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HomeMy WebLinkAbout6423 Bradford Woods Drw 1pulteGroup. TM APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE 40'-0" 64'-8" 4 THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: —FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL —2014 NATIONAL ELECTRIC CODE _BUILDING TYPE: VB LOT SPECIFIC AREA TABLE Sheet Number . Sheet Ti Descri tion P TOTAL GO.01 Cover Sheet , .CONDITIONED SPACE GO.02 General Notes CMU-1ST FLOOR BASE PLAN 1651 SF Al.11 1st Floor Plan CMU-2ND FLOOR BASE PLAN 1243 SF A1.21 2nd Floor Plan 2894 SF A2.01 Front Elevation & Details :NON -CONDITIONED SPACE CMU—COVERED LANAI 260 SF CMU—FRONT PORCH ELEV CO2 100 SF CMU—GARAGE 2 CAR 416 SF 776 SF A2.02 Side & Rear Elevations & Roof Plan El.11 E1.12 E1.21 El.22 P1.11 1st Floor Electrical Plan 1st Floor Electrical Options 2nd Floor Electrical Plan 2nd Floor Electrical Options 1st Floor Plumbing Plan 3670 SF P1.21 2nd Floor Plumbing Plan SO.OA S1.OA SM A S1.2A S1.2B S2.OA S2.06 S3.OA S3.06 S3.OD CONTROL DATE GENERALNOTES LOT SPECIFIC OPTION SELECTIONS I 03-23-2019 Elevation Choices Coastal (CO202) First Floor Plate Height > » 9 —4 Plate Height Kitchen Layout Choices Layout 1 11AG �s �,16 C ` ��-�� Gp0 �NpL �,�� c� 1\4Community Q Ilk YRN\L �EJ��� Laundry Layout Choices Layout 2 Additional Hose Bib Location Rear Exterior Irs oor Wall CMU Exterior Wall Exterior econ oor a 2x4 Exterior Wall Bath 2 Shower Choices Tub/Shower Combination Flex Room Ceiling Choices Flat Ceiling Flex Room Choices Flex Room Flex Room Door Choices Double Door Garage Bay Choices 2—Car Front Load Garage Handing Garage Left Garage Water Heater Choices Electric Water Heater Garage to House Entry Stepped Entry Gathering oom Ceiling Chnirps Flat Ceiling LOT SPECIFIED PLAN INFORMATION Gathering Room Door Choices Pocket Sliding Glass Door Owner's Bath Layout Choices Owner's Bath Layout 1 Owner's Suite Ceiling Choices Tray Ceiling CustomerName Market Home *, 6871-05901 Hear Living Area Kitchen Outdoor Kitchen Covered Lanai Covered Patio Bath 4 Choices Bath 4 Address Loft Ceiling Choices Flat Ceiling Wind Speed Choices Wind Speed 140 6423 BRADFORD WOODS DRIVE Configuration Choices Configuration B ZEPHRYHILLS IFL 33542 6871 OAKS OF PASCO 6871-05901 ---- a CV O N c� o co 445 M o 0 .o 00 A� M cV v� U as o c� Cf) N N � *PulteGroup- O b� 00 � N O w Cn o 11 �!11 U11i RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICA110N LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET GO.01 GENERAL NOTES - DO NOT SCALE DRAWINGS - ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE - CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE - CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS TERMITE PROTECTION - TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT PulteGrou.T — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF TREATMENT — INSPECTION FOR TERMITES o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES EXTERIOR — WATER RESISTANCE o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. ■ THIS IS NOT REQUIRED OVER CMU — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER R703.4 — EXTERIOR PLASTER o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND R703.7 — LATH o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 %" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 7/8" LONG, 16 GAGE STAPLES, SPACE NOT MORE THAN 6" INTO FRAMING MEMBERS o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. — SIDING o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — MASONRY o BRICK IS TO BE INSTALLED PER R703.8 o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 ROOFING — UNDERLAYMENT R905.1.1 o Unless otherwise noted underloyment for asphalt shingles, metal roof shingles, mineral —surfaced roll roofing, slate and slate —type shingles, wood shingles, wood shakes and metal roof panels shall conform to the applicable standards listed in this chapter. Underlayment materials required to comply with ASTM D226, D1970, D4869 and D6757 shall bear a label indicating compliance to the standard designation and, if applicable, type classification indicated in Table R905.1.1. Underlayment shall be applied and attached in accordance with Table R905.1.1. ■ Exception: A reinforced synthetic underlayment that is approved as an alternate to underlayment complying with ASTM D226 Type II and having a minimum tear strength in accordance with ASTM D1970 or ASTM D4533 of 20 pounds shall be permitted. This underlayment shall be installed and attached in accordance with the underlayment attachment methods of Table R905.1.1 for the applicable roof covering and slope, except metal cap nails shall be required where the ultimate design wind speed, equals or exceeds 150 mph. — FLASHING R903.2 o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and shall be installed in a manner that prevents moisture from entering the wall and roof through joints in copings, through moisture permeable materials and at intersections with parapet walls and other penetrations through the roof plane. — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.3.8 VENTILATION / ATTIC ACCESS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT VENTS ONLY PER R806.2 — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A GENERAL NOTES COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER THAN 30 SF o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF THE ROOF FRAMING MEMBERS o MIN. ATTIC ACCESS SIZE IS TO BE 22x30" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE FIRE—RESISTANT CONSTRUCTION — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR A 20—MIN. FIRE —RATED DOOR — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — %" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE CEILING WITHOUT HABITABLE ROOMS ABOVE — 5/8" GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE — X" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS WINDOWS/DOORS — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND MIN. 20" D o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED PATH WITHOUT GOING THROUGH A GARAGE o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES o MIN. HEIGHT 78" o FINISHED FLOOR SHALL BE MAX. 1 1/2" BELOW TOP OF THRESHOLD o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o FIXED AND OPERABLE PANELS IN DOORS ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION ■ GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. o WINDOWS ■ GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: • WHEN EXPOSED AREA IS OVER 9 SF • BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. • THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; AND • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SURFACE ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING o WET AREAS ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. ■ SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED WOOD — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD IAICI11 ATIMI — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY DRYWALL — %" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS ACCESSIBILITY — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS REQUIREMENT. o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 POCKET DOOR SITE ADDRESS — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY GUARDS AND WINDOW FALL PROTECTION — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. — GUARDS SHALL BE MIN. 36" o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE OF THE STAIRS — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED STAIRS — MIN. CLEAR WIDTH 36" o HANDRAILS SHALL NOT PROJECT MORE THAN 4 %" ON EITHER SIDE OF THE STAIRWAY — MIN. HEADROOM 6'-8" — MAX. RISE 7-3/4" — MIN. TREAD DEPTH 10" — HANDRAILS 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 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 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH —EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS U a N O N S G.D 95 0 t'J rM4 M 0 Uf � o 00 A � N UV-4 ct� co 7:1 o 0 tZ, Cf N � IkPulteGroup- LC* PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Single Family SPECIFICA flON LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET GO,02 2'-3- * (2)125 SH 14'-QN TRAY CEILING F---------- 2 0" I TYP. OWNER'S SUITE I 7-1 /47L 1 FRAME DOWN I I FRAME SLOPED , (CEILING TO MATCH SLOPE OF STAIR 9'-6" 10 4'-3" 1 L------ - --J 5-11' 40'-0" 32'-10' 26'-0" 2'-0' 22'-0" 2'-0' mmmm---- SOFFIT -------------- SOFFIT— -----� I N1 I I 1 r I I z COVERED LANAI z F 1 I 13'-0" 13'-0' ' I 4 0 10 4;-0" ' — — — — — — — — — — — — R.O. TO BE VERIFIED BY 25-11) DOOR MANUFACTURER GATHERING ROOM 42" KNEEWALL /- OPT. OPEN RAIL 36"X60" , Mrn Aa qss I I KNEE 0 WALL l !6-- 6'-3•[BELOW 9'-1N WNE S;I BATH STOR 1 HANDRAIL N I 1 !! 1 1 I 1 I 1 1 1 I 1 I I I I 1 I 1 I N ILIA 1 O 1 1 I II I 1 1 1 4.OY 5'-�y 2 2 1R1S 1 I II I 1 1 1 1 I I I 1 o ° APPROX. LOC. OF AC PAD. i MOVE AS REQ'D ; (71, , SINK c BY LOCAL CODE. "' LAUNDRY N W WASHER IS 0�4 o ALWAYS ON N WIC LEFT v li r--------lr -- ---I - 3- ENTRY N 11 I 7'-7' t0 2 n I I 1 6 -3YC 1 1 I 1 11 1 - 5' � 1 11 - . I 1I 1 �. �\��• M 2R2S DRYER PLUMBING DROP 2/8 O VENT LOCATION I 11 9. 0 I O 19'-w ER `] N I GV o 0 m N io 6'-10" N I CAFE 1 XDW QI 3 � ` 9'-1" o X 1 I � 1 N KITCHEN 814T 5' CAD �\o -- ----- -- --- �, OPT. 1 P I v, REF. C 1R1S 2/6 TR O 4' _7" 8'-1QN ti PRTP DEN 13'-w 2 CAR GARAGE • �30 ---------------------------------------------------------------- -' » 3 -0 6' I 1 I 1 I 1 I 1 1 I I 1 I I 26 SH 26 SH I I 1I 1 I I I 1 II 1 I I I I II 1 p I 1 , I 1 1 I I � I I 1 I I I I 1 I I I 16070 OHGD 2'-0' 16'-0" 2'-0' 6'-2' ' 3'-3' 5-10' 20'-0' 20'-0' 40'-O• FIRST FLOOR PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) I un 00 I 0 N O N H S C-D 0 U M cnM� 4-4 M 0 vJ c\ 00 01 M N U o '_•a ct F, 0 � rmal r" 41 N lirPulteGroup- rN­N­q c::> ON Lr*) 0 rNN M 00 �w 'o � N � NNINNNaCIS 7 f 7 O 1� O OO Q o � PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE SPECIFICATION LEVEL PWte PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET A1.11 LEGEND MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN OIL ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4' DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. 12T 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 j' -8" BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING FURRING 10'-8 3 4" 9'-4" 40'-0" 19'-2" 2' -ON 5-3 1 /2" 13'-6 1 /2" 8 5-11 1 /2" 7'-10 1/2" 11'-4" N \ cn I HANDRAIL i i i i i i i O i c" O i i i i i i 2 0'—DR CV — — O cn "' FINISH 11'-11 1 /2" 42" KNEEWALL �� R OPT. OPEN RAIL -a TBR CD N i u BEDROOM 2 N i 0 BATH 2 N i cn N TR ' -® O LOFT N �_ 2-0 '-31/2" 3'-51/2M 00 R I w o '� �• ?I FRAME �;; ^ N � M I OPENING �'-. A T1C�sc uTTrLE ? 6 1 R1 S W co 3'-11" 4'-10" 5'-3" 1'-5 1 /2" N BEDROOM 3 -' I{ WIC R M TB:: z i O " BEDROOM 4 I Tpm BATH 4 �� �� o 2030 FIXED(TEMP) 30 SH* 30 SH* 3 W iI IC a I F � t �\ cc 4 1 2" E 1R1S� — ---- -- o 3050 SH* 3050 SH* 10'-0" 10'-O" 3'-0" 3'-0" 4'-1" 5'-10" 4'-1" 20'-0" 6'-0" 14'-0" 40'-0" SECOND FLOOR PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) STAIR CALCS. FLOOR TO BOOR HT. 10'-8 3/4" RISERS 17 ®t -9/16" TREAD 17 � 10" NOSING 1" HANDRAIL GRASPABLE 1-1/2" MIN 1 1/2" MIN. HANDRAIL; 1 RETURN 1/4" MIN TO HANDRAIL 1-1/2" MAX INT01X DIAMETER "� PLAN BACKER BD. M SECTION STAIR DIAGRAM 10" TREAD cD � \ CW O� n � 1" NOSING CD s cl- 5 11tPulteGroup- r-+ 00 M vJ � O O V� c� 0 coo N � 0 o � W a� Q � � 0 o � � Q � N � PRODUCT MANAGER RELEASE xxixxixxxx PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.21 r i O 00 rn r7 1 00I °O - 0 R 00 5/4' X 10'-8 3 4" T 14 " --lWSS BEARING 8'-0" T.O. WDW 5/4'x4' SMOOTH TRIM MATERIAL 5/44' SMOOTH TRIM MATERIAL 5/4'x4' SMOOTH TRIM MATERIAL TYP. FRAME HEADER/ SILL DTL. SCALE 1/2' = ,'-0' E A BRACKET DETAIL F 5-1/2'X5-1 FOAM BRACT G COLUMN DETAIL SCALE 1/2' = 1'-0' is FRONT ELEVATION SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) D +1 1/2' ao + 1" 1:� 1 I— CMU HEADER DTL. SCALE 1/2' = V-0' rt +1" 1 11—: CMU SILL DETAIL SCALE 1/2' = 1'-0' P �-5/4' SMOOTH TRIM MATERIAL FRAME FRIEZE BANDING DTL SCALE 1/2' = 1'-0' SMOOTH PANEL SIDING 1'-e 2' B&B 016' O.C. GABLE DETAIL SCALE: 1/2' = i'-0' 5/4'x4' SMOOTH ZRIM MATERIAL `, O � t'J � Cn �] r O � O O -I✓ N v V� c, N � liPutteGroup- 0 C� 1 L M H -�C w � Q � N Z � 0 O W o o 0 x � w PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pt lte PLAN NAME WvWtestone NPC CHILD NUMBER 2117.501 SHEET A2.01 c� a 0 N O N 2 C, O U => -ATTIC VENTILATION ZONE 3- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 100 14400 0.333 48.000 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. UN. FT. 0 0 0 0.333 48.000 8 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY cf) -ATTIC VENTILATION ZONE 2- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1072 154368 3.573 514.560 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.1� SQ. FT. SQ. IN. �N S SQ. FT. SQ. IN. UN. FT. 1.429 205.824 2 2.144 308.736 50 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE:pool 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 41 c" 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. UN. FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC 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 llkPulteGroup- 0 0 — — — — — — — — — — — — — — — — — — — I I71, I IZ �g I I 1= I I� I i� LH N N� �* I �_� ono — �LL,o goZ I I I I 8' LAP SIDING I I I oo I I I i I — — — — — — — — — — — — — — — — — — — — — — % — — — — — — — — — — \ '� T rn oI ------------------- - - --- - - ROOF PLAN °° M = I. cm O Q O O � SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) _________________FINISHED FLOOR OPT. GRIDS PER OPT. f BANDING CNWUWTY SPEC (+1/2'), W. REAR ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-0" ON 11x17 PAPER) OPT. PER COMMUNITY SPEC OPT' PER COMMUNITY SPEC 8' LAP SIDING 2ND FL TRUSS BRG. 2ND FL TRUSS BRG.Ah 3 ,- " WINDOW HDR. HT. lipc WINDOW HDR. HT. ,- " 00 00 t` d I I 2ND FLOOR F.F. 2ND FLOOR F.F. 0 ------------------------------------- 1ST FL PLATE HT. ^ '� 1 PLATE HT --------------------- ----------- :----------- ------------------------------- rn rn o-------- ----------------------- WINDOW HDR. HT. I I OW HDR. T. DRYER VENT �� -cc cc M EXHAUST VENT --OPT. HOOD VENT EXHAUST VENT _ 00 0 19'-1 1/2" o 0 o I , I I o o � I I 1 0 o a� I I 0 00 00 00 00 2 -0 00 Lo o FINISHED FLOOR FINISHED FLOOR m r 11 11 11 r r r r, L_� I 0 SIDE ELEVATION SIDE ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) fL v o • 0 J MUNICIPALITY VENT- ------ Q VJ Q C\ Q Aa, M � N V� N 0 RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.02 cf) -ATTIC VENTILATION ZONE 2- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1072 154368 3.573 514.560 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.1� SQ. FT. SQ. IN. �N S SQ. FT. SQ. IN. UN. FT. 1.429 205.824 2 2.144 308.736 50 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE:pool 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 41 c" 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. UN. FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC 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 llkPulteGroup- 0 0 — — — — — — — — — — — — — — — — — — — I I71, I IZ �g I I 1= I I� I i� LH N N� �* I �_� ono — �LL,o goZ I I I I 8' LAP SIDING I I I oo I I I i I — — — — — — — — — — — — — — — — — — — — — — % — — — — — — — — — — \ '� T rn oI ------------------- - - --- - - ROOF PLAN °° M = I. cm O Q O O � SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) _________________FINISHED FLOOR OPT. GRIDS PER OPT. f BANDING CNWUWTY SPEC (+1/2'), W. REAR ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-0" ON 11x17 PAPER) OPT. PER COMMUNITY SPEC OPT' PER COMMUNITY SPEC 8' LAP SIDING 2ND FL TRUSS BRG. 2ND FL TRUSS BRG.Ah 3 ,- " WINDOW HDR. HT. lipc WINDOW HDR. HT. ,- " 00 00 t` d I I 2ND FLOOR F.F. 2ND FLOOR F.F. 0 ------------------------------------- 1ST FL PLATE HT. ^ '� 1 PLATE HT --------------------- ----------- :----------- ------------------------------- rn rn o-------- ----------------------- WINDOW HDR. HT. I I OW HDR. T. DRYER VENT �� -cc cc M EXHAUST VENT --OPT. HOOD VENT EXHAUST VENT _ 00 0 19'-1 1/2" o 0 o I , I I o o � I I 1 0 o a� I I 0 00 00 00 00 2 -0 00 Lo o FINISHED FLOOR FINISHED FLOOR m r 11 11 11 r r r r, L_� I 0 SIDE ELEVATION SIDE ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) fL v o • 0 J MUNICIPALITY VENT- ------ Q VJ Q C\ Q Aa, M � N V� N 0 RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.02 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. UN. FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC 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 llkPulteGroup- 0 0 — — — — — — — — — — — — — — — — — — — I I71, I IZ �g I I 1= I I� I i� LH N N� �* I �_� ono — �LL,o goZ I I I I 8' LAP SIDING I I I oo I I I i I — — — — — — — — — — — — — — — — — — — — — — % — — — — — — — — — — \ '� T rn oI ------------------- - - --- - - ROOF PLAN °° M = I. cm O Q O O � SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) _________________FINISHED FLOOR OPT. GRIDS PER OPT. f BANDING CNWUWTY SPEC (+1/2'), W. REAR ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-0" ON 11x17 PAPER) OPT. PER COMMUNITY SPEC OPT' PER COMMUNITY SPEC 8' LAP SIDING 2ND FL TRUSS BRG. 2ND FL TRUSS BRG.Ah 3 ,- " WINDOW HDR. HT. lipc WINDOW HDR. HT. ,- " 00 00 t` d I I 2ND FLOOR F.F. 2ND FLOOR F.F. 0 ------------------------------------- 1ST FL PLATE HT. ^ '� 1 PLATE HT --------------------- ----------- :----------- ------------------------------- rn rn o-------- ----------------------- WINDOW HDR. HT. I I OW HDR. T. DRYER VENT �� -cc cc M EXHAUST VENT --OPT. HOOD VENT EXHAUST VENT _ 00 0 19'-1 1/2" o 0 o I , I I o o � I I 1 0 o a� I I 0 00 00 00 00 2 -0 00 Lo o FINISHED FLOOR FINISHED FLOOR m r 11 11 11 r r r r, L_� I 0 SIDE ELEVATION SIDE ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) fL v o • 0 J MUNICIPALITY VENT- ------ Q VJ Q C\ Q Aa, M � N V� N 0 RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.02 0 0 — — — — — — — — — — — — — — — — — — — I I71, I IZ �g I I 1= I I� I i� LH N N� �* I �_� ono — �LL,o goZ I I I I 8' LAP SIDING I I I oo I I I i I — — — — — — — — — — — — — — — — — — — — — — % — — — — — — — — — — \ '� T rn oI ------------------- - - --- - - ROOF PLAN °° M = I. cm O Q O O � SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) _________________FINISHED FLOOR OPT. GRIDS PER OPT. f BANDING CNWUWTY SPEC (+1/2'), W. REAR ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-0" ON 11x17 PAPER) OPT. PER COMMUNITY SPEC OPT' PER COMMUNITY SPEC 8' LAP SIDING 2ND FL TRUSS BRG. 2ND FL TRUSS BRG.Ah 3 ,- " WINDOW HDR. HT. lipc WINDOW HDR. HT. ,- " 00 00 t` d I I 2ND FLOOR F.F. 2ND FLOOR F.F. 0 ------------------------------------- 1ST FL PLATE HT. ^ '� 1 PLATE HT --------------------- ----------- :----------- ------------------------------- rn rn o-------- ----------------------- WINDOW HDR. HT. I I OW HDR. T. DRYER VENT �� -cc cc M EXHAUST VENT --OPT. HOOD VENT EXHAUST VENT _ 00 0 19'-1 1/2" o 0 o I , I I o o � I I 1 0 o a� I I 0 00 00 00 00 2 -0 00 Lo o FINISHED FLOOR FINISHED FLOOR m r 11 11 11 r r r r, L_� I 0 SIDE ELEVATION SIDE ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) fL v o • 0 J MUNICIPALITY VENT- ------ Q VJ Q C\ Q Aa, M � N V� N 0 RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.02 RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.02 ST FLOOR ELECTRICAL PLAN ti SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) I ELECTRICAL SYMBOLS 11 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) 07q STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/(FgSTANDARD 110 OUTLET - WATERPROOF / G.F.C.i. ® SWITCHED FLOOR OUTLET 4220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) $ f 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY 'kTr LIGHT FIXTURE - CEILING MOUNT H�> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -oPC LIGHT FIXTURE - PULL CORD 4D LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT T'�Ze LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO DETECTOR O EP ELECTRIC PANEL �MOKE AFC, PROTECTED) ® SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFC, PROTECTED) EMERGENCY LIGHT T THERMOSTAT -SPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET GARBAGE DISPOSAL (GFCI PROTECTED) CHIDES DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT G?O OPENER DATA/TV MEDIA /SWP BOX I 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 METER CIRCUIT MAIN CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL urn 31? ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS omm ELECTRICAL NOT TO SCALE III�IIII�� 1J4 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL RISER DIAGRAM ALTERNATE ct) O 0 VJ 00000 A� M V� cq N as lirPulteGroup- r.. M Z V V a � w � o w np O o O w M PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.11 - - - - - - - - - - - - - - - - - - - - - - - - - - - COVERED LANAI OPT. COACH LIGHT - - FIRST FLOOR ELECTRICAL SCALE 1/4" = 1--0" (NOTE: SCALE 1/8" = 1'-0" ON 110 PAPER) PTI ON TO SWITCHED GFCI'S ABOVE ------- IN_ SOFFIT LIGHT ,)I —An TRACK, FROM BOTTOM P�WTO TOP PLATE, TYP. e 7'—An BLOCKED METAL STUDS�V TOP OF STACKED # METAL STUD, TYP. 2x6 WOOD STACKED BETWEEN BLOCKED METAL STUDS, TYP. WOOD BLOCKING INSIDE I I METAL TRACK, FROM � BOTTOM PLATE TO TOP p PLATE 8 s - - %110V DUPLEX OUTLET—.,� LOCATION - y100. , OUTLET i poolo '/. -- - ! - -- - 2' CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT—� TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING AL . N.T.S. I ELECTRICAL SYMBOLS I 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) Fq STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ODW DISHWASHER OUTLET (GFCI PROTECTED) s ff SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT H�> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-pc LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT �-- LIGHT FIXTURE - EXTERIOR WALL MOUNT R,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 V SO DETECTOR OEP ELECTRIC PANEL �MOK AFa PERoTEcTED) ® SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFa PROTECTED) EMERGENCY LIGHT ® THERMOSTAT -OPB PUSH BUTTON 1p TELEVISION OUTLET SWITCH TELEPHONE OUTLET �GFC ROTEDi n) SAL CHIMES n 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 14 COPPER 1-2" PVC CONDUIT 1/2' PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/O COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND I 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL uro 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS - --TMT--fL III III III III _ I III III IIII; 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE co � r� 1 W M O o� U7 � 000 A� W U cm 0 f� bb 1� Cf) cz 4-a N � JtPulteGroup- cn O O W U � N � U a � w � o w O 'ic �+0� 0 w � a o � ul) PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.12 SECOND FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-O' (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) ELECTRICAL SYMBOLS 11 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) f�l STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) (OWCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OP/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ®pW DISHWASHER OUTLET (GFCI PROTECTED) ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT Ho- LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT {R} LIGHT FIXTURE - LED DOWNLIGHT -�- LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE r LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS SMOKE DETECTOR CEP ELECTRIC PANEL (AEG PROTECTED) ® SMOKE/CARBON Et METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCl PROTECTED) EMERGENCY LIGHT ® THERMOSTAT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET GAaB ROTEDiED) SAL CHIDES n° DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT G?O OPENER DATA/TV MEDIA /SWP BOX f DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44' AFF DEDICATED OUTLET FOR WASHER AND DRYER 32' AFF MICROWAVE / RANGE HOOD 78' AFF BUILT-IN MICROWAVE 66" AFF 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 lTb [;�tlll ELECTRICAL RISER DIAGRAM NOT TO SCALE D 200 AMP 2PH SER CABLE COMBINATION SERVICE DISCONNECT SWITCH AND ELECTRIC METER IN NEMA 313 ENCLOSURE 150 AMP 120-240 VOLT 1 PHASE MLO PANEL INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS III II - ELECTRICAL NOT TO SCALE II IIIII�, 1#4 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL RISER DIAGRAM ALTERNATE c5 a 0 0 N CD 0 U co r� O 0 ul) 00�0 A� M N U� bb c) m N C) tPulteGroup- U Q 9 U c o w � 0 o w Q cV PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX r<ulill SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.21 3 a 0 v U U W O 0 N [V N w d 0 N 0 N 0 U 0 0 J d 5-6 1 /2" 5-6 1 /2" ®R OPT, LO N OPT.., ^ N , R OPT. - - ------------------- - OPT. 1dO 11OPT. N $ BEDROOM 4 (::�ATIH 4 OPT: °D t-OT.' ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) f—I STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) 07CI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OP/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) $ ff SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT — — © LIGHT FIXTURE - PENDANT -0-pc LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT 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 =­c LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS SMOKE DETECTOR CEP ELECTRIC PANEL AFC,� ELECTRIC METER ® SMOKE/CARBON PROTECTED MONOXIDE COMBO DISCONNECT DETECTOR (AFCl PROTECTED) EMERGENCY LIGHT THERMOSTAT -OPB PUSH BUTTON TELEVISION OUTLET OPT. SWITCH T TELEPHONE OUTLET CHIMES �ARBAGE DISPOSAL GFCI PROTECTED) P9 DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT Gt 00 BEDROOM 2 OPENER DATA/TVDATA 3'-1 1/2" 3'-1 1/2" MEDIA /SWP BOX / TV OUTLET A ^ -k9POPT� I < ."�.'> T. ---ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF BATH 2 �' ' STANDARD SWITCHES 44" AFF 7'-1" DEDICATED OUTLET FOR WASHER AND DRYER 32' AFF ', MICROWAVE / RANGE HOOD 78' AFF OPT. �1V; BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT $ BREAKER BED OOM 3 a4 COPPER 2" PVC CONDUIT . o ' R 1/2 PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM OPT PVC 1-1/0 COPPER 1-3/0 ALUMINUM WIC �� CD .-�. N ELECTRICAL RISER DIAGRAM G � o OPT. NOT TO SCALE 4/0 SER CABLE C 3-61/2 3-6 1/2 `;' WI0,—IN SOFFIT /GFCI OPT. TV -----------.—� L J SWITCH BELOW IN SOFFIT WP/GFCI-------------------------------------------------- ------- ---- SECOND FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) 150 AMP O COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO MCB ELECTRIC METER IN NEMA PANEL 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ILL III III III Ili _ I III III IIII; 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE � c'n W M CN � M N U� .O � bA N � liPulteGroup- 0 L M O U � H � U � o W � 0 co w � � Q N PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE A• 1 T SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.22 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY — — — — — — — — — — — — — — — — — — — — — — — — — — — — — COVERED LANAI I o 1 c I 1 � 1 1 z 1 1 1 1 1 --------- HB NN - - - - - I GATHERING ROOM CAFE I OWNER'S SUITE N t` \ N I I 9'-1 1 /2' RR - - --- a L - - - ---- -----� o 1 1 Qn 9'-7 1 /2"------- I ( N I 1 � X 1 1 I a 'I II I OWNER I o VANITY LAV STO I PER SPEC 1 BATFF I I II 1 ` o KITCHEN 1 /' Q _�yl Q% 2 REFRIGERATOR LAUNDRY TP - P R nl 1-9 --------WA lIN ------- I �I 6'-7 1/2" O - NOTE: ALWAYS LOCATE WICDRYER TO RIGHT V WATER CLOS T OF WASHER a r----- - ir---------i — PER SPEC 11 R 1 I ENTRY VANITY LAV 9'-5" 6+0 1/2 ;; ; PER SPEC WATER CLOSET P R PER SPEC 5'-1 1 /2" '-8 2 CAR GARAGE DEN 0 FOYER 00 _ I 3 o o � a in rn— — — — — — — — — — — — — — — — — — — — — — c TT :a E a L O O L� rn 0 0 N 0 N °' FIRST FLOOR PLUMBING PLAN CD U SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) 0 J a 44 � o 0 VJ � O O 00 n� 01 W U o 0 N � llkPutteO o - Lf � �---� cM 00 c Z y Z � N a, p4 cn O � � O O w o � � x � � PRODUCT MANAGER RELEASE PROJECT TYPE t1• 1 T SPECIFICATION LEVEL I Nte PLAN NAME WWtestone NPC CHILD NUMBER 2117.501 SHEET pill 3 0 a E 0 N cl- 0 0 N CD U n �pvl THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY ( I 5'-W 1S-5' I WATER CLOSET N BEDROOM 2 PER SPEC i M VANITY LAV LOFT PER SPEC BATH 2 L BEDROOM 3 BEDROOM 4 I WIC U(::' ATH 4I N I I [V O WIC I SECOND FLOOR PLUMBING PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) c� a 0 CV O CV a 0 U 0 co 00 ch 0 r i VJ t\ C 00 Aa, W N � *PulteGroup- => L M H� M � a� C7 O N t~4 -�-� �D CZ r~ .� O o O w Q � N � PRODUCT MANAGER RELEASE DATE: XX /XX /xxxx PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET P1.21 0 0 N 0 CV O N N O 0 0 a A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 6th EDITION (2017). WHERE MORE STRINGENT CODES ARE ADOPTED, THEY SHALL GOVERN THE WORK. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE, ETC. 4. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. 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 7-10 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE 'C' 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE 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 OF 8'. CONFORM TO ASTM D 1557. 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. 4. FOOTING BACKALL AND UTILITY TRENCH BACKALL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. 5. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6' AND SEALED. D. CONCRETE: 1. CONCRETE SHALL CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST EDITION) NTH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. 2. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK ALL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER Y OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS 7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. 9. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, AC 301, ACI 318 & ACI 332 10. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. 11. ONE OF THE FOLLOWING METHODS OF CRAG( CONTROL SHALL BE USED: a.) CONTRACTION JOINTS IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1'. ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5' SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0' SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE )' TO 2 Y4' 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 MATH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL E. MASONRY WALL CONSTRUCTION: 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 do 602 / AC 530 & 530.1 / ASCE 5 k 6. 2 MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (fm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8' x 8' x 16', TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR V. 4. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0' U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. 7. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 8. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 9. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. 10. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) ¢5 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM AC HOOK #4 20' 3' IT 115 25' 3-3/4' IT i6 34' 4-1/2' 11' f7 427 5-1/4' 13' n ,t 2. 3. 4. 5. 6. 7 8. 9. 10. 11. 12. 13. F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO 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 BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8' -3/8' d>--8 in +/- 1/2' -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE WOOD FRAMING: FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE NDS EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER 016' O.C. FOR WALLS 9'-5' OR LESS. INTERIOR LOAD BEARING WALLS SHALL BE 20 SPF E SP NUMBER 2 OR BETTER 016' O.C. MAX. (U.N.O.). INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS 0 24' O.C. MAX. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 2x4 STUD WALL PROVIDE (1) 2x4 KING STUD AND (1) 20 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2A TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH )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. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12' O.C. UNLESS NOTED OTHERWISED. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. ALL FASTENING SHALL FOLLOW TABLE R602.3(1) U.N.O. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24' O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16' (INCHES) O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. _ 6. PROVIDE BRACING AND BLOCKING PER BCSI-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. ANIPLA01)AOF. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. J. 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2' DIA., EMBEDDED 7'. USE 10' LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3'x3'xO.229' PLATE WASHERS ARE ASTM/ASME B18.22.1. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF AC 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON STRONG -BOLT TPER FL PRODUCT APPROVAL 115731.1. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON 'TITEN HD'PER FL PRODUCT APPROVAL P5730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS 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 P5730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL 116230.1. SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIMPSON 'SET-XP'. 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 115730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON `DTEN SCREWS'PER FL PRODUCT APPOVAL 12355-R4. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SEPPER FL PRODUCT APPROVAL P5730.5. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND LEDGE DISTANCE b) 1/2' DIA. SIMPSON 'TITEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -BE -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON 'TITEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2' DIA. F1554 GR. 36 ATR W/ NUT do WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 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 O 1 3/4' FROM CONCRETE EDGE, AND SPACED AT 24' O.C. MAX. SILL PLATES SHALL BE TREATED WITH DISOIIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOES NOT DETAILED. BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOO). CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. WOOD STRUCTURAL SHEATHING: 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 r DIA. HOLE 6' DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36' LONG 15 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. ABBREVIATIONS: 2. MISSING OR DISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN A. PLYWD = PLYWOOD AND/OR CURB CONDITIONS. B. OSB = ORIENTED STRAND BOARD 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE C. NAILING: MANUFACTURER, OR IS AT LEAST 2-Y4- FROM ANY EDGE FOR )r BOLTS AND 3-)1 FOR )C AND Y4' BOLTS, THEN A C.A. 8d = COMMON NAIL STANDARD EXPANSION BOLT EMBEDDED 5' MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED C.B. 10d = COMMON NAIL (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24' TO 16'). C.C. 12d - COMMON NAIL 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE C.D. 16d = 0.135' x 3 1/2' GUN NAIL OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON C.E. EN = EDGE NAILING THE PLANS. TITEN HD SHALL BE A MINIMUM Ji x 6', OR AS REQUIRED ON THE DRAWINGS ALTERNATE CONNECTION IS AN 'SET' C.F. FN - FIELD NAILING ANCHOR W/SIMPSON TYPE EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6' MINIMUM EMBEDMENT C.G. SN = SIDE NAILING SLEEVE ANCHORS ARE NOT ALLOWED. C.H. BN =BOUNDARY NAILING 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR C.I. BF = BOUNDARY FASTENING BEE THE DETAIL IN THESE DRAWINGS. D. AB = ANCHOR BOLT FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM E. CMU= CONCRETE MASONRY UNIT MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3' NAILS). WHEN GAP IS F. CONC = CONCRETE GREATER THAN 1 1/2', INSTALL NEW ANCHORS. G. DIA = DIAMETER H. DI = DETAIL I. FND = FOUNDATION 4. CMU OVERHANGING SLAB J. MAX = MAXIMUM 4.1 FOR BLOCK OVERHANGING THE SLAB BY V OR LESS, NO REPAIR IS NECESSARY. K. MIN = MINIMUM 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN )' AND 1 }¢", GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. L O.C. = ON CENTER 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 )r, CONTACT THE E.O.R. FOR REPAIR. M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE AR 5. NOTCHED STUDS IN WALLS 0. TYP = TYPICAL STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING P. U.N.O. = UNLESS NOTED OTHERWISE WAILS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD Q. I.L.O. = IN LIEU OF WIDTH IN BEARING WALLS (1-3/8-FOR A 2X4 STUD OR 2-3/16-FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING R. w/ = NTH WAILS (2-1/8-FOR A 2X4 STUD OR 3-5/16-FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN S. WD = WOOD A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/01-1/2' T. EE = EACH END SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'r-SDS3 WITH (12)-1/03'SDS SCREWS, WHERE'!'CORRESPONDS TO THE U. HDR = HEADER NUMBER OF STUDS IN THE MULTI -PLY. V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. ATR = ALL THREADED ROD L. JURISDICTION SPECIFIC INFORMATION: Z. S.C. = SAW CUTS 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, %' MINIMUM EXTERIOR AA. C.J. = CONTRACTION JOINT GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE AB. DEN = DOUBLE EDGE NAILING REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT WOULD NEED TO BE ATTACHED AC. COL = COLUMN PER MANUFACTURER SPECIFICATIONS. THIS APPLICATION WOULD BE IN COMPLIANCE NTH R703.1. AD. REIN = REINFORCEMENT 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS THE KAYCAN VINYL SOFFIT IS INSTALLED IN AE. PLT = PLATE ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL AF. CANT. = CANTILEVER COMPLY NTH R703.1 AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER Roof Pressures Wall Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 16.4 -26.0 16.4 -45.3 16.4 -66.9 28.4 -30.8 28.4 -38.0 DESIGN PRESSURE CALCS �F Description Zone Width (ft) Height (ft) Effective Positive Pressure Negative Pressure Area (ft2) (psf) (psf) 16070 OHGD --- 16 7 112 24.2 -26.9 8070 OHGD 4 8 7 56.0 25.3 -27.7 6080 SG D 4 6 8 48.0 25.6 -28.0 25SH 4 3 5.25 15.8 27.7 -30.1 25SH (2) 4 & 5 6 5.25 31.5 26.5 -28.9 25SH (3) 4 9 5.25 47.3 25.6 -28.0 4010 FIXED 5 4 1 4.0 28.4 -38.0 3080 DOOR 4 3 8 24.0 26.9 -29.3 3050SH 4 3 5 15.0 27.8 -30.2 16080 SG D 4 16 8 128.0 24.0 -26.4 26SH (2) 4 & 5 6 6 36.0 26.2 -32.0 2030 FIXED 4 2 3 6.0 28.4 -30.8 (2) 2050 SH & 3050 SH 4 & 5 7 5 35.0 26.3 -29.8 DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/5/20 DATE,`I%%II STATE ORIVPt co 00 M 0 un A� v U� cd cf) N � *PulteGroup- PRODUCT MANAGER RELEASE XXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SO.1 in (1) #5 REBAR w/ 25' LAP 8" OR 12' SQUARE U.N.O. OR ROUND C.M.U. 8' C.M.U. FINISH PER ELEV. COL. PER PLAN SLOPE _71— FINISH GRADE I co PAVERS PER SPEC. MONOLITHIC FOUND. ' W/ (2) #4 DIA. RODS . • CONT. ON CHAIRS 9' STARTER 1'-0. COURSE ` • CONCRETE FOOTING PER PLAN 1-V 0 2 S Y ALT. CMU SEAT 0 -W PER PLAN Foi EXTERIOR MASONRY WALL FTG FROM TOP Of SLAB Fo3B MASONRY COL ON SPREAD FTG. Pav( SCALE: 1/2'=1'-0 SCALE 1/2'=1'-O PER ARCH PER ARCH10 Z 4; 8" C.M.U. BLOCK FILLED z SOLID w/GROUT a a m 4' C.M.U. BLOCK PER ELEV. W E5 Q Q � Of-O"_� 25" SLOPE LAP MIN. (1) �!5 REBAR PAVERS OR SLAB PER SPEC.IF m CONCRETE FOOTING CONCRETE FOOTING PER PLAN PER PLAN PER PLAN PER PLAN MASONRY COL. ON SPREAD FTG. SCALE 1/2'=1'-0 3/4' RECESS IN SLAB 10 1/2A 8' C.M.U. WALL FINISH PER ELEVATION 3/4' RECESS IN SLAB FINISH FLOOR FINISH FLOOR v� A SLOPE '- MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 706 GARAGE DOOR RECESSED SILL SCALE 1/2'=1'-0 RECESS WITH PAVERS 2x AT 24"O.C. MAX 2x P.T. PLATE SEGUED TO SLAB w/ Y POWDER ACTUATED FAS19M OR TAPCONS 016' O.C. OR (2) ROWS 12d GUN NAILS 812' D.C.1/2' G.W.B. EA. SIDE STEP PER PLAN SLOPE .< , •. •.,•.. , e O 4" .:. 1'-OA 6 1/2" (1) #4 ROD CONT. ON CHAIRS UNO STEP CONDITION w� THICKENED SLAB @ GARAGE (NON -BEARING) REINF. PER PLAN 8' OR 12' SQUARE I� v REINF. PER PLAN CMU COL PER w/30' LAP MIN. OR ROUND C.M.U. w/30LAP MIN. PLAN COL PER PLAN LLJ 2E Of -On SLOPE I PAVERS OR SLAB PER SLOPE -� SPEC. —� _ 30 0 " o o m agU' m CCU• o Z ' ;` j �., o z CONCRETE FOOTING y. -' PER PLAN CONCRETE FOOTING PER PLAN PER PLAN PER PLAN MASONRY COL ON SPREAD FTG. (Concrete) Fo3c 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 CO Q Z wfa oz 8" C.M.U. WALL FINISH PER ELEVATION SLOPE MONOLITHIC FOUND. - w/(2) #4 DIA. RODS CONT. ON CHAIRS. 2x P.T. PLATE SECUIG TO SLAB w/ 2x AT 24"O.C. MAX r POWDER ACTUATED FASTENERS OR TAPCONS 016" O.C. OR (2) ROWS 12d GUN NAILS 012' O.C. START SLOPE HEE 2" 1/2' G.W.B. EA SIDE SLOPE FLUSH CONDITION SCALE:1/2"=1'-0 'r CORNER BAR WITH 25' VERTICAL DOWEL • ..::• ±' MIN. LAP SPLICE EACH AS REQ'D IN PLAN �' • : ' SIDE. SAME SIZE AS CLEAN COMP J CONT. FOOTING STEEL 1 t ~• ALTERNATE TO CORNER •' '- .�.. ' ' s.. •; NUMBER OF CORNER 1 SPLICE: PROVIDE CONT. . "'`"": • : 1'•"� ` BARS EQUALS NUMBER STEEL REINF. BARS BENT • ` ` `---. " ,} : �• OF CONT. BARS AT CORNERS TO COMPLY �, f '"''`4 �,. '• ''�: `, s : :..: WITH THE INTENTOF THE BUILDING CODE NUMBER OF REBAR " PER PLAN 25 MIN. PVC SLEEVE LAP SPUCE 1'-4" 0 2 STORY Fl REINF. PLACEMENT AT FTG. CORNERS F13 BEARING PENETRATION DETAIL SCALE: 1/P�=1-0 FINISH (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. SLOPE SLAB ':I • " THICKENED SLAB EDGE SCALE: 1/2'=1'-O SCALE 1/2'=1'-0 ioi g 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS PAVERS TYP. ' `#--u-�' � (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE 1/2'=1'-0 MASONRY COLUMN PER PLAN -#5 REBAR w/25' MIN LAP w � o W Z o z CMU COL PLAN CONCRETE FOOTING PER PLAN PER PLAN MASONRY WALL CORNEA ON SPREAD FTG. SCALE: 1/2'=1'-0 z GROUT B � POURED CURB A4_O• F.F. > SLOPE o o FINISH GRADE , CID m � , ° 00 i PAVERS OR SLAB PER "71 i—MONOLITHIC FOUND. MONOLITHIC FOUND.SPEC.w/(2) J4 DIA. RODS W/ (2) #4 REBAR 1'-$• 8A CONC. FTG. PER PLAN PLANT � _oi CONT. ON CHAIRS CONT. ON CHAIRS PER 1'-4 0 2 STORK-402 STORY fl MASONRY COLUMN ON SPREADS MASONRY COLUMN ON SPREAD FTG, (PaverS) F04 EXT. MASONRY WALL @ GARAGE FOn EXTERIOR DOOR SILL @ POCKET 1 ZERO CORNER SGD #5 REBAR w/25' MIN LAP m� z SLOPE #5 BAR w/ 25" MIN LAP SCALE: 1/2'=1'-0 (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS SCALE. 1/2'-1'-0 SCALE. 1/2"-1'-O 2-1/2" 0 IMPACT z a GROUT BED DOOR PAVERS PER SPEC DOOR PER SPEC a PAVERS PER 3 � � (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS a VARIES) F.F. SLOPE �� -F.F. SLOPE71 ? PER PLAN ALT. BRICK . 00 _ X _ `>= :.i THRESHOLD f O I.•I J `1'-0" 3 Uj Uj MONOLITHIC FOUND. MONOLITHIC FOUND. 1 1-4 0 2-STORY w/(2) #4 DIA. RODS w/(2) 14 DIA. RODS CONT ON CHAIRS ' r 1-4 0 2-STORY11 SCALE 1/2'=1'-0 DOOR PER SPEC DOOR THRESHOLD 00 _I PLAN PER PLAN MONOLITHIC FOUND. W/ (2) 14 DIA. RODS 1'-O' L CONT. ON CHAIRS CONT. ON CHAIRS ALT. FLUSH BRICK 1-4 0 2 ST Y Foy EXTERIOR DOOR SILL @SGD Pavers EXTERIOR DOOR SILL @ ENTRY Pavers THRESHOLD EXTERIOR DOORSILL @ ENTRY Concrete SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 SCALE: 1/2"=1'-0 SEE HEADER/UNTEL PLAN FOR WALL DETAIL AAT 16' O.C. W/ A AT 16' O.C. W/ 2X AT 16' O.C. W/ SPECIFYING ANCHOR REQUIREMENTATED 1/2' CWB EA. SIDE 1/27 GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR 1/2' GWB EA. SIDE 2A HEADIER/UNTEL PLAN FOR (2) #4 DIA. RODS ASSOCIATED WALL DETAIL ASEE SSOC WALL CONT. ON CHAIRS SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT STEP PLAN SLOPE a SLOPE ,: ; •: •� III. ---� r< ; .:. : k . „ . `.:, .: ' �' ; ::..:: •: •'a.:..•• (2) 14 ROD CONT. (2) #4 ROD CONT. ON CHAIRS 6" 1'-0" 10 1/2' ON CHAIRS 10 1/2-1. 1'-0" 110 1/2' 10" 1'-0A 10" STEP cm noN Fos THICKENED SLAB @ GARAGE BEARING SCALE: 1 /2"=1'-0 PENETRATING PVC SLEEVE vl 8' C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP 11E (TYP.) (1) #4 REINFORCMENT� BAR CONT. MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS CONIC. PER SCHEDULE FOUNDATION PLAN 4" ' SLOPE TO DRAIN ' -26 SHOWER RECESS SCALE 1/2'=1'-0 VERIFY LOCATION IN FIELD (1) #5 REBAR + w/30' LAP MIN. PILAN GRADE PER -FINISH GRADE gin - RY WALL ON CONTINUOUS FTG. SCALE 1/2"4-0 Fro THICKEND SLAB @ INTERIOR WALL SCALE 1 /2'=1'-0 LO � c'h e-� 45 a4 O VJ o pop A� v` U t0 as '0 TS o w 0 rq N � *PulteGroupr PRODUCT MANAGER RELEASE DATE: XX XX XXXX C.O.A.# ARCHITECTURE: AA260028M C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Famfl 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA IN BENJAMIN NIESE, PE SPECIFICA11ON LEVEL P.E. #t 86025 FLORIDA Pulte 10/5/20 DATE,`��11 PLAN NAME Whitestone NPC CHILD NUMBER 0. 86 2117.501 sr F �kt1 SHEET ORI SLO �11111 oc I d- FOUNDATION PLAN SCALE: 1/4'=1'-0" 401-OR 14'-0" 26'-O' 1'-8" 23'-4" S1.0 24"x32"x12" CONC FTG w/ #4 REBAR 0 6" O.C. EA WAY 24"x32"x12' CONC FTG w/ FIX #4 REBAR 0 6' O.C. EA WAY— $1.0 ._ F11 o W F11 S1.0 ---�}Es S1.0 S1.0 o ; I w/OPT. SCREEN N w/OPT. SCREEN (OUTDOOR( KITCHEN I I o o ENCLOSURE ENCLOSURE i I ( N � . 1 R R 1 p R 1 p 3 -0 8 7 -0 8 3 -0 1 p " 1 p ^ p ' 1 p I 3 -8 8 16 -8 ",' 8 4 -0 k2, VERIFY M.O. VERIFY M.O. WE •------- • --- ---------- ----------- •-------- • ----------- • • • •----------- • 1 T I ' F01 I o I �+ S1.0 ; • I I I LC) I I I R N 1 � I I I 1 Ca 1 O R R R M ; I Ci ° 0'-0 Ln CT O� CVot I i I I ' OI I � I cO I I S. C. I 9' 3'-0 1/2" '• 6'-10 1/2" 6'-6 1/2" 17'-9" I I cj _ 1 STORY F10 S1,0 „ 24 x24 x12 CONC 1 STORY M O° ;n _ FTG w/ #4 REBAR 0 6" O.C. EA WAY 2 STORY Le CV LI 14'-8 3/4' 1 '-2 1/4" 1 00 loo co I �. o (a S.C. I • I '� � o0 R I ; I I LJ d ( F08 REFER TO ARCHITECTURE FOR ":i- S1.0 ACTUAL WALL LOCATION Ik I Ln S.C. START SLOPE • ' HERE Q' V ES I F09 I I S1.0 I I I I • I , 1 / S.C. � II I I I � / • o I 4ARS I ' F09 PROVIDE (2) #4x3'-O" S1.0 LONG CORNER CRACK BARS 0 ALL CORNERS 00 1 I I OF SLAB (TYPICAL) 1 o I • I F04 Ca 0 _ N ' I I FO7 I Too • L�* I S.C. ' Al AT • ------ • ---- • w VERIFY N M.O. VERIFY M.O. VERIFY M.O. R --� • I S1 '-0 41111 3'-2" 3'-10" 2'-0' 3'-10' 2'-2" _ I $ OD I I R UO o 24"x24"x12" CONC FTC w/ #4 REBAR 0 6" O.C. EA WAY I• o ••• ••• VERIFY M.O. r r -0 8" 16'-8" 8" '-0 6'-6" S1.0 13'-6" 20'-0" 201-0' 40'-0" F03B I S1.0 LEGEND SYMBOLS ❑• 8x8 FILLED CELL W/ #5 REBAR AF2_1 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE QO 8x8 FILLED (ELL W/ NO REBAR REQUIRED 45' CMU - FILL. CELLS W/ 15 REBAR Fowl 12x12 FILLED CELL W/ (4)-#5 REBAR OL ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0' XX 011% INDICATOR FLOOR SLAB NOTES: 3 1/2' Z500 PS CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6' AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN 1' SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PECES OF REBAR, 36' (914mm) LONG, PLACED DIAGONALLY M THE CORNER, 12' (305mm) APART, WITH THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/5/20 DATE t,,tllfllii/JJ ti `♦��il. y1 E 'A Ar` RID.. •'' u 00 Oro O 0 �00 O n� Q V� N O r� *PulteGroup- PRODUCT MANAGER RELEASE XX PROJECT TYPE I Sinele Family M SPECIFICATION LEVEL I Pulte PLAN NAME VVMtestone NPC CHILD NUMBER 2117.501 SHEET sil a 0 fV O CV C.D O U co lM�� W Q 0 VJ t '\ A a, Q=MSS W (� U -o N � *PulteGroup- PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE LEVEL Pt lte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2.1 0 a 0 CV N S C.� d 0 v O O M 1 t� M 0 vJ � O O A' M N U� cf Nmo *PulteGroup- PRODUCT MANAGER RELEASE PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2,2 AT EA VERTICAL CHORD OF FLOOR TRUSS. LUS26 w/ (8) 0.148"x1-1/2" EA TRUSS TO LEDGER. FLOOR & LOW ROOF FRAMING PLAN SCALE: 1 /4"=l'-O" GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. ALL 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. 8. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2 ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDKI5600. B) MULTI -PLY TRUSS REQUIRE (2)SOWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MMACATONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND VTR 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.OA.# ARCHITECTURE: AA26002802 C.OA.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/5/20 DATE `%%Illlllilr e@ O cn -1 45 00 � O VJ � O O n� � O M N Q V �as o N 0 lItP'utte ru -- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 L ET S3,1 u a 0 CV O N F- 2 C� O U W MO 00 0 rin� V ) ``\ O 0 A ^T W v U N � li*PulteGroup- MANAGER RELEASE PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I PWte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S3.2 CONTINUOUS STRUCTURAL SHEATHING TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING DETAIL AT RAISED HEEL SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA SEE ARCH. DRAWINGS BOND BEAM PER PLAN F5 2x BLOCKING AT SHEATHING EDGES NOTE: REFER TO ARCHITECTURAL STRUCTURAL SHEATHING CONTINUOUS DRAWINGS AND/ OR TRUSS AT TRUSS HEEL, w/ SHEATHING EDGE MANUFACTURER DRAWINGS FOR NAILING REQUIRED. SPECIFIC TRUSS PROFILE FRAMING PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). WHEN 9-1/4' < "D" < 15-1/4': SOLID 2x BLOCKING BETWEEN TRUSSES ATTACHED TO TOP PLATES w/ 8d NAILS 0 6' O.C. Z ALONG LENGTH OF BRACED WALL PANELS a THING PER PLAN R01 ROOF TRUSS ON MASONRY STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24' O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 2x4 "L' BACK. 2. AT VERTICALS OVER 6'-6' TO 8'-4" USE (2) 20 BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4' TO 13'-0" USE ONE 2x4 O V BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH 'L" BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. P2x BLOCKING BETWEEN TRUSSES w/ (3) 8d INTO SUPPORT 0 EA END TO ADJACENT TRUSS OR TO TOP PLATES SHEATHING PER PLAN TRUSCREW THRU LOCATION OF BRACING AT TOP PLATES TO TRUSS VAULTED TRUSS. DETAIL AT RAISED HEEL TRUSS SCREW J 0' NOTE: PER PLAN CONTINUOUS BRACING TRUSS MANUF. REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER AMING PER PLAN SHEATHING PER PLAN < DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). 1Q TRUSS SCREW THRU TOP PLATES TO TRUSS Q TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL (:1102 ROOF TRUSS ON FRAME 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING 'X" = 10% AT 6' O.C. w/ MINIMUM 8d NAILS. BLOC( 4 BAYS BACK HOUSE WIDTH —� FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE ><i— SIDE OF BLOCKING.7F r — r 7- O O 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48' O.C. 0 APPROX. 45—DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH °T" LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2' (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6. O.C. NOTCH 'L' BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10' STRUCTURAL SHEATHING ('�MI I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2%2' PL. SEE PLAN FOR ATTACHMENT v �+ WASHERS AND 7" EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w/ 12d's AT 4' O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE PLAN AND DETAIL. / CONT. 2x4 \ 2x4 NAILED FLAT TO TOP OF BRACE ('T' 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP STRUCTURAL NAILS 0 8' O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48' MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING / BRACE SPLICE SHOWN \ PER PLAN \ 2x4 BLOCKING AT 48" O.C. 3 TRUSS BAYS 2x6 NAILED 0 BOTTOM WOOD FRAMING PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 "GABLE END TRUSS BRACING DETAIL GABLE Mn 2x4 LADDER FRAMWG AT 24. OC REQ'D AT— (8) 10d NAILS EACH ENGINEERED WOOD ROOF TRUSS AT 24' O.C. MAX. OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 26 w/ (2) 12d NAILS --\ CMU WALL STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING (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 AVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 0 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. LOCATION. 0 3. NOT ACCEPTABLE ON MULTI —PLY TRUSS APPLICATIONS. � 1 IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. 2 MISSED TRUSS STRAP REPAIR R13 .� � (TYPICAL CMU WALL CONNECTION) 0 RIDGE --I OO GABLE END BOSTON HIP 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d 0 EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 20 FASCIA GABLE TRUSS — OR — PER PLAN 20 BETWEEN EA. OUTLOOKER wA2) 1Od TOENAILS SHEATHING PER PLAN. GABLE TRUSS PER PLAN SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24' O.C. v 20 BLOCKING AT 2'-0' O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS TN EDIMENT BLOCKING @ GABLE SHEATHING PER PLAN VALLEY SET TRUSSES BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" AT 24' O.C. MAX. GAP FROM TOP OF ROOF SHEATHING VALLEY SET TRUSSES VALLEY SET TRUSSES 8' CMU WALL SEE PLAN WALL TO BOTT. OF BLOCKING PER PLAN AT 24' O.C. AT 24' O.C. FOR VERT. REINF. MIN. 9' LONG 20 GA. FLAT STRAP w/ (8) 10d ROOF SHEATHING PER PLAN ROOF SHEATHING PER PLAN WALL BRACING AT NON -BEARING EXTERIOR WALL % R0I K SHEATHING PER — O R _ SHEATHING PER — O R _ PER PLAN. PLAN. P1THING —T—— —,— — — —,—— —,— — —— — 2x4 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW w/ (3) 10d EACH END. ona 1VALLEY SET OVER FRAME t�7 "X" = 10% 'X" = 10% OF STRUCTURAL SHEATHING PER PLAN HOUSE WIDTH HOUSE WIDTH 2x4 OUTLOOKER FRAMING AT 24" O.C. OVER x DROPPED GABLE END TRUSS. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS. 0 02E Q 0 7 CONT. 2x4 w/ (2) 12d NAILS — s SIMPSON H10A w/(16)8d NAILS MIN.— / O STRUCTURAL SHEATHING — — x \ I PRE—ENGINEERED WOOD RIDGE RIDGE } TRUSSES AT 2'-0" O.C. MAX. 0 GABLE END —'� ,1 — , TRUSS ANCHOR ,< SEE CONN. CHART BOND BEAM PER PLA GABLE X �.l HIP �I I ,� 3N-� ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE: 7/16' SPAN RATED PLYWOOD OR OSB 8d RING SHANK 0.113' x 2-3/8' 1 2 3 OFFSET DIMENSION "X" = 10% HOUSE WIDTH "X" 'X" OR o�15/32` SPAN RATED PLYWOOD PANEL EDGES 0 SUPPORTS (1) 6" O.C. 6" O.C. 4' O.C. PANEL FIELD 1 6" O.C. 6' O.C. 6" O.C. METAL 15/32" SPAN RATED PLYWOOD w/24 GA. 19/32' SPAN RATED PLYWOOD w/26 GA. NOTES: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. 2. EDGE SPACING ALSO APPUES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X' OFFSET FROM ROOF EDGE. 30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE R11R00F SHEATHING ATTACHMENT DIAGRAM SEE ARCH. DRAWINGS 2x4 PURUN 0 EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN w/ 10d GUN NAIL 0 8' O.C. 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 3 1. AT VERTICALS 3'-6' TO 6'-6° USE ONE 2x4 'L' BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 20 BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 2x 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 REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH 'L' BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL 'L" BACKS AND STRONGBACKS w/ 12d's AT 6' O.C. NOTCH 'L' BACKS AT TOP AND BOTTOM. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO — BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48' O.C. 0 APPROX. 45—DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T' LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN R09B UTCH HIP GABLE TRUSS BRACING DETAIL WDROPPED GABLE BOSTON HIP ^L AI I 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 8'-O' BACK FROM GABLE TRUSS ROOF TRUSS PER MANUFACTURER 2x4 DIAGONAL BRACING w/ (5) 12d COMMON 2x6 LEDGER TO FRAME w/(2) NAILS EA. E4ND 0 32" MAX SPACING 1/4' x 3' WOOD SCREW 016° Zzl— 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 2Tp� p 2x4 FIELD FRAMED RAFTER 016° O.C. MAX IF LENGTH IS LESS THAN 4'-0' USE 2x4 'L' BACK, SPACING —TOE NAIL ONE SIDE OF RAFTER TO IF LENGTH IS GREATER THEN 4'-0' USE (2) 2x4 'L' LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE BACKS. NAIL 'L' BACKS w/12d 012'0.C.(NOTCHED .•,. SIDE, INSTALL A35 w/BOTTOMS BENT AND 0 TOP w/2-12d TOENAILS ATTACHED TO BOTTOM OF LEDGER & RAFTER 'L' BACK —EXTEND 6' PAST w/ 10d x 1 1/2' NAILS. CONNECT TOP AND LOWER ROOF SHEATHING BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS 2x4 LEDGER TO FASCIA CUT FRAME: PER SPECS SHEATHING PER PLAN) PARTIAL GABLE END TRUSS DETAIL R09C PARTIAL GABLE w/ (2) w/ 1/4' x 3' WOOD SCREW 0 16" O.C. DR40SUSPENDED RAFTER Scdir /211=11_O)! STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24' O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN AND SCHEDULE SHEATHING —ff)PL PER PLAN R08B WALL BRACING AT BEARING�WALL PRE—ENGINEERED ROOF TRUSSES 0 MAX. 24" O.C. SHEATHING PER ARCH 1 �— 1x4 FURRING AT INSTALLED PER MANUF. MAX. 16' O.C. w/ (3)10d AT EA TRUSS sot EXTERIOR CEILING FURRING SCALE: N.T.S. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NI ESE, PE P.E. # 66026 FLORIDA 10/5/20 DATE' %%tlilllJJJ' 0.860 F 4 •• sT • CORtD-:••' o� Cn 00 M ul) � C A� W U cl) 4_0 N � liPulteGroup- N � v o ra Lf � cc � w � N 4~4 c!� cz O w � � Q w O PRODUCT MANAGER IRELEASE I nATC. vv /vv /Vvvv PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.1 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °--NOTE: 1.1 H PROVIDE BLOCKING AT ALL ° ° ° ° SHEATHING EDGES. ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 0 ° ° ° ° ° ° ° ° °o ° ° ° AIL SPACING AT ° ° ° ° ° ° 12" IN FIELD ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" SHEATHING 8d 3' O.C. 3" O.C. 12' O.C. ALL EDGES SINGLE NAIL EDGE -SPACING 1/2S ° 1/2" DOUBLE NAIL EDGE SPACIN( �-20 BLOCKING NAILING SHEATHING SPLICE -SAME THICKNESS AND STUD SPACING PER PLA STRUCTURAL SHEATHINGJ PER PLAN STRENGTH AIDS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL 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 OAD BEARING WAL DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2X P.T. SOLE PLATE w/ 1/2" DIAM. ANCHOR BOLTS (10 + 2) AT 32" O.C. MAX. w/7" EMBEDMENT OR 5/8" DIA. EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN. OR 1/2" DIA EXP. BOLTS AT 24' O.C. W/1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB w/ 30 PLATE WASHERS STUDS AT 16" O.C. 4THING PER PLAN REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION 0 EA STUD 2x STUDS AT 16" O.C. -SHEATHING PER PLAN BOTTOM PLATE CONNECTOR: (3) SDWC15450 SCREWS 0 EA STUD REFER TO FOUNDATION PLAN FOR SIZE AND LOCATION W10 LOAD BEARIWWM�[:;O'LPLIFT AT CMU WALLS USE 2x P.T. ATTACHED TO BOCK OR LINTEL WITH POWER DRIVEN FASTENERS AT 12' O.C. FASTENERS TO BE 1/8' DIA. MIN. AND EMBEDDED 3/4' MIN. 0'-16' MAX. GAP MINIMUM SHEAR CAPACITY TO B 1501. 2x ANGLE AS REQUIRED w/ (2) 10d TOE NAILS AT EACH END. STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN 2x4 FILL w/ 2' MAX. GAP WINDOWS AND DOORS AND AT ENTRIES WITHOUT BETWEEN BLOCK& BOCK BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN AS REWIRED AT WINDOW BARREL FRAMING IS USED. FASTENER LOCATIONS. Ix 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 Ix SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PER THE MANUFACTURERS PUBLISHED RECOMMENDATIONS W13 ARCH FRAMING DETAIL EXTERIOR CONC.WALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. EXTERIOR CONC.WALL 1/4' DRIVE-IN ANCHOR GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 1 16' MIN SHEATHING gd 3` O.C. 3" O.C. 12" O.C. ALL EDGES wonISU ),GABLE END SHEATHING DETAIL 'A °• ° G ....... • . _...... Z-26 WOOD BUCK ANCHORED TO CMU w/ 1/2"x6' "L" BOLTS OR 5/8'x6" SIMPSON TITEN HD'S w/ 2' WASHERS AT 24" O.C. & WITHIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF 1/4'x3' MASONRY SCREWS 012' O.C. STAGGER ROWS 6' FRAME TO BUCK TO MASONRY 'd A AV n . AV e mod. . � � ° • `1/2' x 2 1/4' HILTI SLEEVE ANCHOR OR EQUAL MIN. 1 1/2' EMBED INTO MASONRY. (1) PER BRACKET FRAME TO MASONRY YPICAL GARAGE DOOR ATTACHMENT DETAIL W16 KTS INT FINISH WOOD BUCK ATTACHMENT: 1x WOOD 1x CUSTOM PT BUCK TO MASONRY. MATCH FRAME WIDTH, ATTACH w/"T" 1X PT BUCK NAILS 04" FROM ENDS AND 12" O.C. REMAINDER. ATTACH WINDO THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL SILICONE SEALANT FINISH PER ELEAVATION ALILKNAIL: 2x OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS <2 1/4" = 1/400x4' TAPCONS 04" FROM ENDS AND 12' O.C. REMAINDER. w/1 1/4" EMBEDMENT W141TYPICAL WINDOW ATTACHMENT DETAIL INT FINISH WOOD BUCK ATTACHMENT: 1x WOOD 2x OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS <2 1/4' 2x PT BUCK = 1/4"Ox4" TAPCONS 04" FROM ENDS AND 12" O.C. REMAINDER. w/1 1/4' EMBEDMENT ALTERNATE: ACH DOOR PER RIDA PRODUCT 'ROVAL ;K MOULD SH PER ELEAVATION TYP W15 ICAL DOOR ATTACHMENT DETAIL STRAP INSIDE FACE OF WALL PER — W10 WHEN TRUSS STRAPS INSTALLED ON INSIDE (NON -SHEATHED) FACE OF WALL — EDGE NAIL SHEATHING MTS16 FROM EA. TRUSS TO HDR. SIMPSON H2.5A 0 TOP & BOTTOM OFCRIPPLES PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP AS REQ'D, PLATE TO BE SPLICED OVER A STUD. OPENING FRAMING (JACK STUDS ONLY) STRAPPING AT INTERIOR PROVIDE 48" LAP SPLICE w/ (3) 10d FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES DBL 2X TOP PLATE. BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 16' O.C. - PLATE TO BE SPLICED OVER A STUD. PROVIDE 48' LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES HEADER PER PLAN, (2) PLY 6 10d KING TO CONT. w/ tOd COMMONS AT 16' O.C. MIN. ADD110NAL JACK STUD HEADER WINS 3 A PLY) j AND CONNECTORS (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM - (1) SIMPSON LSTA18 AT 3' O.C. ALL AROUND HEADER CENTER ON HEADER. OPENING CONNECT WALLS PER WIO DETAIL @— STRUCTURAL SHEATHING PER PLAN INTERIOR NON -SHEATHED WALLS (ON OPPOSITE SIDE OF WALL) DOUBLE SILL AS REQ. FOR 2x STUDS AT 16' O.C. SHUTTER ATTACHMENT 2x STUDS AT 16' O.C. - —- - I I I I SHEATHING PER PLAN 0 EXTERIOR WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) II II EDGE NAIL SHEATHING I I I I (1) SP4 TO KING & JACK STUD U.N.O.- PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN II II =L_JL ` NOTE: FOR EXTERIOR BEARING WALLS ONLY inin� YPICAL FRAMED BEARING WALL v v v v I= EBAR, CONT. IN BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. EBAR VERTICAL IN 1 FILLED CELLS, PLAN). EBAR VERTICAL ED 25" MIN. U.N.O. CLEAN OUT AT ALL D CELLS. FOUNDATION PLAN DETAILS FOR FOOTING -'ORCING. IV LMF I IFIUMLl W1 I�YPIC�AL�FIL_LED�CE_LL DETAIL 9 STUD COLUMNS PER PLAN K SOS m o IV ac.- STAGGEIiED EACH SUE OF POST (RORTM IN V O.0 C011" PER PLAN OwRUL SPAMG) 4-Pft Y, x 5' SDS SCREWS 5-PLY: Y x 6' SDS SCREWS 6-PLY: Y x 6' SDS SCIi6M5 7-PLY- Y x 6' SOS SUM 16 OR EQN. (TOP, log Arm MT N) NMNS 0 e' O.0 LY) (2)10d NALS 0 V O.C. (EO PLC PRMARY METHOD ALTERNATE MEW 1STUD PACK DETAIL FOR (4) PLY OR MORE STUD COLUMNS ROOF SHEATHING PER PLAN TRUSSES PER PLAN BOX HDR. TO BE HELD FLUSH LINTEL PER PLAN - BOTTOM OF LINTEL - FIELD FR HEIGHT MAY VARY ABOVE AS NECESSARY TRUSS BOTTOM CHORD PER MANUF. 0 24" O.C. EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM OF HEADER PER PLAN HEADER PER PLAN, (2) PLY MIN, ADD JACK/KING STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL AS REQ. FOR SHUTTER ATTACHMENT EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3" O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT II II II II II II II II II II II II — L — J L NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING TYPE A 8" LINTEL 8" TYPE B 8" TYPE C 12" TYPE B 12" TYPE C 14" TYPE B** 14" TYPE C** 16" TYPE B 16" TYPE C 20" TYPE B 20" TYPE C 24" TYPE B 24" TYPE C 28" TYPE B 28" TYPE C 32" TYPE B 32" TYPE C 2'10" 1'6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 3'6" 2'2" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 4' 0" 2'8" 1783 2561 2751 32W 3820 4890 5961 7034 8107 2561 4605 5206 6113 7547 8974 10000 10000 4' 6" 3'2" 1343 1969 2110 2992 2931 3756 4576 5400 6224 1969 4375 5206 6113 7019 8672 10000 10000 4'8" 3'4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 5'4" 4'W 1006 1349 1438 1716 1999 2560 3132 3686 64 49 1349 3090 4567 5365 4766 5817 7074 8203 5'10" 4'6" 860 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 6-6" 512" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 862-5 7590 7'6" 6' 2" 570 991 1729 2108 2632 2-205 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" 81a, 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2%4 3387 10'6" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 11'4" 10101, 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12'0" 198" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 1 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 1410" 12'8" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14' 8" 114" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 15'4" 14' 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 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* 1914" 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* ESTRESSED AM(8" W/2" RECESS U-UNTELS Type A = Unfilled no Rebar; Type B =Continuous Grout, Steel per Plan in Bond Beam Only; Type C=Continous Grout, Steel per plan in Bond Beam & Lintel FROM DRAWING X 2 BOX HDR W OT 2 1 /2x8 S TOP & B . FASTEN w/10d X 3" NAILS 0 6" O.C. 2x8 TO 2x12 PT 2x12 AT WALL TO BE FASTENED TO PRECAST w/ (2) ROWS STAGGERED OF 1/4" x 4" TAPCONS 0 16" O.C. MAX. S.G.D PER PLAN, INSTALL PER MAN. SPECS. POCKET S.G.D. DETAIL SCALE: NTS C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ID THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/5/20 DATE i,tttltt/tJ o. 02' a� Ar a //`/N0NAt Ln W O rq 00 c�n o VJ � (= 00 A� "I O v V� cl ;mIiiIIII rtt 0 H «! co 4_0 N n tPulteGroup- OV0479 44 414 o 0" 415 LC*) coo `m -1c G� 0 m I�-I o w "� F--� ova PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE /�. 1 " SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.:2] STRUCTURAL SHEATHING. — REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. PER ELEV. FLOOR JOIST OR TRUSS SYSTEM & DIRECTION PER STRUCTURAL INSULATION AS PER SPECS. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. SHINGLE (OR TILE ROOF PER SPEC) — TRUSS STRAP PER STRUCT. DETAILS TOP OF WALL (REFER TO ELEV.) FASCIA PER COMMUNITY SPEC — SOFFIT & OVERHANG PER SPECIFICATIONS REFER TO 2ND FLOOR JOINT DETAIL RIM BD. OR TRUSS PER STRUCT. OIL TOP OF FLOOR (REFER TO ELEV.) ` TOP OF CMU 1 I (REFER TO ELEV.) a 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' TAPCONS TO SLAB 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' TAPCONS TO SLAB AL STAIR DET (2)2x6 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 SrRNN*RS TOE NAILED TO 2x IBM W/ (4) 10d NAILS. hlwa ur&nco Arrkmwn TA CI MD .WCT w/ 1M Ymx c M STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS CLG. JOIST 016' O.C. STAIR LANDN G _ ELEV. & SIZ PER ARCH. PLANS 2x6 LEDGER SUPPORTED BY ONE OF THE FOLLOMLNG STRUCTURAL SUPPORTS a KNEE WALL BELOW (JOIST HANGERS NOT REQUIRED) b. (3) 16d NAILS INTO EACH STUD (16' O.C. MAX) c. (2) r x 2 31' CONCRETE SCREW 012' O.C. TO MASONRY (2) 2x8 HEADER SUPPORT WITH KNEE —WALL OR (8) 16d NAILS INTO STW) 0 WALL — k— 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NABS 0 6' O.C. STAGGERED SECURE 26 FLOOR JOISTS 016' O.C. TO HEADER wAUS26 JOIST HANGERS w/(4) 10d TO JOIST & (6) 10d TO LEDGER GRASPABLE HANDRAIL. I 1/4' ITN TO I-1/2' MAX DIAMETER GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD SHALL NOT BE GREATER THAN 3/8'. GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST RISER SHALL NOT BE GREATER THAN 3/8'. HANDRAIL BRACKETS TO BE CONNECTED TO FRAMING PER MANUF. RECOMMENDATIONS x— sECTION i 1/2' TIN RETURN HANDRAIL INTO 1X BACKER BD. PLAN IF USING PREMANUFACTURED STAIRS, FOLLOW THE DETAILS PROVIDED BY THE MANUFACTURER. FOR NAILING & OTHER REQ. STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS INSULATION AS PER SPEC. FOR NAILING & OTHER REQ. PRE-ENGINEERED ROOF INSULATION AS BOND BEAM PER PLAN TRUSSES. REFER TO TRUSS PER SPEC. 12 PER MFGR. DWGS PRE-ENGINEERED ROOF TRUSSES. ��. ASPHALT ROOF SHINGLE 12 REFER TO TRUSS MFGR. DWG (OR TILE PER SPEC.) PASPHALT ROOF SHINGLE ELEV. TRUSS STRAP PER (OR TILE PER SPEC.) INTERIOR STRUCT. DETAILS TRUSS STRAP PER EXTERIOR STRUCT. DETAILS SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS SEE STRUCT. DETAILS FOR VARIATIONS _OIL 0'-0" FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W32 TYP. 2-STORY WALL FASCIA PER COMMUNITY SPEC. FASCIA PER COMMUNITY " i `r FASCIA P COMMUNI EAR SPEC. �> SPEC. BOND BEAM PER PLAN SOFFIT & OVERHANG PER SPEC. BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING w/ PRECAST SEE STRUCT. FOR I;,// SILL PER PLAN ALL REINF. REQ. + STRUC T. FOR SEE ALL REINF. REQ. EXTERIOR INTERIOR SEE STRUCT. DETAILS FOR VARIATIONS 0'-0' AN. FL • . a, <: I. ': FINISHED GRADE 4> • a MONOLITHIC FND., SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH, & REINF. REQ. ATYPICAL 1 STORY WALL SECTION bwe N TS EXTERIOR INTERIOR SEE STRUCT. DETAILS FOR VARIATIONS 0'-0' AN. FL FINISHED GRADE a... MONOLITHIC FND., SEE ---------------- STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. TYPICAL 1 STORY WALL SECTION scow N TS 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/(2) 16d NAILS 016'0.C. 23/32' FLOOR SHEATHING NAILED w/8d NAILS 6" \ O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) 2x BLOCKING 4-O' O.C. FOR TWO BAYS. NAIL FLOOR SHEATHING TO BLOCKING w/ 8d NAILS 0 4' O.C. TRUSS PER PLAN SHEATHING PER PLAN META16 ANCHOR 0 24' STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/2-16d NAILS 0 EA. JOIST — DIAG. REQ. 0 BLOCKING. NAIL w/ (2) 10d NAILS 23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' 0 E.E. O.C. 0 EDGES & It O.C. FIELD NAILING (MIN) FIELD FRAME 20 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS 016' O.C. w/ (2) i6d NAILS 0 EA END NAILING PER DETAILS 8' KNOCKOUT BLOCK w/15 CONTINOUS BAR GROUT SOLID 8' CMU WALL OR POURED CONC. WALL„ SEE PLAN FOR VERT REINF. TRUSS PER PLAN SHEATHING PER PLAN META16 ANCHOR 0 EA TRUSS OR 0 24' O.C. TO STRUCTURAL RIM IF JOISTS ARE USED .00R TRUSS/JOIST TO MASONRY WALL H10A 0 EA. TRUSS w/ (18) 10dx1-1/2' NAILS TRUSS BOTTOM CHORD — SP2 w/ (12) 10d NAILS TO EA. — STUD. INSTALL ON OPPOSITE SIDE IF CONFLICTING w/ H10A 2x STUDS@ 16' O.C. SP1 w/ (10) 10d NAILS TO EA. STUD — 23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) TRUSS/JOIST PER PLAN --- SHEATHING PER PLAN SP2 w/ (12) 10d NAILS TO EA. STUD. DOUBLE TOP PLATE CONT. 2x PLATE W/2-16d NAILS 0 24'O.C. LSTA12 0 EA TRUSS VERTICAL - BEND 0 BOTTOM PLATE FIELD FRAME 2A 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 FLIC1FLOOR TRUSS/JOIST TO FRAMED WALL WITHOUT SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT NAILING PER DETAILS (4) 16d NAILS RIBBON TO EA TRUSS 8d NAILS 3' O.C. WALL SHEATHING TO EACH TRUSS (4) 16d NAILS RIBBON TO EA. TRUSS NAILING PER DETAILS 8' KNOCKOUT BLOCK w/J5 CONTINOUS 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 JAIL SHEATHING TO BOTTOM 'LATE AND BEAM OR ORDER WITH HORIZONTAL IAIUNG PER DETAILS oLm UR rum inuai GIRDER r( i o 12-STORY CONNECTION @ BEAM I LV 2x STUDS 016' FLOOR SHEATHING —� STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED 0 EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING NAIL SHEATHING TO BOTTOM TRUSS/JOIST PER PLAN PLATE AND BEAM OR GIRDER WITH HORIZONTAL SHEATHING PER PLAN NAILING PER DETAILS TRUSS/JOIST CONNECTION BEAM OR FLOOR TRUSS TO BEAM PER MANUF. GIRDER FL9 2-STORY CONNECTION @ BEAM C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE 3 P.E. # 73242 FLORIDA 0 ■ BENJAMIN NIESE, PE N P.E. # 86025 FLORIDA �I 10/5/20 0 U ♦DATE��411t111// U 0 N 0. 0 U d Off(► ` SToRIDAL /�11111� 0 C14 0 N c� a 0 U o C� r-+ 41 00 O 0 VJ � o AL0 '0 N Q U cis 7z �O TS w 0 �: bA -2 r V J cn N C) *PulteGroup- in V4 1 <a N rA •!y cl Ni o 0 L-) 1 cMM 00 m� *-.0 i � N '1cs Q -1c O O O PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte 1PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET .3 s VA j