 FM VtU I • LONG CORNER CRACK S10 • BARS @ ALL CORNERS b, OF SLAB (TYPICAL) I I = N • I FO7 I o � I �� I o I o d- ' F01 S1.0 O ' F04 S1.0 I I J ^ S1.0 • • I Vllll,, 0-77 J. S.C. mini lei• VERIFY M.O. VERIFY w `r d 2'-9" 8" 7'-0" 8" 3'-11" M.O. N 4'-b" '-0 SO4 • -- ;a I F06 51.0 I 24"x24"x12" CONC FTG w/ o Lp #4 REBAR ®6" O.C. EA WAY o N OF • I F03D F03D S1.0 g" 12'-6" S1.0 20'-0" VERIFY M.0 6'-10" '-0 8° 16'-8" 20'-O" 40'-0" LEGEND SYMBOLS ❑• 8x8 FILLED CELL W/ #5 REBAR • 2 8x8 FILLED CELL W/ (2)J5 REBAR 0 INSIDE FACE ❑O 8x8 FILLED CELL W/ NO REBAR REQUIRED 45' CMU - ALL CELLS W/ #5 REBAR 1202 FILLED CELL W/ (4)-15 REBAR ELE ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0' DETAIL WCATOR I FLOOR SLAB NOTES: 3 1/2' 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6- AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN 'L' SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36' (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12' (305mm) APART, WITH THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. I PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1 /27/21 DATE�I�ttlfili!! .� ��ar�f . '�•, No. 8802 IF �� •'• , LORiOp'.•'�2'�a a. Z3 CL O N c� a 0 U u o 00 0 UO) �00 A� W Cr U 0 PSI bA N � tPulteGroup- 4) %Z t vz N N� o 0 N O � bo � M 7 a% �1 Q N �' 4� Z o O O 0R 4 O Q -ic wcis 00 0 � ;�ql' w PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL I Nlte PLAN NAME VVMtestone NPC CHILD NUMBER 2117.501 I silE 9 CV CD CV 1. oN z z O J m 0 3 O J Q LLJ O ckf r z J z > Z �>o t-Lz o w z WALE BASE PLAN SCALE: 1 /4"=1'-O" LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8" KNOCK OUT BLOCK WITH 15 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2 MINIMUM 4' NOMINAL BEARING PER END 0 LINTELS OR AS REWIRED 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 LINTEL 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 rNom16-1B/1T L'QUANTITY OF j5 REBAR AT TOP NOMINAL HEIGHT INAL WIDTH 15 REBAR AT TOP MIN. (1) REQ'D is 1-1/2' CLEAR 0 OR CMU co z GROUT '. 15 REBAR AT BOTTOM OF LINTEL CAVITY 7-5/8' 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. I HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO 3'-4' DOUBLE 2x6------- 3'-5" - 6'-0' DOUBLE 2x8------- 6'-1* - 8'-6' DOUBLE 200 2 JACK STUDS, EACH END. 8'-r - 1Y-6' DOUBLE 202 (2) JACK STUDS. EACH END. #5 REBAR IN VERTICAL GROUT FILLED CELL MITER LINTELS BY FIELD ROUGH ❑PENING CUTTING BELOW ___1IiiiII PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAIL w N.T.S. #5 CORNER DOWELS INSIDE AND ❑UTSIDE OF VERTICAL #5 BAR AS SHOWN COLUMN BELOW C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. W 86025 FLORIDA 1 /27/21 DATE Z ' o� co cu C.0 0 vJ � O O 00 A� �1 O 4� aN U •�(u z0 O bA N 0 llkPutte r - PRODUCT MANAGER RELEASE E17I37 i 1 PROJECT TYPE I Sinele Family TION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2.1 SECOND FLOOR FRAMING PLAN SCALE: 1 /4"=1'-0" v LEGEND DETAIL INDICATOR ® LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO S-e DOUBLE 26 ------- S-5' - 6'-0' DOUBLE 2xB------- 6'-1' - V-6' DOUBLE 200 2 JACK SPUDS, EACH END. e-7' - 12'-6' DOUBLE 202 (2) JACK STUDS. EACH END. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 11 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86026 FLORIDA 1 127/21 DATE 111fill Tff OFAL lot II u cn r� n, W O 0 VJ � O 00 A� vCN cn V d'+ M c� � o ct) 4-A N � *PultsGroup- PRODUCT MANAGER RELEASE I DATE: xx /xx /xxxx I PROJECT TYPE I Sinkle Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2,2 0 U AT EA VERTICAL CHORD OF FLOOR TRUSS. WS26 w/ (8) 0.148"x1-1/2" EA TRUSS TO LEDGER. FLOOR 8c LOW ROOF FRAMING PLAN SCALE: 1 /4"=1'-O" GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. ALL 17(TERIOR SHEATHING TO BE MINIMUM 7/16 - APA RATED SHEATHING. 5. FLOOR SHEATHING (IF APPLICABLE) 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. I TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI —PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY, THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURERS PROFESSIONAL ENGINEER. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1 /27/21 DATE ``1llUIfill /I �p TATE 0 A �• �1ONAi. 0 C t'J 45 OQ 0 u00 � O A� U *—' c� w bb CI� N � AlkPulteGroup- RODUCT MANAGER RELEASE PROJECT TYPE I Sinele Family P SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S3.1 M 00 o 0 t\ 00 Aa, 1"1 P -o V--4r o Ac" � *PulteGroup- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S3.2 STRUCTURAL SHHEATHING, SEE PUW AND DETAILS me .rnnuunrr i 7 7T 11� �:E@YAi I:11 ikt' 1 $-frig ,.. r 1 ''• r • ',1 1', 1 77 � � 1 • 1 7'! SS STRUCTURAL SHEATHING SEE PLAN FEB ACTURETO IfECfIIRAI D FOR PR MANUFAC1UA6i DRAWINGS FOR SPECIFIC TRUSS PROFILE AND DETAILS FOR ATTACHMENT�� PREWOOD N TRUSSES AT WO.C. MAX. -OR- 2x BLOCIWG AT SHEATHING EDGES wl 2x ROM BOARD ATTACHED TO 0) 8d NAILS INTO TRUSS TRSS w/ (9)10d NAILS, 24'O.C. CONTINUOUS STRUCTURAL SHEATHING CENTER MAX SPACING NAIL PER TYPICAL SHEATHING DETAIL UOUS STRUCNRAL SHEATHING NAL PER TYPICAL SHEATHING DETAIL FRAMING PER PLAN FRAMING PER PLAN DUAL AT TRUSS HEEL > 91/9 SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 20O.C. MAX. TRUSS ANCHOR PER PLAN FRAMING PER PLAN :::::je FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL SHEATHING DETAIL AT TYPICAL TRUSS wl HEEL < NAIL PER TYPICAL SHEATHING DETAIL 9114' TRUSS ATTACHMENT: - - - ALLTRUSS ENDS ARE TO BE SECURED TO THE WALL BELOW USING ONE OF TIE BELOW METHODS. ONE FULLOPTION MUST BE USED FOR CONTINUOUS LOAD PATH: L NSTALLTYPIGAL TRUSS ANCHOR THROtO L70H110fl SHEATHING. EXT. SHEATHNG IS CONTINUOUS AND WILL TMNS'F6i COI M SNEAK & UPLIFT. b. NSTALLTYPICAL TRSS CONNECTOR FROM TRW TO TOP PLATE ON NSDE OF THE WALL WI H2 rA @ EVERY OTHER STUD TO TOP PLATE. EXT. SHEATHING 6 CONTINUOUS AND WLL TRANSFER COMBINED SHEAR & UPLIFT. c. INSTALL ANCHOR AS CALLED FOR ON THE PLANS. TWIST STRAPS ARE TO BE INST&LED ON THE MR OF THE WALL ANY STRAPS FROM THE STUDS TO THE UNDERLYNG STRICTURE WILL BE CAlID FOR ON THE PLANS. d NSTALLTYPIGAL TM SCREWS FROM TRUSS TO TOP PLATE EXT SHEATHING 6 CONTINUOUS AND WLLTRMM COMBINED NM & UPLIFT. R01 ROOF TRUSS ON MASONRY _ROOF TRUSS ON FRAMING 1 /2"=1'-0" RWM-010 R02 /2"=1'-0" 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 'L' 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 WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING 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. 0 APPROX. 45—DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 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' STRUCTURAL SHEATHING CMU ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT NAIL BOTTOM CHORD OF GABLE MASONRY WALL, 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. 2x4 \ 20 NAILED FLAT TO TOP OF BRACE ("T' 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP STRUCTURAL NAILS 0 8' O.C. BUTT ,DINT 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 2x6 NAILED 0 BOTTOM WOOD FRAMING PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 "GABLE END TRUSS BRACING DETAIL GABLE END 2x4 LADDER FRAMING AT 24' O.C. REQ'D AT (8) 10d NAILS EACH ' OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. ENGINEERED WOOD ROOF TRUSS AT 24" CONT. 2x6 w/ (2) 12d NAILS O.C. MAX. CMU WALL STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 0 (4) 1/4" 4 c 2-1/4" MASONRY —J SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 COND110NS OF USE: (OR APPROVED EQUAL) _� 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED AVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED "' 2 UPUFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI —PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. 0 MISSED TRUSS STRAP REPAIR R 13 in (TYPICAL CMU WALL CONNECTION) 0 2x LEDGER w/2-10d 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING T 10%HOUSE 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d 0 EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 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) 10d —SHEATHING PER PLAN. -OR- 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. RWW-020 (pia VALLEY SET OVER FRAME RIDGE �X O GABLE END BOSTON HIP"X IIvv Imm x'=10%HOUSE WIDTH X X Q 3 x - X - RIDGE Q GABLE END GABLE 14 '1P =10% HOLM WIDTH �o ROOF SHEATHING NAILS ROOF FASTENING ZONES 8d RING SHAN C.113'x 24r 1 2 3 SHINGLE 7/18' SPAN RATED SHEATHING OFFSET DIMENSION x =10% HOUSE WIDTH x" x TLE:15W SPAN RATED SHEATHING PANEL EDGES @ SUPPORTS (1) 8' O.C. 6'O.C. 43O.C. METAL 15MSPAN RATED SHEATHMNG PANEL HELD (1) 8'O C. B.O.C. 6'O.C. NOTES: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS•TYPICAL 2. EDGE SPACING ALSO APPLES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DMDNS ON 7U' OFFSET FROM ROOF EDGE. VWDE HOUSE = TZONE, 40'WDE HOUSE = 4'ZONE, NYWDE HOUSE = 5'Z0NE, 60'WDE HOUSE = 6'ZONE i�ROOF SHEATHING ATTACHMENT DIAGRAM 3odx 1 /2"=1'-0" VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. 2x4 BLOCKING AT 2'-0' O.C. w/ (2) 12d TOE NAILS 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 WALL BR R0 7 ACING AT NON -BEARING EXTERIOR WALL k,S SHEATHING PER SHEATHING PER �� PLAN. PLAN. -OR- ----- -------------- -- 1 SDWC15600 TRUSS SCREW 2x4 PURIIN 0 EA VALLEY () TRUSS. NAIL TO COMMON TO EVERY TRUSS BELOW TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN w/ 10d GUN NAIL 0 8' O.C. STRUCTURAL SHEATHING PER PLAN 20 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 PLAINS \ FASCIA SEE ARCH. DRAWINGS CMU 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. 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. L3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 'L' BACK. 2. AT VERTICALS OVER 6'-6' TO 8'-4" USE (2) 2x4 'L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 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 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48' O.C. 0 APPROX. 45—DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN R09B DUTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE BOSTON HIP 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. ROOF TRUSS PER MANUFACTURER 2x4 DIAGONAL BRACING w/ (5) 12d COMMON 2x6 LEDGER TO FRAME w/(2) NAILS EA. E4ND 0 32' MAX. SPACING 1/4' x 3' WOOD SCREW 016' 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 IPER PLAN 2x4 FIELD FRAMED RAFTER 016' O.C. MAX IF LENGTH IS LESS THAN 4'-0' USE 2x4 'L' BACK, SPACING - TOE NAIL ONE SIDE OF RAFTER TO IF LENGTH IS GREATER THEN 4'-0' USE (2) 2x4 'L' LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE BACKS. NAIL 'L' BACKS w/12d 012'O.C.(NOTCHED ,; SIDE, INSTALL A35 w/BOTTOMS BENT AND 0 TOP w/2-12d TOENAILS ATTACHED TO BOTTOM OF LEDGER & RAFTER 'L' BACK —EXTEND 6' PAST w/ 10d x 1 1/2' NAILS. CONNECT TOP AND LOWER ROOF SHEATHING BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS 2x4 LEDGER TO FASCIA CUT FRAME. PER SPECS SHEATHING PER R09C PARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE w/ (2) w/ 1/4' x 3' WOOD SCREW 0 16' O.C. SUSPENDED RAFTER I lit V sod« STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN AND SCHEDULE SHEATHING PER PLAN R086 WALL BRACIIGA�EARINGVALL C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E. NY 86025 FLORIDA 1 /27/21 DATE\`��111N1 f ,PM No. 860 STA 1 N 0 N 0 U o9 Q � 1 e—� 00 c`) 0 U0 => �-N IMT AU_� 44 lf� U � "O ril c N � *PulteGroup- 1z •!yiv C.M. AID 0 1 N 0 \o M'C) N 7:11 1-4 � O w -1` w o 0 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE SPECIFICATION LEVEL NIte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.1 O O O O O O O G O O O O O O O o --NOTE: O PROVIDE BLOCKING R AT ALL O C 0 o o SHEATHING EDGES. 0 0 0 0 0 0" o 2. o00 0 0 0 o voo 0 o o o " 0 0 o o 0 k 0 0 1 0 e 0 O ° O " AIL O o SPACING AT o 0 O ° 0 0 0 o 0 o o 12IN JI 0 0 FIELD 0 0 0 0 o o o 0 a " O O O O O O G O O O O O EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" SHEATHING 8d 3' O.C. 3' O.C. 12' O.C. ALL EDGES SINGLE NAIL EDGE SPACING 1 /2' 1/2 S o 0 0 Il 1 /2" DOUBLE NAIL EDGE SPACH 2A BLOCKING NAILING SHEATHING SPUCE-SAYE THICKNESS AND STUD SPACING PER PLA STRUCTURAL SHEATHING PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL TOP PLATE CONNECTOR: (2) SDWC15600 SCREWS 0 EA STUD DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUC 2X P.T. SOLE PLATE w/ 1/2" DIAM. ANCHOR BOLTS (10 + 2) AT 32" O.C. MAX. w/7" EMBEDMENT OR 5/8" DIA. EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN. OR 1 /2" DIA EXP. BOLTS AT 24" O.C. W/1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB w/ 30 PLATE WASHERS 12 PER B.EV. INTERIOR STUDS AT 16" O.C. EATHING PER PLAN TOM PLATE CONNECTOR: SDK15450 SCREWS @ EA STUD REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL w/UPLIFT STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. INSUTATION AS PER SPEC. PFEZ40NOB ROOF TRUSSES. REFER TO TRUSS MFGR. DWGS ASPHALT ROOF SHINGLE (OR TIE PER SPEC.) TRUSS STRAP PER STRUCT. DETALS 11 REFER TO PLAN FASCIA PER COMMUNITY SPEC. FASCIA PER COMMUNITY SPEC. BOND BEAM PER PLAN SEE STRUCT.FOR ALL AENF. REQ. EXTERIOR SEA STRUCT. DETAILS FOR VARIATM 1Y-rFIJ. FL. < .. FIJNHm GRADE da ° d. MONOLITHIC FND, SEE STRUCTURAL. DETAILS FOR WDTH,DEPTH, &REIINF.REQ. TVDI(_A1 1 CT(1RV XA/AI I QF=r_T1r)K1 N TS 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 012" O.C. W11 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 W02 GABLE END SHEATHING DETAIL IRIL 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 150f 2x ANGLE AS REQUITED w/ (2) 10d STUDS AT 16" O.C. TOE NAILS AT EACH END. STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN kTHING PER PLAN WINDOWS AND DOORS AND AT ENTRIES WITHOUT BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN BARREL FRAMING IS USED. REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL w/o UPLIFT STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES. 12 REFER TO TRUSS MFGR. DWG PER ASPHALT ROOF SHWALE ELEV. (OR TLE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS FASCIA PER COMMUNITY SPEC. SOFFIT & OVERHANG PER SPEC. BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING w/ PRECAST SLL PER PLAN SEE STRUCT. FOR / ALL RENF. REQ. EXTERIOR INTERIOR SEE STRUCT. DETAILS FOR VARIATIONS O'WFIN. FL '. FINDS GRADE . a. .. MONO" FND, SEE STRUCTURAL DETAILS FOR wLInH, DEPTH & LTEI�. REQ. ,TYPICAL 1 STORY WALL SECTION N TS STRAP INSIDE FACE OF WALL PER MTS16 FROM EA. TRUSS W10 WHEN TRUSS STRAPS TO HDR. INSTALLED ON INSIDE < (NON —SHEATHED) FACE OF WALL EDGE NAIL SHEATHING SIMPSON H2.5A 0 TOP & BOTTOM OF PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. OPENING FRAMING (JACK STUDS ONLY) STRAPPING AT INTERIOR PROVIDE 48' LAP SPLICE w/ (3) 10d FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES DBL 2X TOP PLATE. BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 10' O.C. PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES HEADER PER PLAN, (2) PLY 6 10d NAILS KING STUD TO ( ) CONT. w/ 10d COMMONS AT 16" O.C. MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O — CENTER ON BOTTOM (1) SIMPSON LSTA18 AT 3' O.C. ALL AROUND HEADER CENTER ON HEADER. OPENING CONNECT WALLS PER W10 DETAIL 0— STRUCTURAL SHEATHING PER PLAN INTERIOR NON —SHEATHED WALLS (ON OPPOSITE SIDE OF WALL) DOUBLE SILL AS REQ. FOR 2x STUDS AT 16" O.C. SHUTTER ATTACHMENT 2x STUDS AT 16' O.C. — —— — I I I I SHEATHING PER PLAN 0 EXTERIOR — WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) EDGE NAIL SHEATHING I I I I (1) SP4 TO KING & JACK STUD U.N,O.— PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN — II II NOTE: FOR EXTERIOR BEARING WALLS ONLY ,AtAr1TYPICAL FRAMED BEARING WALL WW VV I= 0'-16' MAX. GAP 2A ALL w/ 2' MAX GAP BETWEEN BLOCKS BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. 1x P.T. SHIM NOTES: ALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE 'TYPICAL WINDOW AND DOOR ATTACHMENT DETAIL' FOR INSTAI. ATION DETAIL WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. ARCH FRAMING DETAIL W13 STD COLUWLS PER PLAN Y, SDS SCREW 0 IC O.C.— STAGGERED EACH SIDE OF POST (RESULTING IN 6' aC. ND OM MMIS PER PLAN OVERALL SPACJfIG) 4-PLY: Y4 x 5' SDS SCREWS 5-PLY: }!' x C SDS SCREWS 6-PLY: )C x 6' SDS SCREWS 7-PLY: )i x 6' SUS SCREWS CS16 OR EWV. (TOP, MDQE MID BOTH) )d NAILS 0 B' O.C. I PLY) )ISTUD PACK DETAIL (2) 10d INNS 0 6' O.C. (EAW PLI 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. i u Lnr k 11 n�nL) W1 TYPICAL FILLED CELL DETAIL 9 LU ROOF SHEATHING PER PLAN TRUSSES PER PLAN BOX HDR. TO BE HELD FLUSH UNTEL PER PLAN — BOTTOM OF LINTEL — FIELD FIR HEIGHT MAY VARY ABOVE AS NECESSARY TRUSS BOTTOM CHORD PER MANUF. 0 24' O.C. `— EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM 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=_jL NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. UNTEL LENGTH MAX. CLEAR OPENING TYPE A 8" LINTEL 8" TYPE B 8" TYPE C 12" TYPE B 12" TYPE C 14" TYPE B** 14" TYPE C** 16" TYPE B 16" TYPE C 20" TYPE B 20" TYPE C 24" TYPE B 24" TYPE C 28" TYPE B 28" TYPE C 32" TYPE B 32" TYPE C 2'10" 1'6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 3'6" 2'2" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 4'0" 2- 8" 1783 2561 2751 3280 3820 4890 5961 7034 8107 2561 4605 5206 6113 7547 8974 10000 10000 4'6" 3' 2" 1343 1969 2110 2992 2931 3756 4576 5400 6224 1969 4375 5206 6113 7019 8672 10000 10000 4'8" T 4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 5'4" 4'0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5'10" 416" $60 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 66" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 76" 6- 2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 8! 4" 7,0" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9'4" 8- 0" 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 11'4" 10'01, $15 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12' 0" 10,8" Z92 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 12'6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2883 IT 4" 12' 0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14'0" 12'8" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14'8" 13'4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 15'4" 14'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 174" 16- 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19'4" 18'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 420* N/A 750* 960* 1177* 1415* 1676* 20'0" 18'8" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 340* N/A 598* 845* 1114* 1345* 1468* tESTRESSED K8" W/2" RECESS U-LINTELS T e A =Unfilled no Rebar T e B = Continuous Grout Steel per Plan in Bond Beam Onl • Tvpe C = Continous Grout Steel per plan in Bond Beam & Lintel 1 FROM DRAWING 2X12 BOX HDR W 2 8'S TOP & BOT FOR (4) PLY OR MORE STUD COLUMNS /x . 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 SCALE: NTS C.O.A.# ARCHITECTURE: AA260028M C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1 /27/21 DATE lt`�Vill!!!77 lot Z, 40 STA ill o� cf) e--4 00 M C 00 A� ;~ 8 � Cr (U U cz 'Tf w 0 Cn c N � IkPulteGroup- 1z �i r1N v o N o �4 M 00 -3C a� 1� O N D ^_` .Q W 14 Q 49 ;".Il O al w 164 Q -1` 16.4 � w W--r 01 4 PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.2 STRUCTURAL SHEATHING. — REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. PER ELEV. FLOOR JOIST OR TRUSS SYSTEM & DIRECTION PER STRUCTURAL INTERIOR (2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6- D.C. STAG INSULATION AS PER SPECS. 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS 0 6- at STAG PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. STRINGERS TOE NAILED TO 2x LEDGER W/ (4) 10d NALS. SHINGLE (OR TILE ROOF PER SPEC) — TRUSS STRAP PER STRUCT. DETAILS 2x THRUST BLOCK w/ (3) 1/4'X2 3/4- TAPCONS TO SLAB TOP OF WALL (REFER TO ELEV.) D'-0' FASCIA PER COMMUNITY SPEC — SOFFIT & OVERHANG PER SPECIFICATIONS (2)2X8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' O.C. STAG 2X LEDGER ATTACHED TO (2)2XB HEADER W/ 10d NAILS 0 6' O.C. STAGGERED STRINGERS TOE NAILED TO 2X LEDGER W/ (4) 10d NAILS, 2x THRUST BLOCK W/ (3) 1/4-X2 3/4- TAPCONS TO SLAB REFER TO 2ND FLOOR JOINT DETAIL RIM BD. OR TRUSS PER 0'-0" _ STRUCT. SOP OF FLOOR Y(REFER TO ELEV.) ��TYPICAL STAIR DET OILTOP OF CMU (REFER TO ELEV.) BOND BEAM PER PLAN EXTERIOR SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS CLG. JOIST 016. O.C. C.c. JOIST 016. O.C. ELEV. PER PLANS STAIR LANDL G _ ELEV. & SZEI PER _ ARCH. PLANS 2x6 LEDGER SUPPORTED BY ONE OF THE FOLLOW STRUCTURAL SUPPORTS a KNEE WALL BELOW (JOIST HANGERS NOT REQUIRED) b. (3) t6d NAILS INTO EACH STUD (16' O.C. MAX) C. (2) Y x 2 3f- CONCRETE SCREW 0 12- D.C. TO MASONRY (2) 2x8 HEADER. SUPPORT WITH KNEE -WALL OR (8) 16d NAILS NTO STUD 0 WALL - 2x LE M ATTACHED TO (2)2x8 HEADER W/ 10d NAILS 0 6- at STAG SECURE 2x6 FLOOR JOISTS 0 16' O.C. TO HEADER w/LUS26 JOIST HANGERS w/(4) 10d TO JOIST & (6) 10d TO LEDGER GRASPABLE HANDRAIL; 1 1/4' LAIN TO 1-1/2' MAX DIAMETER GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD SHALL NOT BE GREATER THAN 3/8'. GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST RISER SHALL NOT BE GREATER THAN 3/8'. HANDRAIL BRACKETS TO BE CONNECTED TO FRAMING PER MNUF. RECOMMENDATIONS � _ sECTTON 1 1/Y WIN Ilk RETURN HANDRAIL INTO 1X BACKER BD. PLAN r IF USING PREMANUFACTURED STAIRS, FOLLOW THE DETAILS PROVIDED BY THE MANUFACTURER. 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE wA2) 16d NAILS 016.0.C. 23/32' FLOOR SHEATHING NAILED w/8d NAILS 6" \ O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) 2x BLOCKING 4'-O' O.C. FOR TWO BAYS NAIL FLOOR SHEATHING TO BLOCKING w/ 8d NAILS 0 4' O.C. TRUSS PER PLAN — SHEATHING PER PLAN - META16 ANCHOR 0 24. O.C: STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/2-16d NAILS 0 EA. JOIST DIAG. REQ. 0 BLMING. NAIL w/ (2) 10d NAILS 23/32- FLOOR SHEATHING NAILED w/Bd NAILS 0 E.E. O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) FIELD FRAME 20 KNEE W i OR PRE-ENG FLOOR TRUSS, STUDS 01§' O.C. w/ (2) i6d NAILS 0 EA END NAILING PER DETAILS 8' KNOCKOUT BLOCK w/#5 CONTINOUS BAR GROUT SOLID 8' CMU WALL OR POURED CONC. WALL, SEE PLAN FOR VERT REINF. OOR TRUSS/JOIST TO MASONRY WALL H10A 0 EA. TRUSS w/ (18) 1061-1/2' NAILS TRUSS BOTTOM CHORD — SP2 w/ (12) 10d NAILS TO EA. STUD. INSTALL ON OPPOSITE SIDE IF CONFLICTING w/ H10A 2x STUDS@ 16' O.C. SP1 w/ (10) 10d NAILS TO EA STUD — 23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) TRUSS/JOIST PER PLAN —� DOUBLE TOP PLATE CONT. 2X PLATE w/2-16d NAILS 0 24'O.C. LSTA12 0 EA TRUSS VERTICAL - AID 0 BOTTOM PLATE FIELD FRAME 20 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS 016. O.C. w/ (2) 16d NAILS 0 EA END LSTA12 0 EA TRUSS VERTICAL - BEND 0 BOTTOM OF TOP PLATE FRAMED BEARING WALL SEE PLAN AND W10 DETAIL STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT NAILING PER DETAILS (4) 16d NAILS RIB TO EA. TRUSS 8d NAILS 3' O.C. WALL SHEATHING TO EACH TRUSS (4) 16d NAILS RIBBON TO EA TRUSS NAILING PER DETAILS 8- KNOCKOUT BLOCK w/#5 CONTINOUS BAR GROUT SOLID 8' CMU WALL, SEE PLAN FOR VERT REINF. TRUSS PER PLAN --� SHEATHING PER PLAN META16 ANCHOR 0 EA TRUSS OR 0 24' O.C. TO STRUCTURAL RIM IF JOISTS ARE USED FLFLOOR TRUSS/JOIST w/LET-IN ON MASONRY WALL SHEATHING PER PLAN SP2 w/ (12) 10d NAILS TO EA STUD. �FLOOR TRUSS/JOIST TO FRAMED W "v Im WITHOUT SHEATHING 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 MR WTH HORIZONTAL IAILING PER DETAILS ULrVW M\ I LVM\ 11\VJJ GIRDER FL8 2-STORY CONNECTION @ BEAM 2x STUDS 016' FLOOR SHEATHING —� STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED 0 EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING NAIL SHEATHING TO BOTTOM SEE STRUCT. DETAILS FOR TRUSS/JOIST PER PLAN PLATE AND BEAM OR GIRDER WITH HORIZONTAL VARIATIONS SHEATHING PER PLAN NAILING PER DETAILS TRUSS/JOIST CONNECTION BEAU OR FLOOR TRUSS ojLO,_O„ TO BEAM PER MANUF. GIRDER FINISHED GRADE 2-STORY CONNECTION @ BEAM FL9 MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. TYP. 2-STORY WALL W32 C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 3 O THOMAS A. WEBER, PE o P.E. # 73242 FLORIDA oM ■ BENJAMIN NIESE, PE N P.E. # 86025 FLORIDA 1 /27/21 0 DATE``�,�tlitl/Ji U N O 40 60 = L 0 • C xi o m M -J 00 Cf) 0 �-4 A00 8 N 0 Q U'! r'' w C14 cz cn -4-4 N � tPulteGrour sue_ 1 N •rr�■1 v o ra 'Fs a N O C-4 1 00 -1c Nv ;E 1-� M--� 43 � O W Q 1=11 I O w �8 o O oo w PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME VVhitestone NPC CHILD NUMBER 2117.501 SHEET SO I f p,� w, :,r k J -IleUp.,