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HomeMy WebLinkAbout6487 Bradford Woods Dr (2)0 3 U CS 0 N C) CV M N I - TM 1pulteGrou P 1 APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE 40'-0" 64'-8» - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL -2014 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB LOT SPECIFIC AREA TABLEf Description TOTAL Sheet NumberSheet Title GO.01 Cover Sheet :CONDITIONED SPACE G0.02 General Notes CMU-1ST FLOOR BASE PLAN 1651 SF A1.11 1st Floor Plan CMU-2ND FLOOR BASE PLAN 1243 SF A1.21 2nd Floor Plan 2894 SF A2.01 Front Elevation & Details :NON -CONDITIONED SPACE CMU—COVERED LANAI 260 SF CMU—FRONT PORCH ELEV C2 100 SF CMU—GARAGE 2 CAR 416 SF 776 SF A2.02 Side & Rear Elevations & Roof Plan E1.11 E1.12 1st Floor Electrical Plan 1st Floor Electrical Options E1.21 E1.22 P1.11 2nd Floor Electrical Plan 2nd Floor Electrical Options 1st Floor Plumbing Plan 3670 SF P1.21 2nd Floor Plumbing Plan CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-Kitchen 23-2019 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC COOS, AND THE CITY OF ZePHYR,.HI"S ORDINANCES JUL 1 3 2020 REVIFEW DA'T CITY OF ZEAYR1141 PLAN EXAMINER Refrigerator Choices No Refrigerator Laundry Room Washer and Dryer Choices No Washer and Dryer Configuration Choices Configuration B Masonry Choices No Masonry Elevation Choices Craftsman (CR202) Firsoor Hlate Height Chnires 9'-4" Plate Height Bath 2 Shower Choices Tub/Shower Combination Bath 4 Choices No Bath 4 Flex Room Choices Bedroom 5 Flex Room Ceiling Choices Tray Ceiling Garage Attic Choices No Attic Storage Garage Bay Choices 2—Car Front Load Garage Extension Choices No Extension Garage Water Heater Choices Electric Water Heater Gathering Room Ceiling Tray Ceiling Gathering Room Door Choices Sliding Glass Door LOT SPECIFIED PLAN INFORMATION Additional Hose Bib Location Rear Exterior irsoor Wall CMU Exterior Wall Exterior econd Floor Wall Kitchen Layout Choices 2x4 Exterior Wall Layout 4 CustomerName Market Home, 6871-05301 Laundry Layout Choices Layout 2 Loft Ceiling Choices Flat Ceiling Address Owner's Bath Layout Choices Owner's Bath Layout 1 Owner's Suite Ceiling Choices Tray Ceiling 6487 BRADFORD WOODS DRIVE Hear Living Area Kitchen Outdoor Kitchen ZEPHRYHILLS IFIL 133542 earLiving Area Hatio Cover Covered Patio Community Wind Speed Choices Wind Speed 140 671 OAKS OF PASCO arage Handing arage Left 6871-05301 0 r� 00 M O .o A� 4 4) U M � cn Cf N C) o tPulteGroup- 60 � 1 4� O � g W � Cn w G� pL1 O x U RELEASE XX PROJECT TYPE Sinele Family SPECIFICATION LEVEL Nte PLAN NAME VVMtestone NPC CHILD NUMBER 2117.501 SHEET GO.01 " GENERAL NOTES — DO NOT SCALE DRAWINGS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS TERMITE PROTECTION — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT off PulteGl U.. — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF TREATMENT — INSPECTION FOR TERMITES o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES EXTERIOR — WATER RESISTANCE 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 WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. ■ THIS IS NOT REQUIRED OVER CMU — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER R703.4 — EXTERIOR PLASTER o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND R703.7 — LATH o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1h" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 7/8" LONG, 16 GAGE STAPLES, SPACE NOT MORE THAN 6" INTO FRAMING MEMBERS o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1h inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the 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. — SIDING o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — MASONRY o BRICK IS TO BE INSTALLED PER R703.8 o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 ROOFING — UNDERLAYMENT R905.1.1 o Unless otherwise noted underlayment for asphalt shingles, metal roof shingles, mineral —surfaced rol roofing, slate and slate —type shingles, wood shingles, wood shakes and metal roof panels shall conform to the applicable standards listed in this chapter. Underloyment materials required to comply with ASTM D226, D1970, D4869 and D6757 shall bear a label indicating compliance to the standard designation and, if applicable, type classification indicated in Table R905.1.1. Underlayment shall be applied and attached in accordance with Table R905.1.1. ■ Exception: A reinforced synthetic underlayment that is approved as an alternate to underlayment complying with ASTM D226 Type II and having a minimum tear strength in accordance with ASTM D1970 or ASTM D4533 of 20 pounds shall be permitted. This underlayment shall be installed and attached in accordance with the underlayment attachment methods of Table R905.1.1 for the applicable roof covering and slope, except metal cap nails shall be required where the ultimate design wind speed, equals or exceeds 150 mph. — FLASHING R903.2 o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and shall be installed in a manner that prevents moisture from entering the wall and roof through joints in copings, through moisture permeable materials and at intersections with parapet walls and other penetrations through the roof plane. — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.3.8 VENTILATION / ATTIC ACCESS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT VENTS ONLY PER R806.2 — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A GENERAL NOTES COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — 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 THAN 30 SF o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF THE ROOF FRAMING MEMBERS o MIN. ATTIC ACCESS SIZE IS TO BE 22"x3O" WITH 30' OF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE FIRE—RESISTANT CONSTRUCTION — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR A 20—MIN. FIRE —RATED DOOR — 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 — �" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE CEILING WITHOUT .HABITABLE ROOMS ABOVE — 5/8' GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE — %" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS WINDOWS/DOORS — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND MIN. 20" D o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44' A.F.F. — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED PATH WITHOUT GOING THROUGH A GARAGE o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES o MIN. HEIGHT 78" o FINISHED FLOOR SHALL BE MAX. 1 1/2" BELOW TOP OF THRESHOLD o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o FIXED AND OPERABLE PANELS IN DOORS ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION ■ GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24' OF THE HINGE SIDE OF AN IN —SWING DOOR. o WINDOWS ■ GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: • WHEN EXPOSED AREA IS OVER 9 SF • BOTTOM EDGE OF GLAZING IS LESS THAN 18' A.F.F. • THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; AND • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SURFACE ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING o WET AREAS ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. ■ SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED WOOD — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD INSULATION — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY DRYWALL — �' SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS ACCESSIBILITY — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS REQUIREMENT. o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 POCKET DOOR SITE ADDRESS - BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO LESS THAN 4' IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY GUARDS AND WINDOW FALL PROTECTION — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE GRADE (WITHIN 24' HORIZONTALLY) OR A.F.F. — GUARDS SHALL BE MIN. 36" o EXCEPTION: 34' IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE OF THE STAIRS — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED STAIRS — MIN. CLEAR WIDTH 36" o HANDRAILS SHALL NOT PROJECT MORE THAN 4 %" ON EITHER SIDE OF THE STAIRWAY — MIN. HEADROOM 6'-8" — MAX. RISE 7-3/4" — MIN. TREAD DEPTH 10" — HANDRAILS o 34"-38" ABOVE SLOPE PLANE 0 HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE THAN FOUR RISERS 0 1 1/a"-2" GRIP SIZE OR GRASPABLE FINGER RECESS ELECTRICAL — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o IN EACH SLEEPING ROOM o OUTSIDE EACH SLEEPING ROOM o ON EACH ADDITIONAL STORY o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI CIRCUIT BREAKERS OR RECEPTACLES — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND SHALL BE LISTED AS TAMPER —RESISTANT — NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH —EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS *PulteGroup- r.. O OO L M 00 O N � c o W PRODUCT MANAGER RELEASE PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET GO.02 PRODUCT MANAGER RELEASE PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET GO.02 0 I N 40'-0' 7'-2" 13'-7" 13'-3" 6'-0" 26'-0" 1'-4" 11'-0" 1'-4" it 11'-0" SOFFIT SOFFIT r--------- �\ 1 \ NI ' 1 , r 1 0 ' 8z COVERED LANAI 8o I =-n I I 1 1 I I * (2) 25 SH (3) 25 SH 6080 SGD Emwom MOM ,; I•' 25-10 TRAY CEILING r — — — TRAY CEILING — 2'-0" — — — TYP. 2'-4" GATHERING ROOM I CAFE OWNER'S SUITE 12" IRAY UP I FRAME DOWN o I e I a co FRAME SLOPED I I I (CEILING TO MATCH I 10'-2" It w SLOPE OF STAIR I 1'-0" o I ■ 1 9-61 4-3 I ---------- 3 L — — — — — 1 1 1 Z 5'-11" 2 6 42" KNEEWALL I®I pW _ X FRAME Q. OPT. OPEN RAILNil - A-Fnt eA Mss I I I KNEE lo0 �o 00 o II I WALL o 0 " I 6'-3" BELOW 9'_� 9'-� oo� uu STOPffll I ' HANDRAIL �7 I I I I 1 1 1 1 I I I I 1 I I I I I I I CV I I '� i • � Lh------ ,R,S I I KITCHEN 8'-K 5' V2 r " Lr APPROX. LOC. W. ° OF AC PAD. -OPT.= 3' MOVE AS REQ'D N BY LOCAL CODE. N -I LAUNDRY --- ------ -- ,. -+ N _ N - OPT. p 0 I REF. I` N WASHER ALWA N WIC TO THE LEFT1R1SL �I M r--------i ---- ---i e. N 7'-7" 3'-4 ; 6'-3v" � i ENTRY TR 1 II 1 - -1 51_ 2/6 --------8'-1 DRYER �� 4l�" 4 7 2 2/8 -_1 S/1 R 40 RP FOYER BEDROOM 5 19'-V 6'-10" i 2 CAR GARAGE 3'-0' . 30 ----------------------------------------------------------- C� I � 1 � I � 1 � 1 1 1 1 ' *(2) 26 SH I I Ln F. I � , 1 I I 1 1 I � 1 � 1 I � 1 � O 1 ; I o 1 O 16070 OHGD ro 2'-0' 16'-0" 2'-0" 6'-3" 6'-11" 20'-0" 6'-10' 1 S-2" 40'-0' FIRST FLOOR PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAF o I o 8X8 CMU " COLUMN OVER 16X16 "' a BASE LEGEND MASONRY - CONC. BLOCK OR BRICK WALL M,, r`7777771 2X FRAME WALL PER PLAN OIL ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4'� DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. 12:f CEILING TRAYS ARE TO BE RECESSED INTO THE TRAY UP TRUSSES 12" U.N.O. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -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 *PulteGroup- TNNNNNNNI L!n c:> 5! r'-1 M 00 cv O N O np O O PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET A1.11 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET A1.11 LEGEND MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN ot /, ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" �C DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4:� DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. 12:f CEILING TRAYS ARE TO BE RECESSED INTO THE TRAY UP TRUSSES 12" U.N.O. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -20 WALLS ARE DRAWN 3 1/2" THICK -2x6 WALLS ARE DRAWN 5 1/2' THICK -8" BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING FURRING 10'-8 3 4" 9'-4" 40'-0" TRUSS BR 19'-2" 2'-0" 5'-31/2" 13'-61/2' 8'-0" 5-111/2" ° 7'-10 1/2' 11'-4" N \ I Cp HANDRAIL Lo O i i i i i i i i x 0 -0 Lo O o 11'-11 1/2" 42 KNEEWALL '�-� TP OPT. OPEN RAIL TBCID I " ' N � N BEDROOM 2 DD-;BATH 2 N f 4 t i 1 i TR ' � N M LOFT -- N -3 1/2' 3'-5 1/2" STAIR CALCS. N o M �- ,� OPEN"INc _ FLOOR 0 RS TO FLOOR HT. , 0'-8 } /49 7 TREAD 17 ® 10 / -- — 0 16 �'_ �'�nmc°scurnE 6 1R1S . NOSING 1° w 00 - -- HANDRAIL °o 1R1S N 3'-0" 3'-11" 4'-10" 5'-3" - - - - -- - - / . " 1'-5 1/2' GRASPABLE 1-1/2" MIN 1 1/2° MIN. 4 -8 1 2 15 -0 �,eg M HANDRAIL; 1 RETURN v 1/4" MIN TO HANDRAIL cli ---_--- 0 1-1/2" MAX � INT01X �\ �' BEDROOM 3 DIAMETER''" BACKER 4S �' WIC .� BD. �1 R1 S SECTION BEDROOM 4 STAIR DIAGRAM 4 1/2" - -- i i i " 2030 FIXED(TEMP) 3050 SH* 3050 SH* TREAD o WIC O CD \ o I rn I p 4 1 2" s�tic� 1" NOSING �s 1R1S 0 3050 SH* 3050 SH* N 10'-0" 10'-0" 3'-0" 3'-0" 7'-0" 1'-0" 20'-0° 6'-0" 141-0" 40'-0" cnlql O N O N SECOND FLOOR PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 1107 PAPER) h O N O N c� a 0 U E ♦'/ 00 O 0 Ui `pper � O A� v45 v U •� "o O r cnbb �a N 0 *PulteGroupr PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinkle Family SPECIFICATION LEVEL I Me PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET A1.21 T.O. WDW. Y - -- - 8" LAP00 -- - _ - --- - - PER SPEC � R 00 10'-8 3 4" ---- _ FR NT ELEVATION SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) E 7 G 2" CMU HEADER DTL. SCALE: 1/2" = 1'-0' fl%-SIDING PER SPEC 0 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 i r 1"x4" SMOOTH TRIM MATERIAL 1"x4" SMOOTH TRIM MATERIAL FRAME HEADER DTL. SCALE: 1 /2" = 1'-0" M cx i3 n 4n NLLL CMU SILL DETAIL SCALE: 1/2• = 1'-0" GARAGE DOOR GARAGE DETAIL SCALE: 1/2" = 1'-0" BRACKET DETAIL SCALE: 1" = 1'-0" C 10" 8 P ELEVATION 1" 1X4 TRIM 1X TRIM I I I I I I I SIDING 8" CMU COLUMN 1'-4" 11-2" 1X4 TRIM +1 STUCCO BAND CMU BASE 1" I COLUMN DETAIL DSCALE: 1/2" = 1'-0" a 0 0 CV 2 U' U ci r4 44 00 0 ul) C\ Q Tq �C�11 Uc o �4 0 N � *PultoGroup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL. Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.01. u -ATTIC VENTILATION ZONE 3- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 92 13248 0.307 44.160 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 0 0 0 0.307 44.160 7 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY -ATTIC VENTILATION ZONE 2- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. Q. IN. 1072 154368 3.573 514.560 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 1.429 205.824 2 2.144 308.736 50 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY 0 -ATTIC VENTILATION ZONE 1- ACTUAL ATTIC AREA 'TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1255 180720 4.183 602.400 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17)o SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY 0 I O -------r------------ I I I I I I I I I I I� N I:1 .0 14� `� I I � I n- u-�W g �; o �Wo QOZ I I I I I I I I I I 8' LAP SIolNc I I I . e- ....._ _ - --- � I IST EL PLATE 77 rn 0 ROOF PLAN 00 tr SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16° = 1'-0" ON l l x17 PAPER) a BEE111 FINISHED FLOOR Aj I OPT. GRIDS PER OPT. 4" BANDING COMMUNITY SPEC (+1/27, W REAR ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) OPT. PER COMMUNITY SPEC OPT. PER COMMUNITY SPEC 8" LAP SIDING 2ND FL TRUSS RG. 2ND FL TRUSS BRG. WINDOW HDRR_HT. T o - `o o - -- ------ -- - - -- . El - -- d- I� oo � I� d- O I - -- - - - N FLOOR F.F. ------------------------------------- p ''' ^ 1ST FL PLA HT -------------------------------- cn---------- ------------------------------- a, rn---------------------------- ------ - - - WINDOW HDR. HT. i I WIND HDR. HT. -00 ----------- DRYER VENT EXHAUST VENT �pT. HOOD VENT LL' EXHAUST VENT ;� 19'-1 1/2" 0 p o o I °� °° I 1 00 o 00 00 00 00 FINISHEDFLOORI FLOOR fV Q a SIDE ELEVATION N SIDE ELEVATION CD SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-0" ON 1107 PAPER) SCALE 1 /8 - 1 0 (NOTE: SCALE 1 /16 - 1 0 ON 11 x17 PAPER) N n � » n i » — — — 0 a M rM� W v, Q tt\ O v� U� � w M � N � PRODUCT MANAGER RELEASE PROJECT TYPE Single FamilyL. .j Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.02 -ATTIC VENTILATION ZONE 2- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. Q. IN. 1072 154368 3.573 514.560 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 1.429 205.824 2 2.144 308.736 50 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY 0 -ATTIC VENTILATION ZONE 1- ACTUAL ATTIC AREA 'TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1255 180720 4.183 602.400 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17)o SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY 0 I O -------r------------ I I I I I I I I I I I� N I:1 .0 14� `� I I � I n- u-�W g �; o �Wo QOZ I I I I I I I I I I 8' LAP SIolNc I I I . e- ....._ _ - --- � I IST EL PLATE 77 rn 0 ROOF PLAN 00 tr SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16° = 1'-0" ON l l x17 PAPER) a BEE111 FINISHED FLOOR Aj I OPT. GRIDS PER OPT. 4" BANDING COMMUNITY SPEC (+1/27, W REAR ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) OPT. PER COMMUNITY SPEC OPT. PER COMMUNITY SPEC 8" LAP SIDING 2ND FL TRUSS RG. 2ND FL TRUSS BRG. WINDOW HDRR_HT. T o - `o o - -- ------ -- - - -- . El - -- d- I� oo � I� d- O I - -- - - - N FLOOR F.F. ------------------------------------- p ''' ^ 1ST FL PLA HT -------------------------------- cn---------- ------------------------------- a, rn---------------------------- ------ - - - WINDOW HDR. HT. i I WIND HDR. HT. -00 ----------- DRYER VENT EXHAUST VENT �pT. HOOD VENT LL' EXHAUST VENT ;� 19'-1 1/2" 0 p o o I °� °° I 1 00 o 00 00 00 00 FINISHEDFLOORI FLOOR fV Q a SIDE ELEVATION N SIDE ELEVATION CD SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-0" ON 1107 PAPER) SCALE 1 /8 - 1 0 (NOTE: SCALE 1 /16 - 1 0 ON 11 x17 PAPER) N n � » n i » — — — 0 a M rM� W v, Q tt\ O v� U� � w M � N � PRODUCT MANAGER RELEASE PROJECT TYPE Single FamilyL. .j Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.02 0 -ATTIC VENTILATION ZONE 1- ACTUAL ATTIC AREA 'TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1255 180720 4.183 602.400 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17)o SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY 0 I O -------r------------ I I I I I I I I I I I� N I:1 .0 14� `� I I � I n- u-�W g �; o �Wo QOZ I I I I I I I I I I 8' LAP SIolNc I I I . e- ....._ _ - --- � I IST EL PLATE 77 rn 0 ROOF PLAN 00 tr SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16° = 1'-0" ON l l x17 PAPER) a BEE111 FINISHED FLOOR Aj I OPT. GRIDS PER OPT. 4" BANDING COMMUNITY SPEC (+1/27, W REAR ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) OPT. PER COMMUNITY SPEC OPT. PER COMMUNITY SPEC 8" LAP SIDING 2ND FL TRUSS RG. 2ND FL TRUSS BRG. WINDOW HDRR_HT. T o - `o o - -- ------ -- - - -- . El - -- d- I� oo � I� d- O I - -- - - - N FLOOR F.F. ------------------------------------- p ''' ^ 1ST FL PLA HT -------------------------------- cn---------- ------------------------------- a, rn---------------------------- ------ - - - WINDOW HDR. HT. i I WIND HDR. HT. -00 ----------- DRYER VENT EXHAUST VENT �pT. HOOD VENT LL' EXHAUST VENT ;� 19'-1 1/2" 0 p o o I °� °° I 1 00 o 00 00 00 00 FINISHEDFLOORI FLOOR fV Q a SIDE ELEVATION N SIDE ELEVATION CD SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-0" ON 1107 PAPER) SCALE 1 /8 - 1 0 (NOTE: SCALE 1 /16 - 1 0 ON 11 x17 PAPER) N n � » n i » — — — 0 a M rM� W v, Q tt\ O v� U� � w M � N � PRODUCT MANAGER RELEASE PROJECT TYPE Single FamilyL. .j Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.02 0 I O -------r------------ I I I I I I I I I I I� N I:1 .0 14� `� I I � I n- u-�W g �; o �Wo QOZ I I I I I I I I I I 8' LAP SIolNc I I I . e- ....._ _ - --- � I IST EL PLATE 77 rn 0 ROOF PLAN 00 tr SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16° = 1'-0" ON l l x17 PAPER) a BEE111 FINISHED FLOOR Aj I OPT. GRIDS PER OPT. 4" BANDING COMMUNITY SPEC (+1/27, W REAR ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) OPT. PER COMMUNITY SPEC OPT. PER COMMUNITY SPEC 8" LAP SIDING 2ND FL TRUSS RG. 2ND FL TRUSS BRG. WINDOW HDRR_HT. T o - `o o - -- ------ -- - - -- . El - -- d- I� oo � I� d- O I - -- - - - N FLOOR F.F. ------------------------------------- p ''' ^ 1ST FL PLA HT -------------------------------- cn---------- ------------------------------- a, rn---------------------------- ------ - - - WINDOW HDR. HT. i I WIND HDR. HT. -00 ----------- DRYER VENT EXHAUST VENT �pT. HOOD VENT LL' EXHAUST VENT ;� 19'-1 1/2" 0 p o o I °� °° I 1 00 o 00 00 00 00 FINISHEDFLOORI FLOOR fV Q a SIDE ELEVATION N SIDE ELEVATION CD SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-0" ON 1107 PAPER) SCALE 1 /8 - 1 0 (NOTE: SCALE 1 /16 - 1 0 ON 11 x17 PAPER) N n � » n i » — — — 0 a M rM� W v, Q tt\ O v� U� � w M � N � PRODUCT MANAGER RELEASE PROJECT TYPE Single FamilyL. .j Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.02 PRODUCT MANAGER RELEASE PROJECT TYPE Single FamilyL. .j Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.02 O CV O N FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) q ELECTRICAL SYMBOLS 11 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFq STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OW/(FgSTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 0220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) $4 f$ SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0" LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT - LIGHT FIXTURE - EXTERIOR WALL MOUNT - R LIGHT FIXTURE - LED DOWNLIGHT -- LIGHT FIXTURE / VAPOR PROOF L3 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 CEP ELECTRIC PANEL PROTECTED) AAFCI SC SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO c'c; DISCONNECT DETECTOR(AFCl PROTECTED) EMERGENCY LIGHT -SPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET cm XY GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) -9 GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TvDATA I MEDIA /SWP BOX 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 _ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP G COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL 2PH urp 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS Inl'llamI''m"iffillimin I.� I I III III � �I I F — I 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE lItPultoGrou M p OO o 4c v � U Q N a � U w � o w -� O O cc x � PRODUCT MANAGER RELEASE PROJECT TYPE Sinde Family SPECIFICATION LEVEL I Pulte PLAN NAME VVMtestone NPC CHILD NUMBER 2117.501 SHEET E1.11 --------------------------------------------------------- --------------- - - - - - - - - - - - - f COVERED LANAI ' I ' 1 R R OPT. (�: ;�> �Pf OPk ' OPJ I 4'-0"r _ 4�-4/2p 41-p»-- -- -- --4 -ptl " _ .- I GFCI f OPTIONAL TV& ELEC. L- -------- FLOOD LIGHT I OPT. DATA/ L7,11 OUTLETS 18' BELOW CLG. SM o OPT. MOTION SENSOR 1 » 1 M 1 tl / tl 1-1tl 1 » tl , tl » 4 -0 2 -6 2 -6 4 -0 3 0 3 -7 31-7 \\ 4 -0 31-9 rG THERIN ROOM ----- ------ R 'PR�R� II i R CAFE °o ROT. OPT. PT.' OPT.-;o OOPT. OPT.' OWNER'S SUITE , f I O ; o I; `", "> N I I `✓' �> j OpT. FLR. OUTLET - / OPT. OPT. _o I I 13'-11N \\\ I II I I , I 9'-1 1 /2» R - _ R I -------------- OPT.OPT. OPT. -- -- OPT, o L- — J � L o J , 1 \\\ OPT'-' II ---- a 0 'P�Pa 25o°I' Q 0 I ---- ---- - o, J I , ----' 0 I I 'P�OPT , = 1 , STO I I, 1 I ADD ADDITIONAL U. 1------- ' I M - �• " GAB LT. FOENT. PKG. OPk'' KITCHEN..---- '-_- ;--7 - LAUNDRY C =zi C ' OPT. U.CAB. LL'" -� r e 0 ;oP . t_lL--� - WIC -- 0 N ENTRY --0 1 I1 1 1 11 1 - 11 _.. - ° - --- - - 5c.) BA. 3 2 CAR GARAGE ' w -------------- - OPT. � GFOYER F o PII _ _ OPT. COACH LIGHT - - — - - -- - BEDROOM 5 R )PT. \ o I � M f n n\ „ 1 � f I 1 A,'� / ' \ R ''OPT. 1 f \ --at - — — — — -------------- --� ------------------ TO SWITCHED GFCI'S ABOVE ------------- IN_ SOFFIT FIRST FLOOR ELECTRICAL OPTION, SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) O LIGHT 2'-0" TYP. SPACINf METAL STUD, TYP. 21-ptl TYP. SPACING END NAILS, TYP. �20 WOOD BLOCKING INSIDE METAL L-WOOD BLOCKING STACKED BETWI TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS PLATE, TYP. METAL STUD, TYP. 2x6 WOOD STACKED BETWEEN BLOCKED METAL STUDS, TV. Pol WOOD BLOCKING INSIDE--, I METAL TRACK, FROM BOIM PLATE TO TOP PLATE 01 04 END NAILS, TYP. 1 _ 110V DUPLEX OUTLET % LOCATION %- ,00, 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENIIT� TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING SCAT—W. .. - - -_ -- - ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) Offq STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER /(FgSTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. BE SWITCHED FLOOR OUTLET 0220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) s ff SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY '(" LIGHT FIXTURE - CEILING MOUNT H�> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT _(%C LIGHT FIXTURE - PULL CORD F0 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 n n> OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE s MOKE DETECTOR © EP ELECTRIC PANEL AFCI PROTECTED) O SMOKE/CARBON Et METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT -SPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH T S TELEPHONE OUTLET GARBAGE DISPOSAL (GFCI PROTECTED) DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT G9 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 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL ?Po 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS �I-Tm"-rL III II III III III II IIII; 111J4 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE a. 0 CV 0 N 0 v ,1- oU0o � O A� v� Uc •� O 0 cn N as tPulteGroup- PRODUCT MANAGER IRELEASE v I r%A=. v /v., /vv\,v PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.12 ECOND FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-0' (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) 11 ELECTRICAL SYMBOLS V STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0' LIGHT FIXTURE - CEILING MOUNT H�> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT - LIGHT FIXTURE - EXTERIOR WALL MOUNT R - LIGHT FIXTURE - LED DOWNLIGHT -�- LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 0 EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE c LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO �MOKE DETECTOR �EP ELECTRIC PANEL AFCI PROTECTED) © SMOKE/CARBON F=ELJ ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT -OPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH T S TELEPHONE OUTLET /0/ GARBAGE DISPOSAL ( GFC PROTECTED) DOOR BELL CHIMES GARAGE DOOR 0 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 1---2" PVC CONDUIT m 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 11- =1 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 ur'D 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS -�--� L III III III III. _ I III III III III I I — I I 1#4 SERVICE GROUND CONNECTED TO CONCRETE 7—:7- ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE a 0 N GV 0 U �0 rM� O A� v MM� N v� U •� " O 0 r C Cn iv as *PuiteGrou�T n I 00 U 0 U v cn o w o O w p° Q x1 N PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET E1.21 0 N 0 N r----- --- ,, - SWITCH BELOW IN SOFFIT WP/GFCI------------------------------------------------------------------- --- i ND FLOOR ELECTRI SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) �:0 AL OPTIONS I I I I I IN SOFFIT f ELECTRICAL SYMBOLS 11 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) ClSTANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) tGFq STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER /GFgSTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET *DW DISHWASHER OUTLET (GFCI PROTECTED) ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0 LIGHT FIXTURE - CEILING MOUNT H�> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT �pc LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT -{,R} LIGHT FIXTURE - LED DOWNLIGHT -�- LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) Q EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE >Q� LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO �AFMOKE DETECTOR �EP ELECTRIC PANEL q PROTECTED) © SMOKE/CARBON Et ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCl PROTECTED) EMERGENCY LIGHT ® -011PB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET IM S GARBAGE ARBA DISDPj SAL � DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT ieo OPENER DATA/TV MEDIA /SWP BOX v 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 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 1— 2' PVC CONDUIT 1/2' PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/O COPPER 1-3/0 ALUMINUM 4 ELECTRICAL RISER_DIAGRAM NOT TO SCALE 4/0 SER CABLE 1W AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL 2PH MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 'I.� II III III �IIII�I _4 — I 1 #4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE 0 ul) M 1 00 0 i4 O A� 4 v� UC'� bb cf) N c llkPultoGroup- U-) z O1 o L M 00 "..0 O U N Q U _ v 4c o w cu pD Q � N � PRODUCT MANAGER IRELEASE I DATE: xx/xx/xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.22 LC FIRST FLOOR PLUMBING PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 110 PAPER) THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY 0 cn 00 0 � 0 o A� a� a) V� m N r� tPulteGroup- Ln > cn oc 0 0 co � H x � � PRODUCT MANAGER RELEASE PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET pill THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY 5'-3Y' I S-50 -- - N BEDROOM 2 WATER CLOSET PER SPEC tea' 7 VANITY LAV--(D LOFT PER SPEC BATH 2 L BEDROOM 3 BEDROOM 4 I WIC I I I i WIC 0 a :a E — — _ a 0 - - - - - - 0 u- c N N v s U L v s CV O N SECOND FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) *PulteGroup- RODUCT MANAGER RELEASE DATE: XX /XX /xxxx PROJECT SPECIFICATION LEVEL I Pulte P PLAN NAME WWtestone NPC CHILD NUMBER 2117.501 SHEET P1.21 A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 6th EDITION (2017). WHERE MORE STRINGENT CODES ARE ADOPTED, THEY SHALL GOVERN THE WORK, 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS REFER TO ARCHITECTURAL, ELECTRICAL E LEC ICAL PLUMBING AND MECHANICAL DRAWING FOR L, S 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. 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-PO9TIVENLO6: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS _ 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD - 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF BC LIVE LOAD w/ STORAGE _ 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD _ 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD _ 60.0 PSF EXTERIOR WD WALL _ 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING _ 40.0 PSF WIND SPEED PER ASCE 7-10 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE "C' 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATE INDEPENDENTLY ENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. D DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. 2. ALL ALL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8". CONFORM TO ASTM D 1557. 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. 4. FOOTING BACKFILL AND UTILITY TRENCH BACKALL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. 5. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6' AND SEALED. D. CONCRETE: 1. CONCRETE SHALL CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE" (AD 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. 2. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK FILL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER Y3 OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS 7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. 9. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN AD 614, AG 301, AD 318 & AD 332. 10. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. 11. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5" SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0" SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE N 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. E 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / AD 530 & 530.1 / ASCE 5 & 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (f'm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8" x 8' x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR V. 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 AD 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 AD HOOK 14 20" 3" 10' 15 25' 3-3/4' 10' #6 34" 4-1/2' 11' #7 42" 5-1/4" 13' G. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO B : CLASS ° ". MINIMUM P E E S B N MUM LAP LENGTH SHALL BE PER CHART UNLESS NO WI MINIMUM NOTED OTHERWISE. M N MUM 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" WOOD FRAMING: FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE NDS. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER 016" O.C. FOR WALLS 9'-5" OR LESS. INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPF OR SP NUMBER 2 OR BETTER 0 16" O.C. MAX. (U.N.O.). INTERIOR NON -LOAD BEARING WALLS SHALL BE 2x4 SPF, SP, OR METAL STUDS 0 24' O.C. MAX. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 2x4 STUD WALL PROVIDE: (1) 2x4 KING STUD AND (1) 20 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 24 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH Y2' TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8' O.C. FOR EACH, U.NO. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12' O.C. UNLESS NOTED OTHERWISED. ENGINEERED LUMBER, SMALL BE I -LEVEL PRODUCTS OR EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. ALL FASTENING SHALL FOLLOW TABLE R602.3(1) U.N.O. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN, THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24' O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16' (INCHES) O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. PROVIDE BRACING AND BLOCKING PER BCSI-83 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. AKIPI-1(lpAPF-. 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2" DIA., EMBEDDED 7". USE 10" LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3'x3"xO.229' PLATE WASHERS ARE ASTM/ASME B18.22.1. 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF AD 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON STRONG -BOLT 2'PER FL PRODUCT APPROVAL 115731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF AD 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON `TITEN HD'PER FL PRODUCT APPROVAL #15730.7. 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 AD 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 116230.1. 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 ICC-ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE: SIMPSON POWDER -ACTUATED FASTENERS'PER FL PRODUCT APPROVAL #15730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON `TITEN 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: o) 1/2' DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND 4'EDGE DISTANCE. b) 1/2' DIA. SIMPSON 'TITEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON `TITEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2' DIA. F1554 GR. 36 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 WITH SIMPSON TYPE "SET" EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12' LONG LAP WITH THE CONTINUOUS REBAR IN THE LIE BEAM. IF THE WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX. 16" HIGH AND 4" WIDE AT THE FLOOR. DRILL HOLE AND INSTALL A 32' LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. ABBREVIATIONS: 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN A. PLYWD = PLYWOOD AND/OR CURB CONDITIONS. B. OSB = ORIENTED STRAND BOARD 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE C. NAILING: MANUFACTURER, OR IS AT LEAST 2-Y" FROM ANY EDGE FOR V BOLTS AND 3-Y' FOR V AND Y" BOLTS, THEN A C.A. 8d = COMMON NAIL STANDARD EXPANSION BOLT EMBEDDED 5' MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED C.B. 10d - COMMON NAIL SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 4' T 1 ( OM 0 16 '). 6). C.C. 12d =COMMON NAIL 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE C.D. 16d - 0.135' x 3 1/2" GUN NAIL OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON C.E. EN - EDGE NAILING THE PLANS. TITEN HD SHALL BE A MINIMUM Y• x 6", OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN 'SET" C.F. FN = FIELD NAILING ANCHOR W/SIMPSON TYPE EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6' MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. C.G. SN = SIDE NAILING C.H. BN =BOUNDARY NAILING 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR C.I. BF = BOUNDARY FASTENING SEE THE DETAIL IN THESE DRAWINGS. D. AB = ANCHOR BOLT FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2" FROM THE FACE OF THE TRUSS, A SHIM E. CMU= CONCRETE MASONRY UNIT MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3' NAILS). WHEN GAP IS F. CONIC = CONCRETE GREATER THAN 1 1/2', INSTALL NEW ANCHORS. G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION 4. CMU OVERHANGING SLAB J. MAX = MAXIMUM 4.1 FOR BLOCK OVERHANGING THE SLAB BY V OR LESS, NO REPAIR IS NECESSARY. K. MIN = MINIMUM 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN V AND 1 Y-, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. L. O.C. = ON CENTER 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 )¢ , CONTACT THE E.O.R. FOR REPAIR. M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 5. NOTCHED STUDS IN WALLS 0. TYP = TYPICAL STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING P. U.N.O. = UNLESS NOTED OTHERWISE WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD Q. I.L.O. = IN LIEU OF WIDTH IN BEARING WALLS (1-3/8'FOR A 2X4 STUD OR 2-3/16-FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING R. w WITH WALLS (2-1/8-FOR A 2X4 STUD OR 3-5/16-FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN S. WD = WOOD A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4XI-1/2' T. EE = EACH END SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'#'-SDS3 WITH (12)-1/4'x3'SDS SCREWS, WHERE '#'CORRESPONDS TO THE U. HDR = HEADER NUMBER OF STUDS IN THE MULTI -PLY. V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. ATR = ALL THREADED ROD L. JURISDICTION SPECIFIC INFORMATION: Z. S.C. = SAW CUTS 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, %' MINIMUM EXTERIOR AA. C.J. = CONTRACTION JOINT GRADE SOFFIT BOARD WITH A CEMENTTTIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE AB. DEN = DOUBLE EDGE NAILING REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT WOULD NEED TO BE ATTACHED AC. COL = COLUMN PER MANUFACTURER SPECIFICA110NS. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. AD. REIN = REINFORCEMENT 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS THE KAYCAN VINYL SOFFIT IS INSTALLED IN AE. PLT = PLATE ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL AF. CANT. = CANTILEVER COMPLY WITH R703.1 AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER C' S Pre sine zt .Value sed on 1 $f Ar Roof Pressures Wall Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 16.4 -26.0 16.4 -45.3 16.4 -66.9 28.4 -30.8.j 28.4 -38.0 DESIGN PRESSURE CALCS DESIGN PRESSURES SHOWN ARE MINIMUM ALL, VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIR Comp�lleptS and C#a Pressu�il*Krt*ps3Q}�a'Ie) S�" Description Zone Width (ft) Height (ft) Effective Positive Negative Pressure Pressure Area (ft2) (psf) 24.2 (psf) -26.9 16070 OHGD --- 16 7 112 8070 OHGD 4 8 7 56.0 25.3 -27.7 6080 SG D 4 6 8 48.0 25.6 -28.0 25SH 4 3 5.25 15.8 27.7 -30.1 25SH (2) 4 & 5 6 5.25 31.5 26.5 -28.9 25SH (3) 4 9 5.25 47.3 25.6 -28.0 4010 FIXED 5 4 1 4.0 28.4 -38.0 3080 DOOR 4 3 8 24.0 26.9 -29.3 3050SH 4 3 5 15.0 27.8 -30.2 16080 SGD 4 16 8 128.0 24.0 -26.4 26SH (2) 4 & 5 6 6 36.0 26.2 -32.0 2030 FIXED 4 1 2 1 3 1 6.0 1 28.4 1 -30.8 (2) 2050 SH & 3050 SH 4 & 5 1 7 1 5 1 35.0 1 26.3 -29.8 IWABLE =MENTS 00o Fieldstone ,.��`��p""' F% C.O.A.# 29349 �. 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 0.8 (248) 622-4035 _ BENJAMIN NIESE P.E.# 86025 ❑ THOMAS A. WEBER, PE P.E.# 73242[ORI00' FLORIDA 06-03- ���► L DATE SIGNS IN t / � r4 CU 44 00 o � O A� U •� m O 0 +cc% N � *Pulte roue - PRODUCT MANAGER RELEASE DATE: 03 /27 /2020 PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME W MSTONE NPC CHILD NUMBER 2375.500 SHEET SO.1 (1) #5 REBAR w/ 25" LAP 8" OR 12" SQUARE U.N.O. OR ROUND C.M.U. 8" C.M.U. FINISH PER ELEV. COL. PER PLAN —0'-0° OILFINISH SLOPE GRADE —? ao , MONOLITHIC FOUN o z � PAVERS PER SPEC. . W/ (2) #4 DIA. RODS •. ' CONT. ON CHAIRS 9" STARTER :. 0 • CONCRETE FOOTING COURSE PER PLAN PER PLAN 1-4 0 2 STORY ALT. CMU SEAT 0 -%' F01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB MB MASONRY COL. ON SPREAD FTG. Pav! SCALE: 1/2'=1'-0 SCALE: ,/2"=,'-0 PER ARCH PER ARCH 114 Z� a 8" C.M.U. BLOCK FILLED z7. SOLID w/GROUT a Q 4" C.M.U. BLOCK PER ELEV. w ��. Cm 0'—O" SLOPE =� 25" LAP MIN. (1) #5 REBAR 0 -0 Q SLR -. Co W ¢ z m c°5 - PAVERS OR SLAB PER SPEC. o CONCRETE FOOTING CONCRETE FOOTING • + PER PLAN PER PLAN PER PLAN of LPER PLAN MASONRY COL ON SPREAD FTG. 01 SCALE: 1 /2'=1'-0 3/4' RECESS IN SLAB 10 112" 8" C.M.U. WALL FINISH 3/4' RECESS IN SLAB PER ELEVATION FINISH FLOOR FINISH FLOOR 4" j SLOPE MONOLITHIC FOUND. ,.; w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1'-4' 0 2 STORY GARAGE DOOR RECESSED SILL SCALE: 1/2"=1'-0 RECESS WITH PAVERS 2x AT 24'0.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d 1/2" G.W.B. EA SIDE GUN NAILS 012 O.C. STEP PER PLAN SLOPE — " 4 i'-0" 6 1�2" (1) #4 ROD CONT. ON CHAIRS UNO REINF. PER PLAN w/30" LAP MIN. oQ Z 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR � ¢ z W C-D o Z 8" C.M.U. WALL FINISH PER ELEVATION SLOPE I- MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1-0' 1'-4' 0 2 STORY RECESS 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d GUN NAILS 012' O.C. START SLOPE HERE 2" SLOPE SCALE:1/2'=1'-0 CORNER BAR WITH 25' VERTICAL DOWEL: - MIN. LAP SPLICE EACH AS REQ'D IN PLAN SIDE. SAME SIZE AS CLEAN COMP, =JJ CONT. FOOTING STEEL. r —0'— 90 ALTERNATE TO CORNER II NUMBER OF CORNER SPLICE: PROVIDE CONT. STEEL REINF. BARS BENT 4.:. � ' BARS EQUALS NUMBER OF CONT. BARS AT CORNERS TO COMPLY r.:• WITH THE INTENT OF THE BUILDING CODE. NUMBER OF REBAR PER PLAN 25 MIN. PVC SLEEVE 00 LAP SPLICE 1'4 0 2 STORY F12 REINF. PLACEMENT AT FTG. CORNERS L§L BEARING PENETRATION DETAIL SCALE: 1/2"=1'-0 FINISH GRADE �CI,E THICKENED SLAB EDGE SCALE: 1/2'=1'-0 SCALE: 1 /2'4-0 2x AT 24"O.C. MAX. 1/2' G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS �— (1) #4 ROD CONT. ON CHAIRS PAVERS TYP. SLOPE TYPICAL 3 1/2" CONC. SLAB GRADE - ^� Z (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM 8" OR 12" SQUARE v OR ROUND C.M.U. COL. PER PLAN W C OIL O'—O" ' SLOPE CONCRETE FOOTING PER PLAN PER PLAN MASONRY COL. ON SPREAD FTG. (Concrete) SCALE: 1/2'=1'-0 MASONRY COLUMN PER PLAN PAVERS OR SLAB PER J SPEC. •..-'i"`.:.,.. CONC. FTG. PER PLAN PER PLAN REINF. PER PLAN CMU COL. PER w/30" LAP MIN. PLAN #5 BAR w/25" MIN LAP Z M of cr- z m C' #5 REBAR w/25" MIN LAP PAVERS OR SLAB PER SLOPE SPEC. cn m CONCRETE FOOTING ' PER PLANCD:z� PER PLAN MASONRY WALL CORNER ON SPREAD FTG. (Pavers) SCALE: 1/2'=1'-0 (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS POURED CURB FINISH GRADE o —MONOLITHIC FOUND. w/(2) #4 DIA. RODS 11 1_ " CONT. ON CHAIRS 1'-4' 0 2 STORY-4' ®2STORY EXT. MASONRY WALL @ GARAGE SCALE: 1/2'=1'-0 1\� SCALE: 1/2"=1'-0 Z 2-1 /2" 0 IMPACT a GROUT BED DOOR DOOR PER SPEC Q " Cr CMU COL. PER PLAN C /) —O'—O" SLOPE CONCRETE FOOTING PER PLAN PER PLAN MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1/2-4-0 #5 REBAR w/25" MIN LAP PAVERS PER SPEC a PAVERS PER 3 a DOOR PER SPEC (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS Uj a VARIES) DOOR THRESHOLD PER PLAN F. SLOPE 0'-0' F.F.0 - SLOPE "�' v; - �, PER PLAN ALT. BRICK PER PLAN "� _ i, THRESHOLD III III _III-11 o III -I I I =III -I I Q °� �' 111-III-1 I- ' III -III_ ICI--III=11 11 M r:.. -III III- 3" a - , a., I�hI�1= I -_ - MONOLITHIC FOUND. MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" -�- •,. - W/ (2) #4 DIA. RODS w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 41, 1'-0" CONT. ON CHAIRS V-4" 0 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS 1'-4' 0 2-STORY yr __ L� 1'-4" 0 2 ST Y '`. ALT. FLUSH BRICK EXTERIOR DOOR SILL SGD Pavers EXTERIOR DOOR SILL ENTRY Pavers THRESHOLD EXTERIOR DOOR SILL Cad ENTRY (Concrete) SCALE: 1/2'=1'-0 SCALE: 1/2'4-0 2X AT 16' O.C. W/ 2X AT 16' O.C. W/ 1/2" GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR 1/2' GWB EA. SIDE 2 SEE HEADER/UNTEL PLAN FOR ASSOCIATED WALL DETAIL ASSOCIATED WALL DETAIL STEP PER PLAN SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT SLOPE SLOPE '-� (2) 14 ROD CONT. (2) #4 ROD CONT. ON CHAIRS 6" 10 1/2" ON CHAIRS Ir 10 1/2° 1'-0^ 10 1/2" THICKENED SLAB @ GARAGE (BEARING) SCALE: 1/2'=1'-0 PENETRATING PVC SLEEVE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS VERIFY LOCATION 1". nn n (1) #5 REBAR w/30" LAP MIl 30"x30"x12" CONC. FTG. w/ (3) #4 REBAR EA. WAY FINISH GRADE PLAN I I A.. I L J VEHICLE SIDE OF PEDESTAL REBAR 3" OM TOP & 10" ND 0 BOTTOM �30�" GAS WATER HEATER PEDESTAL SCALE: 1/2"=1'-0 LOCATE PER ARCHITECTURAL DRAWINGS MASONRY WALL ON SCALE: 1 /2"=1'-0 FINISH GRADE PER PLAN SCALE: 1/2'4-0 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT (2) #4 DIA. RODS CONT. ON CHAIRS CN THICKEND SCALE: 1 /2"=1'-0 INTERIOR WALL 2X AT 16' O.C. W/ 1/2' CWB EA. SIDE 00o Fieldstone �Jp!MIN C.O.A.# 29349 `z. 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 • 86� (248) 622-4035 BENJAMIN NIESE P.El 86025 ❑ THOMAS A. WEBER, PE P.E.# 73242[OR100 FLORIDA 06-03-2020DATE ��S ...... SIGNED CV r a ! t / Q) OQ � O A� .ai CM N k-z Q) V co N � *PulteGroup- PRODUCT MANAGER RELEASE DATE: 03 /27 /2020 PROJECT TYPE SPECIFICATION LEVEL Pulte PLAN NAME W MSTONE NPC CHILD NUMBER 2375.500 SHEET S1.0 3 Q m 40'-0" 14'-0" S1.0 24"x24"x12" CONC FTG w/ - /4 REBAR ® 6" O.C. EA WAY J J 26'-0" 111-8n 242412" CONC FTG w/ - #4 REBAR 0 6" O.C. EA WAY F03C S1,0 Wei F11 FO3G a F11 S1,0 S1.0 S1.0 o � 0 \ N (OUTDOOR KITCHEN I o i o' 3'-0" 8" 7'-0" 8" 3'-O" I n 8" 10'-2" 8" 3'-6" 811 6'-8" I 8" 21 O" F12 (si.0 VERIFY M.O. VERIFY M.O. N �' VERIFY M.O. ■ -- ■ ■ --- --- - ------ ■ ■ ■ ■ ■--------- - - - ---- ■ ■ _ -- ■ ■ ■ ■ _ _ _ ■ I F01 S1.0 - 0 i ■ S. C. FO7 II■ I � � O I 0 I■ I N D'—O" ■ t R � t17 I i I S.C. 1 ' CD ■ F10 ■ C5 I _ 1 STORY 51.0 24"x24"02" CONC 1 STORY M °o F FTG w/ #4 REBAR ® 6" O.C. EA WAY 2 STORY I■ r, ■ �, I N 6-1�1/2 6'-61/2"L nlco i— 17'_9" I 14'-8 3/4" cn 18'-2 1/4"lco S1.0 - - - --- - -- - - I --F-- - - I `r 00 I s.c. S1.0 -�t- 00 I I� Is REFER TO ARCHITECTURE FOR ACTUAL WALL LOCATION ■ S1.0 C 4 I o o N START SLOPE C ` ' • F32 LOCATION PER ARCHITECTURE HERE REFER TO DETAIL FOR VARIES - S1.0loo ■ S1,o FLUSH ENTRY CONDITION ■j / S.C. - ■ L, �� F09 PROVIDE (2) #4x3'-0" VAR ES ' S1.0 LONG CORNER CRACK L BARS ® ALL CORNERS OF SLAB 00 (TYPICAL) 0 I ■ S1.0 I � W o F07 ■ St.O I r " J S.C. - - _ .. - ■ ■ ■ ■ ■ -------- - ---- ■ ■ ■ _ - _� M VERIFY M.O. VERIFY M.O. F04 I ••� ■I �M FO6 S1.0 S1.0 -0' 4'-0" 3'-11" 8" 7'-0" 8" 214 24"x24"x12" CONC FTG w/ o #4 REBAR ® 6" O.C. EA WAY �c I I OF ■■■ .■. o VERIFY M.O. " Do -0 8" 16'-8" 8" '-0 20'-0" 40'-0" 6'-10" FOUNDATION PLAN @ ELEV. C2 SCALE: 1/4"=l'-O" F03D S1.0 12'-6" 20'-0" F03D S1.0 LEGEND SYMBOLS ❑■ 8x8 FILLED CELL W/ #5 REBAR ■ 2 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE O❑ 8x8 FILLED CELL W/ NO REBAR REQUIRED 4 45' CMU - FILL CELLS W/ #5 REBAR 12xl2 FILLED CELL W/ (4)-#5 REBAR EL E ELEVATION INDICATOR - ELEVATION NOTED IS Y RELATIVE TO FINISH FLOOR DATUM = 0'-0" DETAIL INDICATOR 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. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS O `�%1%iiirrrr/i Fieldstone 0o C.O.A.# 29349 i 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 (248) 622-4035 BENJAMIN NIESE P.E.# 86025 ❑ THOMAS A. WEBER, PE STA F P.E.# 73242 FLORIDA pRIO ��t4 06-03 2 GN00ALDATE S CL Lo cV a 0 U obb 00 M � O A o� O1 �w U� c) ll[PulteGroup- PRODUCT MANAGER RELEASE DATE: 03 27 REW DATE ESQWIM PROJECT TYPE Sin le Famil SPECIFICATION LEVEL Pulte PLAN NAME WIMSTONE NPC CHILD NUMBER 2375.500 SHEET SIM III mli'YII LI .1,4i. &Il'i m WALL BASE PLAN @ ELEV. C2 SCALE: 1 /4"=1'-0" 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 REQUIRED BY MANUF. 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12'-4' SHALL BE PRESTRESSED. 4. BOND BEAM ELEV = 9'-4' U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4' FOR LINTELS 28' OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED QUANTITY OF N5 REBAR AT BOTTOM OF LINTEL CAVITY 7NOMINAL 6-1 B/1 T LLQUANTITY OF M5 REBAR AT TOP NOMINAL HEIGHT WIDTH #5 REBAR AT TOP MIN. (1) REQ'D ;' 1-1/2" CLEAR J CMU 0o z z GROUT #5 REBAR AT BOTTOM OF UNTEL 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. 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'-7' - 12'-6' DOUBLE 2x12 (2) JACK STUDS, EACH END. #5 REBAR IN VERTICAL GROUT F-ILLED CELL MITER LINTELS BY FIELD r ROUGH OPENING CUTTING BELOW---_---- #5 CORNER DOWELS INSIDE AND OUTSIDE ❑F VERTICAL #5 BAR AS SHOWN a' z Z a- a PRECAST LINTELS 00 FILLLll WITH GROUT — [jLj rr m 90 CORNER DETAIL_ w/ COLUMN BELOW r. -- -- 000 Fieldstone C.O.A.# 29349 �` 4ti F 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 0• (248) 622-4035 ._ N BENJAMIN NIESE P.E.# 86025 r 0 THOMAS A. WEBER, PE i TE OF P.E.# 73242�[OR10 r(► p '?' FLORIDA i 0 06-03-2020 `/AjS�011�AL DATE SIGNED!lI111� C7 cl- Ln CD CV 95 0 U o co r-1 M 0 VJ � O n� �MM W 4-1 N Ur �I cq o N 0 llkPulte ruu - PRODUCT MANAGER RELEASE DATE: 03 27 2020 MIL Doh cs"T" A- - - PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME WHMSEp]2375.5 NPC CHILD NUM 00 SHEET S2.1 cc„AAWAA _ �7Yd TYP. V1101 _ S42 TYP. SECOND FLOOR FRAMING PLAN @ ELEV. C2 SCALE: 1 /4"=1'-O" LEGEND DETAIL INDICATOR XX O LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO 3'-4" DOUBLE 2x6------- S-5" - 6'-0" DOUBLE 2x8------- 6'-1" - 8'-6" DOUBLE 2x10 2 JACK STUDS EACH END. 8'-Y - 12'-6" DOUBLE 2x12 (2) JACK STUDS. EACH END. `��Illlllf/// 0o Fieldstone S. ``t�JAMIN �41 C.O.A.# 29349 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 (248) 622-4035 0 BENJAMIN NIESE P.E.# 86025 ; ❑ THOMAS A. WEBER, PE i IF Q/ P.E.# 73242 FLORIDA I •..... DATE 3-2020 �NAI. I I I I 1 � M 0 v J� O A� a) � Q Urr ?�•1 7� N lotpulteGiroup. PRODUCT MANAGER RELEASE PROJECT TYPE /1• 1 T SPECIFICATION LEVEL I PWte PLAN NAME W MSTONE NPC CHILD NUMBER 2375.500 SHEET S2,2 3 CV cn 0 AT EA VERTICAL CHORD OF FLOOR TRUSS. LUS26 w/ (8) 0.148"xl-1/2" EA TRUSS TO LEDGER. FLOOR &LOW ROOF FRAMING PLAN @ ELEV. C2 SCALE: 1 /4"=V-0" GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 " APA RATED SHEATHING. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2Ym" 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 SOUD BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW, TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND E� DETAIL INDICATOR sHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. 000Fieldstone'!'!! C.O.A.# 29349 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 (248)622-4035 N BENJAMIN NIESE P.E.# 86025 ❑ THOMAS A. WEBER, PE P.E.# 73242 i OF �LOR100 FLORIDA 06-03-22020 i� •.... NAL SIGNEDDATE W N 0 *PultoGrou;r a N C', � v a� U r.. PL-q o � Z o � E--♦ o O 0 o w O o � O x o PRODUCT MANAGER RELEASE PROJECT TYPE Single Family SPECIFICATION LEVEL I Me PLAN NAME WMUSTONE NPC CHILD NUMBER 2375.500 SHEET SID C 11 SECOND FLOOR ROOF FRAMING PLAN @ EEEV• C2 SCALE: 1/4"=1'-0" TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. �1111111►r��, - o�oFiel&tone C.O.A.# 29349 'Z\ �V `1C 3400 AUBURN RD., #200 r AUBURN HILLS, MI 48326 (248) 622-4035 BENJAMIN NIESE P. E.# 86025 ~ ❑ THOMAS A. WEBER, PE i IF P.E.# 73242 FLORIDA *51j 06-03-2020 �rll/llllilll` DATE D L2 0 (V h- S U C) O U M/omy�+ /W V 0 VJ !"1 MV aN v AMPS vc V 0 *PulteGroup- PRODUCT MANAGER RELEASE DATE: 03 /27 /2020 PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME W MSTONE NPC CHILD NUMBER 2375.500 SHEET S3.2 CONTINUOUS STRUCTURAL 777 TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA SEE ARCH. DRAWINGS BOND BEAM PER PLAN R01 DETAIL AT RAISED HEEL 2x BLOCKING BETWEEN TRUSSES w/ 2z BLOCKING AT (3) 8d INTO SUPPORT ® EA END TO SHEATHING EDGES o ADJACENT TRUSS OR TO TOP PLATES le SHEATHING PER PLAN NOTE: REFER TO ARCHITECTURAL STRUCTURAL SHEATHING CONTINUOUS DRAWINGS AND/ OR TRUSS AT TRUSS HEEL, w/ SHEATHING EDGE TRUSS SCREW THRU LOCATION OF BRACING AT MANUFACTURER DRAWINGS FOR NAILING REQUIRED. TOP PLATES TO TRUSS VAULTED TRUSS. SPECIFIC TRUSS PROFILE FRAMING PER PLAN DETAIL AT RAISED HEEL INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). WHEN 9-1/4" < "D" < 15-1/4" SOLID 2x BLOCKING BETWEEN Z TRUSSES ATTACHED TO TOP PLATES w/ 8d NAILS @ 6" O.C. ALONG LENGTH OF BRACED N S. WALL PANELS 0 O O f - TRUSS SCREW PER PLAN NOTE: CONTINUOUS BRACING TRUSS MANUF. REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN < DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). FRAMING PER PLAN v SHEATHING PER PLAN (])TRUSS SCREW THRU TOP PLATES TO TRUSS OF TRUSS ON MASONRY (D TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL 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. 20 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. R02 ROOF TRUSS ON FRAME 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING "X" = 10% AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK HOUSE WIDTH FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE '< SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. ® APPROX. 45-DEG ANGLE. O SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS ® 8" O.C. (2) SIMPSON A23 w/ (8) 10d 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" 4 x 10" STRUCTURAL SHEATHING �"!MI I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. SEE PLAN FOR ATTACHMENT CMU WASHERS AND 7" EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w/ 12d's AT 4" O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED CONT. 2x4 CONDITION, SEE PLAN AND DETAIL. / \ 20 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN ® TOP STRUCTURAL NAILS ® 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING / BRACE SPLICE SHOWN\g' PER PLAN \ 2x4 BLOCKING AT 48" O.C. -' 3 TRUSS BAYS FRAMING 2z6 NAILED ®BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 GABLE END TRUSS BRACING DETAIL GABLE END 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. (8) 10d NAILS EACH STRAP ENGINEERED WOOD ROOFMA TRUSS AT 24" CONT. 2x6 w/ (2) 12d NAILS D.C. 0 CMU WALL STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING (4) 1/4" 0 c 2-1/4" MASONRY -J SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 CONDTIONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. R13 MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) O RIDGE X OO GABLE END BOSTON HIP X 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d EA. OUTLOOKER 20 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 RAL IG SEE PLAN ACHMENT INEERED AT 24" O.C. v EDIMENT BLOCKING @ GABLE 20 BLOCKING AT 2'-0" O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS \­1 rn 1 11 - SHEATHING PER PLAN VALLEY SET TRUSSES BOND BEAM PER PLAN AND SCHEDULE METAt6 AT BLOCKING w/1/4" ::::7 AT 24" O.C. MAX. GAP FROM TOP OF ROOF SHEATHING VALLEY SET TRUSSES VALLEY SET TRUSSES 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING PER PLAN AT 24" O.C. AT 24" O.C. FOR VERT. REINF. MIN. 9" LONG 20 GA. FLAT STRAP w/ c8) lOd ROOF SHEATHING PER PLAN ROOF SHEATHING PER PLAN WALL BRACING AT NON -BEARING EXTERIOR WALL R07)T4 SHEATHING PER _ O R _ I\ SHEATHING PER _ O R _ PER PLAN. PLAN. PLANING 2x4 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW w/ (3) 10d EACH END, QnnVALLEY SET OVER FRAME 1 1�.� "X" - 10% "X" = 10% OF HOUSE WIDTH � HOUSE WIDTH 3 < x 0 / O 3 x < x / O < — x C\ 1 RIDGE RIDGE �t GABLE END 0 GABLE Ix HIP X , ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE: 7/16" SPAN RATED PLYWOOD OR OSB 8d RING SHANK 0.113" x 2-3/8" 1 2 3 OFFSET DIMENSION "X" = 10% HOUSE WIDTH "X"ILE "X" OR : 15/32" SPAN RATED PLYWOOD PANEL EDGES @ SUPPORTS (1) 6" O.C. 6" O.C. 4" O.C. PANEL FIELD 1 6" O.C. 6" O.C. 6" O.C. METAL: 15/32" SPAN RATED PLYWOOD w/24 GA. 19/32" SPAN RATED PLYWOOD w/26 GA. NO I ES: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X" OFFSET FROM ROOF EDGE. 30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE R11 ROOF SHEATHING ATTACHMENT DIAGRAM 101 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 8'-0" BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32" MAX. SPACING ---IF LENGTH IS LESS THAN 4'-0" USE 20 "L" BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 "L" BACKS. NAIL "L" BACKS w/12d 012"0.C.(NOTCHED 0 TOP w/2-12d TOENAILS "L" BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLAN-' R09C PARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE STRUCTURAL SHEATHING PER PLAN 2x4 OUTLOOKER FRAMING AT 24" O.C. OVER DROPPED GABLE END TRUSS. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS. — CONT. 2x4 w/ (2) 12d NAILS SIMPSON H10A w/(16)8d NAILS MIN. - STRUCTURAL SHEATHING — PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLAN VFASCIA SEE ARCH. DRAWINGS CMU 2x4 PURLIN @ EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL 0 8" O.C. 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. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" 5 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. ® APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS ® 8" O.C. TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN R09B UTCH HIP GABLE TRUSS BRACING DETAIL WDROPPED GABLE 8OSTON HIP ROOF TRUSS PER MANUFACTURER 2x6 LEDGER TO FRAME wA2) 1/4" x 3" WOOD SCREW @ 16" O.C. BEVEL TOP TO MATCH ROOF PITCH SHEATHING TO TOP NAILER : 8d NAILS 4" O.C. AND 4" O.C. TO RAFTER/SUB-FASCIA IPER PLAN 2x4 FIELD FRAMED RAFTER ®16" O.C. MAX SPACING - TOE NAIL ONE SIDE OF RAFTER TO LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE SIDE, INSTALL A35 w/BOTTOMS BENT AND ATTACHED TO BOTTOM OF LEDGER & RAFTER w/ 10d x 1 1/2" NAILS. CONNECT TOP AND BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS 2x4 LEDGER TO FASCIA CUT FRAME: PER SPECS w/ (2) w/ 1/4" x 3" WOOD SCREW 16" O.C. 'o SUSPENDE�DR AFTER 1 iTV stole: File Name: STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN AND SCHEDULE SHEATHING PER PLAN R08B WALL BRACING AT BEARING WALL PRE-ENGINEERED ROOF TRUSSES ® MAX. 24" O.C. SHEATHING PER ARCH -� 1x4 FURRING AT MAX. 16" O.C. w/ INSTALLED PER MANUF. (3)10d AT EA TRUSS soy EXTERIOR CEILING FURRING SCALE: N.T.S. 000 Fiel&tone ,.��`��p""... �i C.O.A.# 29349 1,1C ` �. 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 (248)622-4035 BENJAMIN NIESE P. E.# 86025 :. ❑ THOMAS A. WEBER, PE P.E.# 73242 �r� OF i I� FLORIDA �OR►00. �?� C$ DATE SIGNED I111 1r 0 cIll a_ 0 v o m r-I 450 GO O O 00 A� v U O 0 ct bb in 411 N tPulteGroup- PRODUCT MANAGER RELEASE DATE: 03 /27 /2020 PROJECT TYPE A • 1 T SPECIFICATION LEVEL Pulte PLAN NAME WFMSTONE NPC CHILD NUMBER 2375.500 SHEET S4.1 c ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °--NOTE: ° PROVIDE BLOCKING ° AT ALL ° ° ° ° ° SHEATHING EDGES. ° ° ° 0 ° 0 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° k ° ° ° ° ° ° ° ° ° AIL ° ° SPACING AT ° ° ° ° ° ° ° ° ° ° 12" IN ° ° FIELD ° o 0 ° ° ° e ° ° ° ° ° ° ° ° ° ° 0 ° ° ° ° 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 3/8" SINGLE NAIL EDGE SPACING 1/2" 1 1/2 S 1 T 0 ° �° 1/2„ DOUBLE NAIL EDGE SPACIN( �-2x4 BLOCKING NAILING STUD SPACING PER PLA STRUCTURAL SHEATHING PER PLAN STRENGTH AXIS ORIENTA110NCKNAND WALL SHEATHING (',:mN TYPICAL SHEATHING DETAIL DOUBLE 2z TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2x P.T. PLATE SECURED TO SLAB w/ 3" POWDER ACTUI FASTENERS OR TAPCONS O.C. OR (2) ROWS 12d GUN NAILS ® 12" O.C. W11 OAD BEARING WAL DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2X P.T. SOLE PLATE w/ 1/2" DIAM. ANCHOR BOLTS (10 + 2) AT 32" O.C. MAX. w/7" EMBEDMENT OR 5/8" DIA. EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN. OR 1/2" DIA EXP. BOLTS AT 24" O.C. W/1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB w/ 30 PLATE WASHERS W10 STUDS AT 16" O.C. ATHING PER PLAN REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION EA STUD STUDS AT 16" O.C. EATHING PER PLAN 'TOM PLATE CONNECTOR: SDWC15450 SCREWS ® EA STUD REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL w/UPLIFT AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. FASTENERS TO BE 1/8" DIA. MIN. AND EMBEDDED 3/4" MIN. 0"-16" MAX. GAP MINIMUM SHEAR CAPACITY TO BE 1501. 2x ANGLE AS REQUIRED w/ (2) 10d TOE NAILS AT EACH END. STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN r 2x4 FILL w/ 2" MAX. GAP WINDOWS AND DOORS AND AT ENTRIES WITHOUT BETWEEN BLOCKS. BLOCK BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN AS REQUIRED AT WINDOW BARREL FRAMING IS USED. FASTENER LOCATIONS. 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 INSTALLATION DETAIL WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. W13 ARCH FRAMING DETAIL EXTERIOR CONC.WALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. EXTERIOR CONC.WALL - 1/4" DRIVE-IN ANCHOR GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" MIN gd 3" O.C. 3" O.C. 12" O.C. ALL SHEATHING EDGES W02)GABLE END SHEATHING DETAIL L26 WOOD BUCK ANCHORED TO CMU w/ 1/2"x6" I" BOLTS OR 5/8"x6" SIMPSON TITEN HD'S w/ 2" WASHERS AT 24" O.C. & WITHIN 6" OF TOP AND BOTTOM. OR (2) ROWS OF 1/4"0" MASONRY SCREWS 0 12" O.C. STAGGER ROWS 6" FRAME TO BUCK TO MASONRY 1/2" x 2 1/4" HILTI SLEEVE ANCHOR OR EQUAL. MIN. 1 1/2" EMBED INTO MASONRY. (1) PER BRACKET FRAME TO MASONRY Y�PIQ_AL_GA_MAGWDOOR ATTACHMENT DETAILW16 INT FINISH 1x WOOD 1X PT BUCK ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL SILICONE SEALANT FINISH PER ELEAVATION WOOD BUCK ATTACHMENT: 1x_ CUSTOM PT BUCK TO MASONRY. MATCH FRAME WIDTH, ATTACH w/"T" NAILS 04" FROM ENDS AND 12" O.C. REMAINDER. ATTACH WINDO THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL Al TFRNATF- 2z OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS <2 1/4" = 1/4%4" TAPCONS 04" FROM ENDS AND 12" O.C. REMAINDER. w/1 1/4" EMBEDMENT W141TYPICAL WINDOW ATTACHMENT DETAIL INT FINISH WOOD BUCK ATTACHMENT: Ix WOOD 2z OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS <2 1/4" 2x PT BUCK = 1/4%4" TAPCONS 04" FROM ENDS AND 12" O.C. REMAINDER. W/1 1/4' EMBEDMENT ALTERNATE: ACH DOOR PER RIDA PRODUCT 'ROVAL ',K MOULD SH PER ELEAVATION IYPOCAUDWOR ATTACHMENT DETAIL W15 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 TOP &BOTTOM OF PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'D, OPENING FRAMING (JACK STUDS ONLY) PLATE TO BE SPLICED OVER A STUD. STRAPPING AT INTERIOR PROVIDE 48' LAP SPLICE w/ (3) 10d FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES DBL 2X TOP PLATE. BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 16" O.C. PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO CONT. w/ 10d COMMONS AT 16" O.C. MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM - (1) SIMPSON LSTA18 AT 3" O.C. ALL AROUND HEADER CENTER ON HEADER. OPENING CONNECT WALLS PER W10 DETAIL 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. - —- - SHEATHING PER PLAN ® 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 _u___JL < 1n" i AD /TV0I(`A11 NOTE: FOR EXTERIOR BEARING WALLS ONLY Mina YPICAL FRAMED BEARING WALL /RV "EBAR, CONT. IN I BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. EBAR VERTICAL IN I FILLED CELLS, PLAN). EBAR VERTICAL ED 25" MIN. U.N.O. CLEAN OUT AT ALL CELLS. =OUNDATION PLAN DETAILS FOR FOOTING 'ORCING. iu Unr kiirwnL) W19 jYP_QCAUF1_ULE�DCELL DETAIL STUD COLUMNS PER PLAN A. SDS SCREW 016" D.C. - STAGGERED EACH SIDE OF POST (RESULTING IN 8" O.C. R1D COLUMNS PER PLAN OVERALL SPACING) 4—PLY: N x 5' SDS SCREWS 5—PLY: Y, x 6" SOS SCREWS 6—PLY: Y, x 8' SOS SCREWS 7-PLY: Y x 8" SDS SCREWS GS16 OR EOUIV. (TOP, MIDDLE AND BOTTOM) Dd NAILS 0 8' O.C. I PLY) (2) IOd NAILS 0 8" O.C. (EACH PLY) PRIMARY METHOD ALTERNATE METHOD )STUD PACK DETAIL FOR (4) PLY OR MORE STUD COLUMNS TRUSS BOTTOM CHORD PER MANUF. ® 24" O.C. 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 it II II II II II II II II II II _Ll_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, QUAUTY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING TYPE A 8" UNTEL 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" 212" 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 46M 5206 6113 7547 8974 10000 10000 4'6" 3'2" 1343 1969 2110 2992 2931 3756 1 4576 5400 6224 1969 4375 5206 6113 7019 8672 10000 10000 4'8" 3'4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 5'4" 4'0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5'10" 4'6" 860 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 6'6" 5-2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 7'6" 6'2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 M98 5661 4742 5501 8'4" 7'0" 488 699 1160 1516 1626 2564 3486 2818 3302 6% 1245 1516 1843 2564 3486 2964 3387 9'4" 8'0" 416 699 1160 N/A 1625 2564 WIS 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 1016" 912" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 11'4" 10'0" 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12'0" 10'8" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 12' 6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2883 13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14'0" 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* 1 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* 1 2459* 17' 4" 16' 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19-4" 18'0" 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* *PRESTRESSED ** 8" W/2" RECESS U-UNTELS Type A = Unfilled no Rebar• Type B = Continuous Grout Steel per Plan in Bond Beam Onl • Type C = Continous Grout Steel per plan in Bond Beam & Lintel COO, Fieldstone C.O.A.# 29349 ` �. 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 0 (248) 622-4035 BENJAMIN NIESE P.E.# 86025 0 THOMASA. WEBER, PE P.E.# 73242!�Y0R100 FLORIDA i S OF • • �j 06-03-2020DATE ���► ..... • `�� SIGNED C5 0 0 U a� 0 e-� 00 O 0 O A� 4 U CJ3� N 0 111PulteGrou . _r �1 T !� s pa N U Ni o 1<, N U L/1 � J I�-1 0 w Q o w c PRODUCT MANAGER RELEASE DATE: 0312712020 PROJECT TYPE SPECIFICATION LEVEL Pulte PLAN NAME W MSTONE NPC CHILD NUMBER 2375.500 SHEET S4.2 STRUCTURAL SHEATHING. — REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. PER �J ELEV. FLOOR JOIST OR TRUSS SYSTEM & DIRECTION PER STRUCTURAL INTERIOR W31 TYP. 2-STORY WALL Cm 3 0 V) Y U E 0 U (2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' O.C. STAGGERED INSULATION AS PER SPECS. 2x LEM ATTACHED TO (2)2x8 HEADER W/ 10d NAILS 0 6' O.C. STAGGERED PRE—ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. STRINGERS TOE NAILED TO 2x LEDGER W/ (4) 10d NAILS. 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.) l9k0-F — FASCIA PER COMMUNITY SPEC SOFFIT & OVERHANG PER SPECIFICATIONS 2x THRUST BLOCK W/ (3) — 1/4'X2 3/4' TAPCONS TO SLAB REFER TO 2ND FLOOR JOINT DETAIL RIM BD. OR TRUSS PER O'-0" STRUCT. OIL TOP OF FLOOR (REFER TO ELEV.) OIL TOP OF CMU (REFER TO ELEV.) BOND BEAM PER PLAN EXTERIOR SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS SEE STRUCT. DETAILS FOR VARIATIONS LI 1 FIN. FL. FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. (2)2X8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' O.C. STAGGERED 2X LEDGER ATTACHED TO (2)2X8 HEADER W/ 10d NAILS 0 6' O.C. STAGGERED STRINGERS TOE NAILED TO 2X LEDGER W/ (4) 10d NAILS. CLG. JOIST 0 16' O.C. CLG. JOIST 0 16' O.C. ELEV. PER PLANS STAIR LAND G __ ._ ELEV. & SIZ PER ARCH. PLANS 2x6 LEDGER SUPPORTED BY ONE OF THE FOLLOWING STRUCTURAL SUPPORTS: o. KNEE WALL BELOW (JOIST HANGERS NOT REQUIRED) b. (3) 16d NAILS INTO EACH STUD (16' O.C. MAX) c. (2) Y' x 2 Y' CONCRETE SCREW 0 12' O.C. TO MASONRY (2) 2x8 HEADER. SUPPORT WITH KNEE -WALL OR (8) 16d NAILS INTO STUD 0 WALL —• �— 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS 0 6' O.C. STAGGERED SECURE 2x6 FLOOR JOISTS 0 16' O.C. TO HEADER w/LUS26 JOIST HANGERS w/(4) 10d TO JOIST k (6) 10d TO LEDGER GRASPABLE HANDRAIL; 1 1/4' MIN TO 1-1/2' MAX DIAMETER GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD SHALL NOT BE GREATER THAN 3/8". GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST RISER SHALL NOT BE GREATER THAN 3/8'. HANDRAIL BRACKETS TO BE CONNECTED TO FRAMING PER MANUF. RECOMMENDATIONS 1 1/2' WN FRETURN HANDRAIL INTO 1x BACKER BD. PLAN IF USING PREMANUFACTURED STAIRS, FOLLOW THE DETAILS PROVIDED BY THE MANUFACTURER. 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS —� CONT. 2x PLATE w/(2) 16d NAILS 016'0.C.� 23/32" FLOOR SHEATHING NAI1FD w/8d NAILS 6" \ O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) 2x BLOCKING 4'-0" O.C. FOR TWO BAYS. NAIL FLOOR SHEATHING TO BLOCKING w/ 8d NAILS 0 4' D.C. TRUSS PER PLAN SHEATHING PER PLAN - META16 ANCHOR 0 24' D.C. STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT DIAL. REQ. 0 BLOCKING. NAIL w/ (2) 10d NAILS 0 E.E. FIELD FRAME 20 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS 016" O.C. w/ (2)16d NAILS 0 EA END NAILING PER DETAILS 8" KNOCKOUT BLOCK w/#5 CONTINOUS BAR GROUT SOLID 8' CMU WALL OR POURED CONC. WALL, SEE PLAN FOR VERT REINF. .00R TRUSS/JOIST TO MASONRY WALL H10A 0 EA. TRUSS w/ 1061-1/2' NAILS TRUSS BOTTOM CHORD SP2 w/ (12) 10d NAILS STUD. INSTALL ON OPP 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 SHEATHING PER PLAN SP2 w/ (12) 10d NAILS TO EA. STUD. 3LE TOP PLATE CONT. 2x PLATE w/2-16d NAILS 0 24'0.C. LSTA12 0 EA TRUSS VERTICAL - BEND 0 ////-- BOTTOM PLATE FIELD FRAME 2x4 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 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/2-16d NAILS 0 EA. JOIST - 23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) TRUSS PER PLAN -� SHEATHING PER PLAN META16 ANCHOR 0 EA TRUSS OR 0 24' O.C. TO STRUCTURAL RIM IF JOISTS ARE USED FL2 FLlr FLOOR TRUSS/JOIST TO FRAMED WALL WITHOUT SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT NAILING PER DETAILS (4) 16d NAILS RIBBON TO EA. TRUSS 8d NAILS 3' O.C. WALL SHEATHING TO EACH TRUSS (4) 16d NAILS RIBBON TO EA. TRUSS NAILING PER DETAILS 8' KNOCKOUT BLOCK w/15 CONTINOUS BAR GROUT SOLID 8" CMU WALL, SEE PLAN FOR VERT REINF. LOOR TRUSS/JOIST w/LET-IN ON MASONRY WALL STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED 0 EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING IAIL SHEATHING TO BOTTOM 'LATE AND BEAM OR ARDER WITH HORIZONTAL IAIUNG PER DETAILS OLMM VR FLVVR IRUJJ GIRDER r2.-STORY CONNECTION @ BEAM 1 LV 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 TRUSS/JOIST PER PLAN PLATE AND BEAM OR GIRDER WITH HORIZONTAL SHEATHING PER PLAN NAILING PER DETAILS TRUSS/JOIST CONNECTION BEAM OR FLOOR TRUSS TO BEAM PER MANUF. GIRDER 2.-STORY CONNECTION @ BEAM FL9 0oo Fieldstone W.. . C.O.A.# 29349 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 r (248)622-4035 BENJAMIN NIESE P.E.# 86025 ❑ THOMAS A. WEBER, PE P.E.# 73242 FLORIDA E OF / R s //'4���' �ORI00!.� OD 200 Al. liPulteGroup- PRODUCT MANAGER RELEASE DATE: 03 /27 /2020 PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME W MSTONE NPC CHILD NUMBER 2375.5W SHEET S4.3 r . 0