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HomeMy WebLinkAbout6144 Bradford Woods DrGENERAL NOTES THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL -2017 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB ALL uvC� I +s►►:L Oq^NIPLY WITH PREVAILING Atvl.�Tk !-TILLS L. ORDINANCES REVIEW DATE ' CITY ()F �:.EI~'`., PLAN EXi MINER WIDTH DEPTH 40'-0" 64'-8" LOT SPECIFIC AREA TABLE Description I TOTAL :CONDITIONED SPACE CMU-1ST FLOOR BASE PLAN 1651 SF CMU-2ND FLOOR BASE PLAN 1243 SF 2894 SF :NON -CONDITIONED SPACE CMU-COVERED LANAI 260 SF CMU-FRONT PORCH ELEV FM1 OR C01 OR MD1 33 SF CMU-GARAGE 2 CAR 416 SF 709 SF 3603 SF LOT SPECIFIC OPTION SELECTIONS 'onti uration unoices lWhitestone of Setback Choices No Setback first Floor Plate Height Choices —4 Plate Height levation Choices Florida Mediterranean FM1 4B en Layout Choices ndry Layout Choices rior First Floor Wall Choices or becona r ioor ose Bib Location ex Koom c;eiung c;noieg ex Room Choices ex Room Door Choices 3rooe Bay Choices rage water neater L;noices raae to House Entry Choices :r's Bath Layout Choices sr's Suite Ceiling Choices red Lanai 2 Shower Choices 3 Shower Choices ndard Kitchen Layout 1 ndry Room Layout 1 (No U Exterior Wall Exterior Wall r —Car Front Load red Lanai b/Shower Combination /Shower Combination A Iuatnerinq Koom uoor unoices ISliainq Mass uoor I Iwina bDeea c;noices wria Zioeea 14u I 0.01 0.02 1.11 1.21 2.01 2.02 1.11 1.12 1.21 1.22 1.11 1.21 0.1 1.0 1.1 2.1 2.2 3.1 3.2 4.1 4.2 4.2.1 4.3 SHEET LIST TABLE over Sheet eneral Notes st Floor Plan nd Floor Plan ront Elevation & Details ide & Rear Elevations & Roof Plan st Floor Electrical Plan st Floor Electrical Options nd Floor Electrical Plan nd Floor Electrical Options st Floor Plumbing Plan nd Floor Plumbing Plan over Sheet oundation Details oundation Plan tall Base Plan nd Floor Wall Plan raming Plan naming Plan High Roof oof Details tall Details tall Details door details N CD 0 U L-, o� Cl) 0 cn 0 .o A� a� VV-4 N � *PulteGroup- RODUCT MANAGER RELEASE DATE: XX Ax /XXXX PROJECT TYPE I Sinde Family SPECIFICATION LEVEL I Pute P PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET GO.01 i I 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 Agawam SHALL BE ISSUED TO THE BUILDING DEPARTMENT PulteLiroup TM — 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 OR ASTM C1787 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 X' LONG, 11 GAGE NAILS HAVING A 7/16' HEAD, OR 1-1/2' LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. o 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 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 underlayment for asphalt, metal, mineral surfaced, slate and slate —type roof coverings. o Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate and slate —type shingles, and metal roof panels shall comply with one of the following methods: ■ A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied over the entire roof. ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM D1970 or a minimum 3-3/4 — inch wide strip of self —adhering flexible flashing tape complying with AAMA 711, applied over all joints in the roof decking. A felt underlayment complying with ASTM D226 Type Il, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic underlayment meeting the performance requirements specified, is required to be applied over the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of the FBCR for fastener type and spacing). ■ Two layers of felt underlayment comply ASTM D226 Type II or ASTM 4869 Type III or IV, or two layers of a synthetic underlayment meeting the performance requirements specified, lapped and fastened as specified. — 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 R905.4 GENERAL NOTES 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 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"x30" 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 — V GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE CEILING WITHOUT HABITABLE ROOMS ABOVE — 5/8" TYPE X 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 LESS THAN 180 DEGREES FROM 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 INSULA1ON — 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 — %N 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 X" ON EITHER SIDE OF THE STAIRWAY — MIN. HEADROOM 6'-8" — MAX. RISE 7-3/4" — MIN. TREAD DEPTH 10" — HANDRAILS 0 34"-38" ABOVE SLOPE PLANE o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE THAN FOUR RISERS 0 1 % 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 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS ! ri M 0 Ui 0 8 4� 0 cps a VA vs N co � *PulteGrour PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET GO.02 &—no FIRST FLOOR PLAN SCALE 1 /4' = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) D LEGEND MASONRY - CONC. BLOCK OR BRICK WALL ffimiffi 2X FRAME WALL PER PLAN 4ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS Y RELATIVE TO FINISH FLOOR DATUM = 0'-0" :k 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 N e 0 o� co M O 0 V, � 0�0 A� U� c� O o� cn¢'' cf C13 N as tPulteGrour PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPEcinCA110N LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET Alsll LEGEND MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN 4ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4F DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. 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 I I I ( 101'-8 3 4"ijk 9'-4" 40'-0" TRUSS BR 13'-6 1/2" 5-3 1/2' 8'-0" 2'-0' 19'-2' 5-11 1 /2' 7'-10 1/2' cm HANDRAIL I 1 1 1 1 1 1 1 I 1 I 1 I I 1 I I 1 1 1 I 1 I 1 1 1 I I N 1 1 1 1 I 1 I 1 I 1 I 1 1 1 1 I 1 I 1 1 1 I 1 1 1 I I 1 I 1 1 1 I 1 I 1 1 1 I a 1 1 I 1 1 1 O 1 1 I 1 I 1 1 a I I 1 I 1 1 1 I 1 1 1 1 1 1 1 I (_ 01 —D M O — 4"KN -- ----- 11'-111/2" 2 EEWALL TB �°` OPT. OPEN RAIL " � ' N N BEDROOM 2 N I BATH 2 TR --- N " U*) LOFT M 513 � I —31/2 STAIR CALCS. 3—/2 2-0 �_ N N FRAME �� -'I o Z FLOOR TO FLOOR HT. 10'-8 3/4" " OPENING I I "' "' RISERS 17 ® 3 9/16" 1 R1 S ArnCxS30" FOR QJTU L--- —'_I a Q TREAD 17 @ 10 co Lo NOSING 1 so R,S HANDRAIL N 5'-3° 4'-10" 3'-11° 3'-0" � 1'-5 1/2" �- 14'-5" 5'-3 1/2' M GRASPABLE 1-1/2" MIN 1 1/2" MIN. HANDRAIL; 1 RETURN 1/4" MIN TO HANDRAIL 1-1/2" MAX PLAN INTO1X BEDROOM 3 (� DIAMETER BDCKER WIC „ TB M SECTION BEDROOM 4 o 0 M o' 4, 2' I BATH 4 M STAIR DIAGRAM 10" 3050 SH* 3050 SH* 2030 FIXED( MP) " TR ,_ EAD o I cn ,_, WIC I � m cn 1" NOSING 412 b RIS E a I O 3050 SH* 3050 SH* C N 1 n 1 ° 1 n 1 n 1 n / n N 6 —11 1-1 3 —0 3 —0 10 —0 10 —0 6'-0" 20'—On 4o-D n U s c 0 N O N SECOND FLOOR PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 110 PAPER) n w41 00 M r+r O 0 ^ VJ A� i4 � �MM N U � w o� ,d � N � *PultoGroup- PRODUCT MANAGER RELEASE c PROJECT TYPE 0%. 1 T SPECIFICATION LEVEL I pwte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.21 E F COLUMN DETAIL SCALE: 1/2' = 1'-0" IKIM MAIMAL FRAME FRIEZE BANDING DTL SCALE: 1/2' = 1'-0" ul II TRIM DETAIL SCALE: 1/2' = 1'-0' FRIEZE BANDING DTL SCALE: 1/2' = V4 4" 5/4'x4' SMOOTH TRIM MATERIAL 18'-9 7 8" C I IN x4" SMOOTH 17-8 3 4 TRIM MATERIAL SILL DTL. 8" LAPSCALE 1/2' = 1'-0" PER SPEC °� 5/4"x4' SMOOTH TRIM MATERIAL o � 00 d- 5 4• X 8' OiL 10'-8 3 TYP. FRAME HEADER/SILL DTL. I t4" L.. SCALE 1/2' = 1'-0' oiL 9'-4' 00 8'-0" T.O. wow .. , _ OPT. STONE O° ____.____. ___ .. _ _......_ __ ____.____ __......_.....____._._...........___..........__......_____ _ _ 0 �� �� ...... ..._.ti 00 I + ri • 3 • � � 0'-0„ GARAGE DOOR OL \-F FINISH FLOOR j4n TRIM DETAIL SCALE: 1/2' = 1'-0' FRONT ELEVATION SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) X U a. cV O N C=.7 d O U co M r� VJ t\ Q f"1 A T a\ QM1 W cl Vr--4 0 IV tz cgs N � tPulteGroup- o � o � w ,2 O o � � x •� w PRODUCT MANAGER RELEASE I)ATC. vv wv wvvv PROJECT TYPE SPECIFICATION LEVEL I Nte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.01 LMMONOMMMMMMMMMMMMENA I 0 N N 0 0 E N O N Q a Iti IF ROOF PLAN SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) SIDE ELEVATION SCALE 1 /8' = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) -ATTIC VENTILATION ZONE 1- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1255 180720 4.183 602.400 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC VENT. SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY -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 SOFM VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. OF 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 -ATTIC VENTILATION ZONE 3- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 34 4896 0.113 16.320 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS OF SQ. FT. SQ. IN. LIN. FT. 0 0 0 0.113 16.320 3 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 caW 'ff SPEC REAR ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O' ON 11 x17 PAPER) SIDE ELEVATION SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-0" ON 110 PAPER) " 00 W19- E5 a N N H C=9 0 v Mo r� � M rV O J+ � O O 11 A� 4� a` M V w � co N � llkpulto r u PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Sinele Family T10N PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.02 FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) Oa STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OWp/(Fq STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®0W DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0' LIGHT FIXTURE - CEILING MOUNT K> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) Q EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS MOKE DETECTOR AFa PROTECTED) CEP ELECTRIC PANEL ® SMO/CA SMOKEE/CA It ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT ® -OPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET GARBAGE DISPOSAL (GFCI PROTECTED) �TIM ES DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TVDATA 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 CIRCUIT MAIN METER CIRCUIT BREAKER J4 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 lmmC 1Imi ELECTRICAL RISER DIAGRAM NOT TO SCALE [► yll;q:1:11q 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND I 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL urra 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS E :o� 114 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE n- N O O0 co c! C.7 0 ul) O A� U 'd O cat �4-0 N a *PultoGroup- MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME WTMtestone NPC CHILD NUMBER 2117.501 SHEET E1,11 OPT, FLOOD TO SWITCHED GFCI'S ABOVE IN SOFFIT --_-------- FIRST FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) - -- '11� OPT. COACH LIGHT ,)'-n" i'-n" TRACK, FROM BOTTOM PLAT' TOP PLATE, TYP. e BLOCKED METAL STUDSW TOP OF %� 2x6 WOOD STACKED METAL STUDS, TYP. ��� : METAL TRACK, FROM O TOP PLATE j 7 END NAILS, TYPI POO, 0440 ' DUPLEXLOCATION VLOCATION CHASE OUTLET 0,0 00. 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TIVKiC. WALL MOUNT BRACING ELECTRICAL SYMBOLS 11 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFq STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/(Fq STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET s ff SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0' LIGHT FIXTURE - CEILING MOUNT H�> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-P0 LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT ►- LIGHT FIXTURE - EXTERIOR WALL MOUNT {R,r LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF 7W LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS �MOKE DETECTOR AFq PROTECTED) �EP ELECTRIC PANEL © SMOKE/CARBON Et METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT ® -SPB THERMOSTAT TELEVISION OUTLET PUSH BUTTON SWITCH T TELEPHONE OUTLET XY GARBAGE DISPOSAL (GFCI PROTECTED) C P9 DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TV MEDIA /SWP BOX 1) DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L— 2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE O COMBINATION SERVICE 150 AMP 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS �I-FL III III III III IIMi I I ; — 11114 SERVICE GROUND CONNECTED TO CONCRETE , , - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE CD 0 t'/ ri O 0 U) a O 00 IT A�q k;s Q) �MM U� c� O moll cc! N � llkPulteGroup- r000-oll u*) OO Z � M O 00 � a a U � w � o W 's O _)c O a w o � � xUNA PRODUCT MANAGER RELEASE PROJECT TYPE I Sinele Familv SPECIRCATION LEVEL I Me PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.12 L N SECOND FLOOR ELECTRICAL PLAN SCALE 1/4' = 1'-0" (NOTE: SCALE 1/8' = 1'-O" ON 11x17 PAPER) ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) 0-1 STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) Oa STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OW/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®0w DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT �-o- LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -<>PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT �-- LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT ' LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE ==== LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE 0 SMOKE DETECTOR CEP ELECTRIC PANEL PROTECTED) © SMOKE/CARBON SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT ® THERMOSTAT TELEVISION OUTLET -OPB PUSH BUTTON SWITCH TELEPHONE OUTLET /Y (,C ROTE T D SAL CHTArc DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TV MEDIA /SWP BOX DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18' AFF STANDARD RECEPTACLES EXTERIOR 18' AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32' AFF MICROWAVE / RANGE HOOD 78' AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER '4 CTPER L-2' PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC:::T 1-1/0 COPPER 1-3/0 ALUMINUM 'Tb ELECTRICAL RISER DIAGRAM NOT TO SCALE 0:11,1d:R111 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND I 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL uno 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS IL II11114 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE CD CO � r� O V) � O 000 A� Vo>� Cf) 4-a N � *PultoGroup- => bo W 1- � V O � > � U o w C) 0 0 w � Q N RELEASE PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.21 0 a OPT. BEDROOM 2 00 3'-11/2" 3'-11/2" ' �> 5-6 1/2' 5-6 1/2' ' R, , -�R�- R,, OPT. _ <�% '��> OPT. R *OPT --------- o;OPT. � R _ F N " - BATH 2 , 7 -1 (31111 OP,-- OPT. BEDROOM oR ------------------"- OPT.', "' ,A,IC OPT. TVr 1 1d0 YY BEDROOM 4 r N R ATH 4 N � � OOPT. -'OPT. IN SOFFlT---,o 3'-6 1/2" -----3'-6 1/2" 1A1I I YY C WP/GFCI` %,% %`%,%„ L--- OPT. TV — r � LJ SWITCH BELOW `------------------------------------------------------------------------------------- WP/GFCI IN SOFFIT SECOND FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oa STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®0W DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET s ff SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT H�> LIGHT FIXTURE - WALL MOUNT O 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) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE ====( LIGHT FIXTURE - 48' FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS �MOKE DETECTOR AFq PROTECTED) CEP ELECTRIC PANEL � ® SMOKE/CARBON ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCl PROTECTED) EMERGENCY LIGHT © -0PB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ GGFC, ROTECTSP� SAL �Ta E9 DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT 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 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 'Tb� -II III 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 2PH um 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS AIL III III III Iil I III III IIII; 114 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE a oC14 t'J � M rV O J/ 0 A� Vc 0 bo 1"4 N� *PulteGroup- 00 RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E129 0 a THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 1107 PAPER) llkPulteGroup- RODUCT MANAGER RELEASE DATE: XX/XX/XXXX P PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET pi'll THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY I I I I _ I I ( I I I 13'-5' S-31'i I `v WATER CLOSET PER SPEC i VANITY LAV PER SPEC onLV . 1�9 " Ll CV O 3 o <t c E L — — — a. 0 N N d 0 s 0 N N a SECOND FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) J 0-1 1 U a 0 N a_ 0 *PultoGroup- => C M O Mi pca -+--� �D ..� O o O w � Q o � � � � N PRODUCT MANAGER RELEASE PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET P1.21 A, GENERAL: 1. WORK SHALL CONfU TO THE MNIIUM STANDARDS OF THE FOLLOWING CODE FLOF40A RESIDENTIAL BUILDING CODE 7th EDITION. 2 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANCES 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 DE VERIFIED PATH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACKCHARGES WILL NOT BE ACCEPTED, REGARDLESS DE FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE 6. ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-POSITIVENLO& POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-16 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE 'C' 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON 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 DE 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 BAC KALL AND UTILITY TRENCH BACKFILL 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 DE LAPPED MIN. 6' AND SEALED. D. CONCRETE: 1. CONCRETE SHALL CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST EDITION) NINTH 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 NTH EARTH BACK ALL - 2 INCHES CLEAR d WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER � OF SLAB AT 34T SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS 7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. 9. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. 10. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. 11. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION ANTS. IF CONTRACTION ANTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1'. ALL SAW OUTS 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 111.4111.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MAC RO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE V TO 2 N IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL E. MASONRY WALL CONSTRUCTION: 1. 2. 3. 4. 5. 6. 7. a 9. 10, MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (I'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 UNTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) 15 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK 14 20' 3" 10' H5 25' 3-3/4" 10" 16 N. 4-1/2' 11' i� 42' 5-1/4' 13' F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO BE: CLASS 'B". MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. 4. FIELD MELDING 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 DE 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' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2' G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NDS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SE NUMBER 2 OR BETTER 016' O.C. FOR WALLS 9'-5' OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 20 SPF OR SP NUMBER 2 OR BETTER 016' O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS 0 24' O.C. MAX. 5. LUMBER IN CONTACT WITH (MOUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING. a) HEADER SIZES SPECIFIED ON SCHEDULES MID/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 2x4 STUD WALL PROVIDE (1) 20 KING STUD AND (1) 2x4 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH )r TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8' O.C. FOR EACH, U.NO. 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANCES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE 10. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12' O.C. UNLESS NOTED OTHERNSED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PACE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16' (INCHES) O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WAILS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. B. ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL BE DETERMINED BY THE DELEGATED TRUSS ENGINEER I. ANCHORAGE: 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2' DIA., EMBEDDED 7'. USE 10' LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROVED THREADS. 3'x3'x0.229' PLATE WASHERS ARE ASTM/ASME B18.22.1. 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON STRONG -BOLT TPER FL PRODUCT APPROVAL P5731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON TIITEN HD'PER FL PRODUCT APPROVAL P5730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS SHALL BE SIMPSON SET-XP'PER FL PRODUCT APPROVAL F5730.6 OR SIMPSON AT-XP'PER FL PRODUCT APPROVAL P6230.1. SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIMPSON 'SET-F'. 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 P5730.4. b) SCREW FASTENERS IN CONCRETE SHAH MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SMEWS SHALL BE: SIMPSON 'DTEN SCREWS'PER FL PRODUCT APPOVAL 12355-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 P5730.5. 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL 8. PRE -APPROVED SUBTITUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND CEDGE DISTANCE b) 1/2' DIA. SIMPSON TTEN 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 `DTEN HD'W/ MIN. 31/4' 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 AL OTHER POST -INSTATED 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 BODE 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 OUT 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 15 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A Y4' DIA. HOLE 6' DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A M' LONG #5 REBAR WITH SIMPSON TYPE 'SET' EPDXY INTO THE DRILLED HOLE FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12' LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. IF THE WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX. 16' HIGH AND 4' WIDE AT THE FLOOR. DRILL HOLE AND INSTALL A 32' LONG REBAR AS DESCRIBED ABOVE LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS. 2.1 IF THE BOLT TO DE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-Y47 FROM ANY EDGE FOR )f BOLTS AND 3-V FOR )C AND V BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5' MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24' TO 16'). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL M TITAN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM )f x 6', OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE 'SET' EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6' MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOYED. 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL IN THESE DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3' NAILS). WHEN GAP IS GREATER THAN 1 1/2, INSTALL NEW ANCHORS. 4. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY 9V OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN V AND 1)r, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1)r, CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS (1-3/8-FOR A 2X4 STUD OR 2-3/16-FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS (2-1/8-FOR A 2X4 STUD OR 3-5/16-FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/471-1/2' SDS S(2tEW5. FOR MULTI -PLY 2X STUDS USE HSS2-'f-SDS3 WITH (12)-1/4'x3'SDS SCREWS, WHERE''CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOP/BOTTOM PLATES a. FOR PLUMBING/MECHANICAL UTILITIES A HOLE, OUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REWIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2'WIDE AND MUST BE FASTENED WITH (8)-160 NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REWIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/2-TO THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1"FROM THE EDGE OF THE PLATE THE REWIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS TABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2'BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL LILIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3' WIDE STRAP THAT SPANS BOTH BAYS IS REWIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MIMMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7' ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2• SOFFIT, OTHER THAN THE EXTERIOR GRADE SOFFIT BOARD OR SOFFITS USING HIGH -RIB METAL LATH AND STUCCO, SHALL HAVE THE PRODUCT APPROVAL NOTED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS SUBMITTED. ALL ALUMINUM OR VINYL SOFFITS SHALL MEET OR EXCEED THE REQUIREMENTS NOTED ON THIS SHEET IN REGARD TO DESIGN PRESSURES. ALL ALUMINUM MUST BE INSTALLED IN ACCORANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO COMPLY WITH THESE MINIMUM DESIGN PRESSURES. INSTALLATION IN ACCORDANCE WITH THESE REQUIREMENTS WILL COMPLY WITH R703 AND R704. ALL VINYL SOFFIT SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND R704. Roof Pressures Zone 1 Zone 2 21.2 38.0 N/A N/A Zone 2e 21.2 r .52.5 Zone 3 2L2 1 -52.5 Zone 3e N/A N/A Zone 3r N/A I NIA DESIGN PRESSURE CALCS Wail & Soffit Pressures Zone 4 Zone 5 28..5 1 -303 AS 1 -38.0 DescAlgion 1 ttftj Height Effective Lftj Positive PressureWidth tp�ft I r ABBREVIATIONS: A. PLYWD = PLYWOOD B. OSB = ORIENTED STRAND BOARD C. NNUNG: C.A. 8d = COMMON NAIL C.B. 10d = COMMON NAIL C.C. 12d = COMMON NAIL C.D. 16d = 0.135" x 3 1/2' GUN NAIL C.E. EN = EDGE NAILING C.F. FN = FIELD NAILING C.G. SN = SIDE NNUNG C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. AND = FOUNDATION J. MAX = MAXIMUM K. MIN = MINIMUM L O.C. = ON CENTER M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 0. TYP = TYPICAL P. U.N.O. = UNLESS NOTED OTHERWISE 0. I.L.C. = IN LIEU OF R. w/ =WITH S. WD = WOOD T. EE = EACH END U. HDR = HEADER V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. ATR = ALL THREADED ROD Z. S.C. = SAW CUTS AA. C.J. = CONTRACTION JOINT AB. DEN = DOUBLE EDGE NAILING AC. COL = COLUMN AD. REIN = REINFORCEMENT AE. PLT = PLATE AF. CANT. = CANTILEVER AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS C.O.A.# ARCHITECTURE: AA26W2802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # B6025 FLORIDA 4/20/21 DATE �ttlWilt//l .0 "' No.860 n, MAI. O c, � M O 000 A C3 %4 U� cz CIO 03 H N �Lm *PulteGroup- RODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SO.1 (1) #5 REBAR w/ 25' LAP U.N.O. 8* OR 12' SQUARE OR ROUND C.M.U. 8" C.M.U. FINISH PER ELEV. COL PER PLAN OL 4-0. SLOPE FINISH GRADE co MONOLITHIC FOUND. *c:n, Z PAVERS PER SPEC. W/ (2) #4 DIA. RODS CONCRETE FOOTING CONT. ON CHAIRS 9' STARTER : COURSE is w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN 14 0 2 ST Y ALT. CMU SEAT 0 -lV F�01, EXTERIOR MASONRY WALL FTG MOM Of TOP SLAB KFMASONRY ONRY COL. ON SPREAD FTG. PavE SCALE 1/2'=1'-0 SCALE 1/:?=I'-OPER ARCH A PER ARCH :m_ n u: v 8" C.M.U. BLOCK FILLED SOLID w/GROUT a ct m 4* C.M.U. BLOCK PER ELEV. E2 85 4Ca.. SLOPE . . . . . . 25' LAP MIN. (1) #5 REBAR 'dk 0'-00 SLOPE is Q= u-j ;F m PAVERS OR SLAB PER SPEC. CONCRETE FOOTING w/kEBAR CONCRETE FOOTING AS NOTED ON FOUNDA11ON w/REBAR AS NOTED PLAN (IF REQUIRED) PER PLAN ON FOUNDATION PER PLAN fl PLAN (IF REQUIRED) FwiDMASONRY COL ON SPREAD FTG. SCALE 1/2*=1'-0 314* RECESS IN SLAB10 1/20 L FINISH FLOOR— Ln' J 8' C.M.U. WALL FINISH PER ELEVATION 3/4' RECESS IN SLAB FINISH FLOOR SLOPE MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. os GARAGE DOOR RECESSED SILL SCALE llf=l'-O RECESS NTH PAVERS 2x AT 24'O.C. MAX. 2x P.T. PLATE SECURED M SLAB w/ Nk I Y POW ACTUAB FASMOIS OR TAPWIS 0 16' OLQ OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS 6 It at STEP PER PLAN 0" 6 1/2" (1) #4 ROD CONT. ON -1 11 CHAIRS LINO STEP CONDITION 4� THICKENED SLAB 0 GARAGE (NON -BEARING) 2x P.T. RATE SECURED TO SUB w/ r POND ACTUATED FASTENERS OR TOO.C. OR (2) M 0 16 RM 12d GUN WS 0 It O.C. START SLOPE W---\ SLOPE SCALE: 1/2*=l'-O CORNER BAR WITH 25! VERTICAL DOWELMIN. LAP SPLICE EACH AS REQ'D IN SIDE. SAME SZE AS CLEAN COMR CONT. FOOTING STEEL ALTERNATE TO CORNER NUMBER OF CORNER SPLICE PROVIDE CONT. STEEL REINF. BARS BENT BARS EQUALS NUMBER M BARS AT CORNERS TO COMPLY WITH TH THE INTENT OF NUMBER OF REBAR BUILDING CODE. ' PER PLAN 25 MIN. LAP SPLICE PVC SLEEVE f-e 0 2 STORY —_'� F12 REINF. PLACEMENT AT FTG. CORNERS rF_13'BEARING PENETRATION DETAIL SCALE: 1/2*=1'-0 SCALE. u REINF. PER PLAN 8' OR 12" SQUARE REINF. PER PLAN CMU COL PER OR ROUND C.M.U. w/LAP PER W/LAP PER PLAN COVERSHEET COL PER PLAN COVERSHEET O.-0. SLOPE PAVERS OR SLAB PER SLOPE SPEC. sM 0,= , 2 , < 1 CID - 1% m uAg o z! CONCRETE FOOTING CONCRETE FOOTING w/lREBAR AS NOTED I w/REBAR AS NOTED 77 ON FOUNDATION PLAN ON FOUNDATION PLAN (IF REQUIRED) (IF REQUIRED) L PER PLAN L PER PLAN wl MASONRY COL ON SPREAD FTG. (Concrete) MASONRY WALL CORNER ON SPREAD FT( 8' C.M.U. BLOCK FILLED SOLID w/GROUT 4' C.M.U. BLOCK PER ELEV. 25' LAP MIN. (1) #5 REBAR oZ cm 8' C.M.U. WALL FINISH PER ELEVATION SLOPE MONOLITHIC FOUND. wA2) 14 DIA. RODS CONT. ON CHAIRS. FLUSH CONDITION (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2' CONC. FINISH GRADE , THICKENED SLAB EDGE SCALE: -0 2x AT 2eO.C. MAX 1/2' G.W.B. EA. WE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS PAVERS TYP. -10-u 4 (1) #4 BAR CONT. i COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE 1/2'=I'-0 MASONRY COLUMN PER PLAN SLOPE #5 BAR w/ 25' MIN LAP ---a: uj 10 PAVERS OR SLAB PER SPEC. CONCRETE FOOTIN G w/REBAR AS NOTED %w ON FOUNDATION PLAN PER PLAN (IF REQUIRE wl 98NRY COLUMN ON SPREAD FTG. (Pavers) SCALE 1/1`4-0 SCALE: llf=l'-O (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS l' 0' EXT. MASONRY WALL @ GARAGE SCALE 1/2-4 0 —#5 REBAR w/25" MIN LAP C.D lc:) POURED CURB FINISH GRADE —MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS 26�1/2* 0 IMPACT __j GROUT BED D DOOR PER SPEC PAVERS PER SPEC 71-1 :5 PAVERS PER E�i (THICKNESS VARIES) DOOR THRESHOLD CL_ SPEC (THICKNESS E5- 0'-0" F.F. SLOPE iKO'-O' F.F. PER PLAN L SLOPE 7/ 00 >< loo -v (3 - MONOLITHIC FOUND. FOUND. MONOLITHIC FOUND. --�j I'-0` q 11 l'-4" 0 2-STORY w/(2) #4 DIA. RODS CONT. ON CHAIRS q, wA2) #4 DIA ' RODS 1'-4 ®2-STORY IZT CONT. ON CHAIRS 7 oi'� EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY Tave Pavers SCALE 1/2'4-0 _ SCALE: 1/2*=1'-0, -- vk 2X AT IV D.C. W/ 2X AT 16' O.C. W/ vk 1/2' GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR 1/27 GWB EA. SIDE 2 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DUAL ASSOCIATED WALL DETAIL SPECIM ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT STEP PER PLAN SLOPE SLOPEA, -4 C IC14 (2) #4 ROD CONT. (2) #4 ROD CONT, 1- ON CHAIRS 6" 1'_O' 110 1/2" CHAIRS- ON CHAIRS .- I� -1 �U /Z.� 1'-0- 1U I/ZJ q RUSH CONDIiON o�q� THICKENED SLAB @ GARAGE (BEARING) SCALE: 1/2*=1'-0 PENETRATING 8' C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS (1) #4 REINFORCMENT 4! SEE FOUNDATION PLAN .4" BAR CON T. fi fi CONC. PER SCHEDULE L SLOPE TO WAN SHOWER RECESS SCALE: 1/2'4-0 CMU COL PER PLAN SLOPE CONCRETE FOOTING w/REBAR AS NO TED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN m MASONRY WALL CORNER ON SPREAD FT SCALE 1/2'=1'-0 DOOR PER SPEC DOOR THRESHOLD ALT. FLUSH BRICK THRESHOLD EXTERIOR DOC SCALE llr=l'-O SEE HEADER/UNTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING MOM REQUIREMENT (2) #4 DIA. RODS CONT. ON CHAIRS • C14 n t i-O 10, lop THICKEND SW c@ INTERIOR WALL SCALE 1/2'=1'-0 —#5 REBAR w/25' MIN LAP .4 uj M55 PER PLAN MONOLITHIC FOUND, W/ (2) #4 DIA. RODS CONT. ON CHAIRS 2X AT 16' D.C. W/ 1/2' CWB EA. SIDE C.O.A.# ARCHITECTURE: AA26002802 C.OA.# ENGINEERING: 29349 Cl THOMAS A. WESER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E.#86025 FLORIDA 4/20/21 DATE 00 Z STAT R 9. ,����sl�NA4 ��G �, 5 D C) O oo 0 O M u 0 cq z liputto r0 - PRODUCT MANAGER - - - - RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famfly SPECIFICATION LEVEL Nte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S1.o L 14 u r D J MOM 00 � O cc\ O O A a, d1 V� cf N � '*PulteGroup- I PRODUCT MANAGER RELEASE I DATE: xx /xx /xxxx PROJECT TYPE A7 79 SPECIFICATION LEVEL Mte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SIM 14 w N WALL BASE PLAN SCALE: 1 /4"=1'-0" LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8' KNOCK OUT BLOCK WITH #5 BAR GROUTED SOLD, CONTINUOUS AROUND PERIMETER OF STRUCTURE 2. MINIMUM 4' NOMINAL BEARING PER END A LINTELS OR AS REQUIRED BY MANUF. (NOTE: MOST MANUFACTURERS REG. T BEARING 0 SPANS > 12'-41 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12'4' SHALL BE PRESTRESSED. 4. BOND BEAM ELEV = 9'-4' U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4' FOR ALL LINTELS 28' OR GREATER. TYPE DESIGNATION F = FILLED PATH GROUT / U = UNFILLED r QUANTITY OF #5RMAR AT I BOTTOM OF LINTEL CAVITY F16-1 B/1 T L_ L QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR CMU �Z GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY 7-5 8' L BOTTOM REIWORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8' NOMINAL WIDTH LEGEND DETAIL INDICATOR XX ® LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. I HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO S-4' DOUBLE 2x6 ------ S-5' - 6'-0' DOUBLE 2x8------- 6'-1' - 6-6' DOUBLE 240 2 JACK STUDS, EACH END. i -r - 12'-6' DOUBLE 242 (2) JACK STUDS. EACH END. #5 REBAR IN VERTICAL GROUT FILLED CELL r ROUGH ❑PENING BELOW PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAIL w MM MITER LINTELS BY FIELD CUTTING #5 CORNER DOWELS INSIDE AND ❑UTSIDE OF VERTICAL #5 BAR AS SHOWN COLUMN BELOW C.O.A.# ARCHITECTURE: AA26002802 G.O.A.# ENGINEERING: 29349 Cl THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/20/21 DATE,,,,111 n p STATE !(�� /;0fill NA4,,�tit N O N CD v � ct)M M vJ � O O A� 4� aN V V-4 co c� 4_0 N � *PultoGroup- C, 1�! O V cM 0` \o �\ ♦, a cn sun o� PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 mom SHEET S2,1 SECOND FLOOR FRAMING PLAN SCALE. 1/4"-1'-O" N O N P 0 a TYP. J'fr� 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 S-e DOUBLE 2x6 ------ S-5' - 6'4 DOUBLE 2x8 ----- 6-1" - 8'-6" DOUBLE 200 2 JACK STUD EACH END. e-7' - 12'-6' DOUBLE 2x12 (2) JACK STUDS. EACH END. C.O.A.# ARCHITECTURE: AA260028M C.O.A.# ENGINEERING: 29349 Cl THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/20/21 DATE %%Il lI / I ' =9L11121i.i�.I� ,. STAT � Iro MAL (fill c� 41 O 00)0 AL0 a� U cv "C % � w cn C0 N � llkPultoGroup- PRODUCT MANAGER ELEASE DATE: XX/XX/xxxx R PROJECT TYPE I Sinde Family SPECIACATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2,2 FLOOR LOW ROOF FRAMING PLAN 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 W MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. 6. PROVIDE SOLID BLOCKING FROM ALL BEAMS & ORDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERNSE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (i)SDWC15600 MAY BE USED ON JACK TRUSSES 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS DOEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND L� 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. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 Cl THOMAS A. WEBER, PE P.E. # 73242 FLORIDA • BENJAMIN NIESE, PE P.E.#086026 FLORIDA 4/20/21 DATE ``l%%lilll I s OF 4(V CO t—i 4 45 M � rV O 0 J00 a O O IT A� V#PEIt`I 0 bb .2 N I0 lItPultoGroup- PRODUCT MANAGER RELEASE DATE: XX /XX Am PROJECT TYPE A• 1 T1 SPECIFICATION LEVEL I Nte PLAN NAME Whitestone NPC CHILD NUMBER 2117*501 I EET S3.1 E5 a N N 2 C7 a_ 0 U M 0 v J tt\ O A T"1 a, V � w 0 N as I y F PRODUCT MANAGER RELEASE PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S3,2 6U L J ~ z Si1iUCTURAL SHEATHING, SEE PLAN AND DETAILS E"° .rr1/W\1[.R 714 16 171, V / 1 l • 1 1 i1. ..� : ,. 1.14 • ti\ }, 1 jr �k3!Yl :r NOTE: FEBTO AL DRAWINGS ANDA7R11RlSS STRUCTURAL SHEATHING SEE PLAN MMfUFACTUTIBi DRAWL POR SPER�IC 1'IIUSS PROFIE AND DETAILS FOR ATTACHMENT NfD�111110N ae HEB HEKifiS SLOPE O4ET&fIING5) PRE-ENGINEERED WOOD N TRUSSESAT2CO.C.MAX. OR, 2x BLOCIWG AT SHEATHING EDGES w/ 2x RIBBON BOARD ATTAJO.C. (3) 8d NAILS INTO TRUSS TRUSS w/ 0)10d NALSCONTINUOUS STRUCTURAL SHEATHING CENTER MAX. NALPERTYPICALSHEATHINGDETAILPERTYPICAL.SHEATHINFRAMING PER PLAN FRAMING P DETALATTRUSS HEEL.> 91/4' SEE PLAN AMID DETAILS FOR ATTACHMENT PRE•ENGIN� WOOD TRUSSES AT 24.O.C. MAX TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL SHEATHNG NAIL PER TYPICAL. SHEATH DETAIL. DETALATTYPICALTRUSS0 HEEL < 91/0 TRUSS ATTACHMENT: AIL TW ENDS ARE TO BE SECURED TO THE WAIL BELOW USING ONE OF THE BELOW METHODS. ONE RILLOPTION If UST iiE LISED TOR CONTi I)OUS LOAD PATH: L NSTALLTYPICATIiUSSANCHORTHRDUGHEXT6YDRSHEAATHING. Eff SOTHN ISOW idUOUSAIOWUTRMISFHiCOMBMS'MBAR& uw. b NSTAILTYPIGLTiISS CONECT08 FROM TABS TO TOP PLATE ON MR OF THE WALL w/ H25A @ EVENT' OTHER S LID M TOP PLATE EXT. SHEATHING IS CONTIAI AND WUTRAIWER COMBINED SNEAK & LIM. c. NSTALLANCIIORAs GLL®RNi oN T}E PLANS TWST STRAPS ARE TO BE NSTIi O ON THE NSDE OF TFE WALL AMl51AAPS FROM TIE SiTIDSTO THE UNDERLYNG STRUCTURE WLL BE CAUL FOR ON THE PLANS. d. ISTALLTYPIGIL TRUSS SCRBNS FROM TM TO TOP PUTS EXT SIfFATHNG N CONTIAIOIS AND WUTRANM COY O SNEAK & M FT. R01 ROOF TRUSS ON MASONRY n ROOF TRUSS ON FRAMING scow ROG % RWM-010 STRUCTURAL SHEATHING PER PLAN 20 LADDER FRAMING AT 24' O.C. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 20 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 'L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-e USE (2) 2x4 "I! BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0' USE ONE 20 : O 'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANG. 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 51 TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. 1D APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2' (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL 'L' BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6' O.C. NOTCH 'L' BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10' STRUCTURAL SHEATHING ('�MI I ANCHOR BOLTS AT 4'-0' O.C. MAX. w/2'x2' PL SEE PLAN FOR ATTACHMENT �+ �+ WASHERS AND 7' EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED BEAM AT VAULTED TRUSS w/ 12d's AT 4' O.C. CONDITION, SEE PLAN AND DETAIL / CONT. 2x4 2x4 NAILED FLAT TO TOP OF BRACE ('T' x6 NAILED CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN 22 TOP STRUCTURAL NAILS 0 e O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48' MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING % BRACE SPLICE SHOWN PER PLAN G • 0 \ 2x4 BLOCKIN AT 48 C. - 3 TRUSS BAYS FRAMING 2x6 NAILED f3 BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R, GABLE END TRUSS BRACING DETAIL — GABLE END 2x4 LOU FRAMING AT 24 O.C. READ AT (8) 10d NAILS EACH `. OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. ENGINEERED WOOD ROOF TRUSS AT 24' CONT. 2x6 w/ (2)12d NAILS O.C. MAX CMU WALL STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA TRUSS MEMBER OR TRUSS WEB. (4) 1/4' 0 c 2-1/4' MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 CONDTIONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTi-PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT G RECORD FOR APPROPRIATE SOLUTION. R13 MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) 2x LEDGER w/2-10d 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING x=10%HOUSE WIDTH RIDGE I X 10 GABLE END BOSTON HIP 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 wA3) 8d i EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR - PER PLAN 2x4 BETWEEN EA. OUTLOOKER wA2) 10d TOENAILS EDIMENT BLOCKING GABLE -VALLEY SET TRUSSES AT 24' O.C. -ROOF SHEATHING PER PLAN -MIN. 9' LONG 20 GA. FLAT STRAP w/ (8) 10d -SHEATHING PER PLAN. -OR- 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 1Od EACH END. RWW-020 (Qn VALLEY SET OVER FRAME x=10%HOLE WIDTH X � X* O O © x x - RDGE 10 GABLE END ::q GABLE 14 x =1096 HOUSE WIDTH ROOF SHEATHING NAIS ROOF FASTENING ZONES rx O.1l3' x23/8' 1 2 3 SHNfa'I E 7ArSPAN RATED SHEATHING OFFSET DIMENSION x =10% HOUSE WIDTH x x TILE 15ia2' SPAN RATED SHEATHING PANEL EDGES @ SUPPORTS (1) fT'O.C. 8' O.C. 4' 0 C. METAL•15J32'SPANRATEDSHEATH PAJaFEID (1) 8'OC. roc. roc. NOTES.- 1. LONG SIDE OF SHEATH TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL 2. EDGE SPACING ALSO APPLES OVER GABLE END WALLS OR TRUSSES 3. FASTENNG ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION 7P OFFSET FROM ROOF EDGE. 3 YWDE HOUSE = 3'ZONE, 40WIDE HOUSE = 4'ZONE, 50'WDE HOUSE = 5'ZONE, VWDE HOUSE = SZONE o♦ ♦ ROOF SHEATHING ATTACHMENT DIAGRAM xxx x sow« 1 /2"=1'-0" SHEATHING PER 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. 20 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'—O' USE (2) 2x4 'L' BACKS NAIL 'L' BACKS w/12d 012'O.C.(NOTCHED 0 TOP w/2-12d TOENAILS 'L' BACK —EXTEND 6' PAST LOWER ROOF SHEATHNG R09CWRTIAL GABLE END TRUSS DETAIL PARTIAL GABLf SHEATHING PER PLAN. GABLE TRUSS PER PLAN 20 BLOCKING AT 2'- O.C. w/ (2) 12d TOE EACH END TO TRUSS IL SEE PLAN :HMENT EERED �T 24' O.C. SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE METAt6 AT BLOCKING w/1/4' MAX. GAP FROM TOP OF PER PLAN VALLEY SET TRUSSES VALLEY SET TRUSSES 8' CMU WALL SEE PLAN WALL TO BOTT. OF BLOCKING AT 24' O.C. AT 24' O.C. FOR VERT. REINF. ROR PPSHEATHING ROOF H THING R07 ,WALL BRACING AT NON -BEARING EXTERIOR WALL SHEATHING PER SHEATHING PER PLAN. PLAN. -OR- ---------- ----------- 1 SDWC15600 TRUSS SCREW 2x4 PURUN 0 EA VALLEY STRUCTURAL () TRUSS. NAIL TO COMMON SHEATHING PER PLAN TO EVERY TRUSS BELOW TRUSS w/(3) 16d GUN NAILS PRE ENGINEERED BOTTOM CORD OF VALLEY TRUSSES AT 24" O.C. TRUSS NAILED TO PURLIN TRUSS ANCHOR w/ 10d GUN NAIL 0 8' O.C. PER PLAN STRUCTURAL SHEATHING PER PLAN 20 OUTLOOKER FRAMING AT 24' O.C. OVER DROPPED GABLE END TRUSS. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS. — CONT. 2x4 w/ (2) 12d NAILS —t SIMPSON H10A wA16)8d NAILS MIN.— STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLA�\ FASCIA SEE ARCH. DRAWINGS CMU 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM Bd 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" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). SHTG. 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 20 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 REWIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH 'L' BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR, SIDE NAIL ALL "L' BACKS AND STRONGBACKS w/ 12d's AT 6' O.C. NOTCH "L' BACKS AT TOP AND BOTTOM. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO — BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48' O.C. 0 APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8" O.C. TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN CH HIP GABLE TRUSS BRACING DETAIL WDROPPED GABLE ROOF TRUSS PER MANUFACTURER 2x6 LEDGER TO FRAME w/(2) 1/4' x 3' WOOD SCREW 016' O.C. BEVEL TOP TO MATCH ROOF PITCH SHEATHING TO TOP NAILER : 8d NAILS 4' O.C. AND 4' O.C. TO RAFTER/SUB-FASCIA 2x4 FIELD FRAMED RAFTER 016' O.C. MAX SPACING - TOE NAIL ONE SIDE OF RAFTER TO LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE SIDE, INSTALL A35 w/BOTTOMS BENT AND ATTACHED TO BOTTOM OF LEDGER do RAFTER w/ 10d x 1 1/2' NAILS. CONNECT TOP AND BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS ���• � - FASCA CUT FRAME PER SPECS w/ (2) w/ 1/4' x 3' WOOD SCREW 0 16' O.C. SUSPENDED RAFTER sod« 1 /2"=1'-0" BOSTON HIP BOND BEAM PER PLAN AND SCHEDULE SHEATHING PER PLAN R08B WALL BRACING AT BEARING WALL C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/20/21 DATE,,�tlillt •� ST IF AL. 0C `:' //ftif1111I�� N N CD 0 U oc Q) � 1 o~O M pop IT AL 4-4 0� a) V1% 0 co • >� ;miil '" ' w tt �Ell N � *PultoGroup- RODUCT MANAGER IRELEASE I f)ATF- Xx /Xx /xxXx PROJECT TYPE n• 1 T SPECIFICATION LEVEL Pulte PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET S4.1 °---NOTE: PROVIDE BLOCKING AT ALL ° ° ° ° SHEATHING EDGES. ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° AIL SPACING AT ° ° ° ° ° ° ° ° °------- 12 ' IN ° ° ° ° FIELD i ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16' SHEATHING Bd 3' O.C. 3' O.C. 12' O.C. EDGES SINGLE NAIL EDGE 'SPACING 1/2 S DOUBLE NAIL EDGE SPACIN( �-2x4 BLOCKING STUD SPACING PER PJ NAILING STRUCTURAL SHEATHING PER PLAN SHEATHING SPLICE -SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL TOP PLATE CONNECTOR: (2) SDWC15600 SCREWS 0 EA STUD DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STU[ 2X P.T. SOLE PLATE w/ 1/2" DIAM. ANCHOR BOLTS (10 + 2) AT 32" O.C. MAX. w/7" EMBEDMENT OR 5/8" DIA. EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN. OR 1/2" DIA EXP. BOLTS AT 24" O.C. W/1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB w/ 30 PLATE WASHERS 12 HEN. INTERIOR IDS AT 16" O.C. iING PER PLAN PLATE CONNECTOR: VC15450 SCREWS 0 EA STUD �— REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL w/UPLIFT ASPHALT ROOF SHINGLE (OR TILE PER SPECa TRUSS STRAP PER STI&1CT. DETAILS FASCIAPER COMMUNITY SPEC. FASCN PER COMMUNlI Y SPEC. BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINF. REQ. EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS A$C''TFIN.FL 1 FIND GRADE d: MONOITHIC END, SEE STRUCTURAL DETAILS FOR WDTH, DEPTH, & REINF. REQ. ATYPICAL 1 STORY WALL SECTION spa« N TS DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTU) FASTENERS OR TAPCONS 0 O.C. OR (2) ROWS 12d GUN NAILS 012' O.C. W11 EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7 16" MIN 8d 3' O.C. 3' O.C. 12' O.C. ALL SHEATHINGEDGES W02 rGABLE END SHEATHING DETAIL an AT CMU WALLS USE 2x P.T. ATTACHED TO BLOC( OR LINTEL WITH POWER DRIVEN FASTENERS AT If O.C. FASTENERS TO BE 1/8' DIA. MIN. AND EMBEDDED 3/4' MIN. MINIMUM SHEAR CAPACITY TO BE 150 f 2x ANGLE AS REQUIRED w/ (2) 10d STUDS AT 16" O.C. TOE NAILS AT EACH END. STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN 4THING PER PLAN WINDOWS AND DOORS AND AT ENTRIES WITHOUT BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN BARREL FRAMING IS USED. REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL w/o UPLIFT STRUCTURAL SHEATHING. REFER M STTRl1CTlNRAI SHEETS FOR NAILING & OTHER RM INSULATION AS PER M. PRE E NGINIEEA® ROOF TRUSSES. REFER TO TRUSS MFGR. DWG ASPHALT ROOF SHINGLE (ORTLE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS FASCIA PER COMMUNITY SPEC. SOFFIT & OVERHANG PER SPEC. BOND BEAM PER PLAN PRECASTLINTEL L PER PLAN OPENING W1 PRECAST SILL PER RAN SEE STRUCT. FOR ALL W. REQ. EXTERIOR INTERIOR SEE STRl1CT. DETAILS FOR VARIATIONS OIL 0'-0'FLN. FL < FINISHED GRADE MONOLITHIC FND, SE: STAl1CTM DETAILS FOR WIDTH, DEPTH & REF F. REQ, ATYPICAL 1 STORY WALL SECTION N TS STRAP INSIDE FACE OF WALL PER — W10 WHEN TRUSS STRAPS INSTALLED ON INSIDE (NON -SHEATHED) FACE OF WALL SIMPSON H2.5A 0 TOP & BOTTOM OF OPENING FRAMING (JACK STUDS ONLY) - DBL 2X TOP PLATE BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48' LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16' O.C. — (6) 10d NAILS KING STUD TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA18 CENTER ON HEADER. STRUCTURAL SHEATHING PER PLAN — (ON OPPOSITE SIDE OF WALL) 2x STUDS AT 16' O.C. EDGE NAIL SHEATHING PER PLAN NOTE: FOR EXTERIOR BEARING WALLS ONLY — EDGE NAIL SHEATHING PER PLAN CRIPPLES AS REQ'D, STRAPPING AT INTERIOR FACE PER PLAN MTS16 FROM EA. TRUSS TO HDR. DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48' LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16' O.C. HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO — MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS REQUIREMENTS PER PLAN. (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM AT 3' O.C. ALL AROUND HEADER OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT ►ninRVYPICAL FRAMED BEARING WALL w ■ v v ;— O'-16" MAX GAP 2A FILL w/ 2' MAX GAP BETWEEN BLOCKS BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. lx 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. ARCH FRAMING DETAIL W13 SM MLM PER PUN Y SDS SCREW 016' O.C. — siA IMI EACH SCE OF POST (RESu NG N r O.G OeAl SPACING) COLUWS PER PLAN 4-KY u x 5' SDS SCREWS 5AY )C x 6' SDS SCREWS 6-PLY: )C x 6' SDS SGM 7-11Y: Jr x 6' SDS SOM 16 OR ENV. (TOP, CIE AND BO1Tp1) WS66'aG » (2)1W MU ® 6' all (EACH PL' pam m Ili90. �CTI n DAry nCTA11 ITS:;#Ol'r�I�:;�.'.[�:;;�•'lU'II��:II'�!; �'1 EBAR, CONT. IN i BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. EBAR VERTICAL IN FILLED CELLS, PLAN). EBAR VERTICAL ED 25" MIN. U.N.O. CLEAN OUT AT ALL D CELLS. -OUNDATION PLAN DETAILS FOR FOOTING ORCING. IV LN ,IIVIVf1L] TYPICAL FILLED CELL DETAIL W1 9 CONNECT WALLS PER W10 DETAIL 0 INTERIOR NON -SHEATHED WALLS 2x STUDS AT 16' O.C. SHEATHING PER PLAN 0 EXTERIOR — WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) (1) SP4 TO KING & JACK STUD U.N.O. EDGE NAIL SHEATHING PER PLAN — TRUSS BOTTOM CHORD PER MANUF. 0 24" O.C. EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM OF HEADER PER PLAN C HEADER PER PLAN, (2) PLY MIN, ADD JACK/KING STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL AS REQ. FOR SHUTTER ATTACHMENT 7 EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3' O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT II II II II II II II II II II II II =_H- II NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING PRECAST LINTEL GRAVITY LOAD TABLE 06/29/1 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, CNUAUTY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. UNTEL LENGTH MAX. CLEAR OPENING TYPE A 8 LINTEL &' TYPE B 8 TYPE C 12" TYPE B 12 TYPE C 14" TYPE B** 14 TYPE C 16TYPE B 16' TYPE C 20" TYPE B 20 TYPE C 24" TYPE B 24 TYPE C 2$" TYPE B 28 TYPE C 32„ TYPE B 32 TYPE C 2'10" 1'6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 3'6" 2'2" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 4'0" 2'8" 17$3 2561 2751 32W 3820 4890 5%1 7034 8107 2561 4605 5206 6113 7547 8974 10000 10000 4'6" 3'2" 1343 1969 2110 2992 2931 3756 4576 5400 6224 1969 4375 5206 6113 7019 8672 10000 10000 4'8" 3-4" 1217 1349 1438 1716 19% 25W 3132 36M 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 43W 3942 4889 5817 6662 6'6" 5'2" 710 1232 21P 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 83W 8625 7590 76" 6'2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 8'4" 7'0" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9'4" 8'0" 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 1114" 10'01, 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" 1314" 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* 1 1779* 2188* 1 2662* 15'4" 14-0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 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* LSTRESSED W/2" RECESS U-UNTELS A = Unfilled no Rebar• Tvpe B = Continuous Grout Steel per Plan in Bond Beam Onl • Type C = Continous Grout Steel per plan in Bond Beam & Lintel C.O.A.# ARCHITECTURE: AA2W021302 C.O.A.# ENGINEERING: 29349 0 'T'HOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86026 FLORIDA 4/20/21 DATEt����tiifi// E OF • k/'w'+ * * * * 11110 C) /� co � c-� OQ 4ch O 0 � (= A� 0) 0 N M U r-� EZ N *PulteGroup- RODUCT MANAGER RELEASE DATE: XX/Xx/xxxx PROJECT TYPE Single Famflyj SPECIFICATION LEVEL Me PLAN NAME Whitestone _ NPC CHILD NUMBER 2117.501 SHEET S4.2 INT. FINISH ix WOOD 1X PT. BUCK ATTACH WNDOWPER FLOWA PRODUCT APPROVAL WOODBUCKATTACHMENT: 1xWSTOM P.T. BUCKM MASONRY MATCH FRAME WDTH,ATTACH w/TNAILS @ 4'FROM ENDS AND 17O.C. REMAINDER. ATTACH WNDOW THRU BUCK INTO MASONRY PERFLORDAPRODUCTAPPROVAL ALTERNATE: NOR GREATER BUCKTO MASONRY BULT4JP TIYgWESS < 21/4' =1/49 x 0 TAPCONS @ C FROM FOLIOS AND 70.C. REMAI 0L w/ 11W EMBEDMENT TYPICAL WINDOW ATTACHMENT DETAIL «N. T. S. WGM-140 WOOD BUCKATTACHMENT: M. FNISFL 2XOR WA18 BUCKTO MASONRY Ixvw 8ULT41PTHICIWESS <21/9=1149x4' 2x P T. BUCK TAPCONS @ 4' FROM ENDS AND 12' O.C. REMAINDER w/ 11µ'EIABT ATTACH DOOR PER RORDA PRODUCT APPROVAL BRICK MOLD FINISH PER ELEVATION ALTERNATE. 1x CUSTOM PT MUM MASONRY MATCH FRAM WDTH, ATTACH w/ TNALS @ CFROM ENDS AND I?O.C. REMAINDER. ATTACH DOOR THOU W INTO MASONRY PER FLORDA PRODUCT APPROVAL TYPICAL DOOR ATTACHMENT DETAIL sw«N.T.S. WGM-150 n1 M M m • �- 2X6 WOOD BUCKANCHORED TO CMU w/ 1/?x6'1.'9OLTSOR5/6'xrSI PSON TEN HD5 wl?WASHERS AT2CO.C.6 WRHN 6'OFTOPAND BOTTOM, OR (2) MASO�� ROWS OFWxrMASONRY SCIEVIS@ I?OP. STAGGER ROWS 6' FROM EACH END 1001W IILTI SLEEVE ANCHOR OR EQUAL MIN.110EMBED INTO MASONRY (1) PER BRACKET FRAM TO MASONRY TYPICAL GARAGE DOOR ATTACHMENT N.T.S. 0 0 N O N C a a WGM-160 CONNECTOR FASTENERS ALLOWABLE LOADS CITY TYPE GRAVITY (Ibs) @ 1.0 UPLIFT(ibs) @ 1.6 LATERAL (Ebs) @ 1.6 META16 8 0.148"xli/Z" -- 1450 F1: 340 F2. 770 HETA16 9 0.148"x11/2" _ 1810 F1:340 F2: 770 (2) META16 1-01v 10 0.148"x11/2" -- 1875 F1: 680 F2 : 770 (2) META16 ge 2- or 3-ply 14 O.lEr2"x3- -- 1735 F1:129S F2. IM (2) HETA16 1-ply 10 0.148"x11/2" -- 1920 F1: 680 F2: 770 (2) HETA16 2- or 3-Mv 12 0.162"x3-1/2' -- 2365 FI :1350 F2 :1430 HSTM16 8 0.148"xl 2" -- 1110 F1:120 4 1/4"x13/4" Then 2 F2 : 90 MTS12 14 0.148"x11/2" '- 990 -' MTS16 14 0.148"xi-2' -- 990 -- NTS16 16 0.148"x11/2" -- 1310 -- HTS20 24 0.148"x11/2" -- 1310 -- LSTA12 10 0.148"x2-1/2" -- 925 -_ LSTA28 14 0.148"x2-1/r -- 1235 -- LSTA30 22 0.148"x21/2" -- 1640 -- WTA30 22 0.148"x21/2" -- 2050 -- MSTC52 62 0.148"x3-1/4" -- 4735 '- MST4CM40 10 4"x2 4" Tlten 2 -- 29 _- 14 0.148"x3-1/4" IVK�T 22 OL 148"'x 3" -- 3 5 F 1: 775 1 5/8" ATR F2: 525 VGTRor L 1 8" ATR -- 2225 FI : GO 16 1/4"x3"SDS F2: 630 VGTR/L 2 5/8" ATR -- 5545 F1: 650 32 Vex? SDS F2:630 VGT 1 5/8" ATR -- 4M F1 . U85 16 11,Vx3" SDS F2: 590 (2) VGT 2 5/8" ATR -- 718F)-2ply 98W 3ply F1:1185 32 14"x3"SDS F2.590 DTT2Z _ 1 8 1/2" ATR 1/404 SDS -- 1825-2x4 min 2145-(2)2x4min HTT4 1 5/8" ATR -- 3610 -- i8 0.148"x3- 2" HITS 1 5/8" ATR -- 4670 -- 26 0L148"x3" HTTSKT 1 5/8" ATR -- 5445 -- 26 SD #C10x2- 2" ABU 4Z 1 5/8" ATR 757E 19M -- 12 0.162"x3 1/2" ABU66Z 1 5/8" ATR 1=5 2475 -- 12 0.162"x3-1/2!' H2.5A 10 0.131"x21/2" -- 565 F1:110 F2. 110 H10A 18 0.148"x11/Z' -- 1340 F1: 565 F2 : 29S HIOA-2 18 0.148"x11/2" -- 1080 F1.680 F2:260 HLAC48 14 1/4"x2-3/4" Titen 2 3500 1135 -- 6 0.148"x3" LUS26 4 Q148"x3" 865 1165 -- SPH4 12 0.148"x1 1/2" -- Side: 640 -- Ce nter .1280 DTC clips 4 3/16"x2-3/4" Titen 2 -- -- Fi :85 2 0.131"x2-1/2" F2 : 135 A35 12 0.131"x11/2" -- -- F1:650 F2 : 670* SDWC15600 1 SDWC15600 _- 615 F1:130 F2 : 225 SDWC15450 1 SDWC15450 -- 295 F2.150 C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 C1 THOMAS A. WEBER, PE P.E. * 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. * 86025 FLORIDA 4/20121 DATE A40ACATE �fI J o c 00 M 0 � O iLl A� '00+ V;5� III viol N 4.4 � *PulteGroup- PRODUCT MANAGER RELEASE XX/XX/XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4,2.1 5iilGlAitlfL SHEATHBYG. I& TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. INSULA110N AS PER SPECS. (2 W 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 PRE-ENGINEERED ROOF TRUSSES. REFER TO OIL SECOND FLOOR TRUSS MFGR, DRAWINGS. STRINGERS TOE NAILED TO 2X LEDGER W/ (4) ELEV. PER PLANS 10d NAILS PER ELEV. STAIR LANDG SHINGLE (OR TILE ROOF PER SPEC) ELEV. & SI I PER TRUSS STRAP PER STRUCT. DETAILS 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' ARCH. PLANS TAPCOMS TO SLAB TOP OF WALL CLG. JOIST 016' ac. 2x6 LEDGER SUPPORTED BY ONE OF THE FOLLOWING STRUCTURAL SlP'PORTS: a KNEE WALL BELOW (JOIST HANGERS (REFER TO ELEV.) NOT REQUIRED) (]�—D° b. (3) 16d NAILS INTO EACH STUD FASCIA PER COMMUNITY SPEC x MAX) C. (2)2)Yi x 2 r4 caNcnEETE saEw 0 If at TO MASONRY SOFFIT & OVERHANG PER SPECIFICATIONS FLOOR JOIST OR TRUSS SYSTEM & DIRECTION PER STRUCTURAL INTERIOR W32 TYP. 2-STORY WALL (2)2)(8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6. O.C. STAGGERED 2X LEDGER ATTACHED TO (2)2XB HEADER W/ 10d NAILS 0 6' O.C. STAGGERED STRINGERS TOE NAILED TO 2X LEDGER W/ (4) 10d NAILS. 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' TAMS TO SLAB REFER TO 2ND FLOOR JOINT DETAIL RIM BD. OR TRUSS PER 0'-0' _ STRUCT. OL TOP OF FLOOR (REFER TO ELEV.) r�TYPICAL STAIR DET TOP OF CMU (REFER TO ELEV.) BOND BEAM PER PLAN EXTERIOR SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS SEE STRUCT, DETAILS FOR VARIATIONS FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. cm JOIST a IV at ELEV. PER PLANS (2) 2x8 HEADER. SUPPORT WITH KNEE —WAIT. OR (8) 16d NAILS INTO STUD 0 WALLS "-- 2x LEDGER ATTACHED To (2)2x8 HEADER W/ 10d NABS 0 B' at STAGGERED SECURE 2x6 FLOOR JOISTS 016' = TO HEADER w/LUS26 JOIST HANGERS w/(4) 10d TO JOIST & (6) 10d TO LEDGER GRASPABLE HANORM, I 1/4' MN TO 1-1/2' MAX METER 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 FR"G PER MNIx:. RECOMMENDATIONS � s l/2' Mw RETURN HANDRAIL INTO Ix BACKER M. PLAN IF USING PREMANUFACTURED STAIRS, FOLLOW THE DETAILS PROVIDED BY THE MANUFACTURER. 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONTI 2x PLATE w/(2) 16d NAILS 016'O.C. 23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) 2x BLOCKING 4 -0' O.C. FOR TWO BAYS. NAIL FLOOR SHEATHING TO BLOCKING w/ 8d NAILS 0 4' O.C. TRUSS PER PLAN SHEATHING PER PLAN META16 ANCHOR 0 24' STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT DIAG. REQ. 0 BLOCKING. NAIL w/ (2) 10d NAILS 0 E.E. FIELD FRAME 20 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS 016' O.C. w/ (2) t6d NAILS 0 EA END NAILING PER DETAILS 8' KNOCKOUT BLOCK w/15 CONTNNOUS BAR GROUT SOLID 8' CMU WALL OR POURED CONC. WALL, SEE PLAN FOR VERT REINF. LOOR TRUSS/JOIST TO MASONRY WALL H10A 0 EA. TRUSS w/ (18) 1061-1/2' NAILS TRUSS BOTTOM CHORD — SP2 w/ (12) 10d NAILS TO EA. STUD. INSTALL ON OPPOSITE SIDE IF CONFLICTING w/ H10A 2x STUDSO 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. DOUBLE TOP PLATE NT. 2x PLATE w/2-16d NAILS 0 24'0.C. 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 LSTA12 0 EA TRUSS VERTICAL - BEND 0 BOTTOM PLATE FIELD FRAME 20 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS 016' O.C. w/ (2) 16d NAILS 0 EA END LSTA12 0 EA TRUSS VERTICAL - BEND 0 BOTTOM OF TOP PLATE FRAMED BEARING WALL SEE PLAN AND WIO DETAIL FL1C FLOOR TRUSS/JOIST TO FRAMED WALL WITHOUT SHEATHING STRUCTURAL SHEATHING CONTINUOUS 1HROUGH 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 CANTINOUS BAR GROUT SOLID 8' CMU WALL, SEE PLAN FOR VERT REINF. LOOK 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 2RDER WITH HORIZONTAL AILING PER DETAILS DLm un rLuvn inuaa GIRDER 2-STORY CONNECTION @ BEAM 2x STUDS 016" FLOOR SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTTON 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 ORDER WITH HORIZONTAL SHEATHING PER PLAN NAILING PER DETAILS TRUSS/JOIST CONNECTION BEAM OR FLOOR TRUSS TO BEAM PER MANUF. OVER 2-STORY CONNECTION @ BEAM FL9 0 C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 Cl THOMAS A. WESER, PE 3 P.E. # 73242 FLORIDA o ■ BENJAMIN NIESE, PE a P.E. # 86025 FLORIDA N 4/20/21 o DATE l��iliill/f// o ` Il, - j N 1 CL ATE OF �w a c5 0 N 2 55 U A 00 O 0 VJ 000 Q IT ;.q8 ap Q) '~ cr, M Vt c w a -2 co N C) lkpu lte PRODUCT MANAGER 7 'RELEASE I nA M- vv wv /vvvv PROJECT TYPE Sin a Famil SPECIFICATION LEVEL Pi lte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S43 �' � ����� �'J ����g� �, ,� �� �;�, � � '° � 5 �°� � �` •