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HomeMy WebLinkAbout6467 Bradford Woods DrI APPLICABLE CODE J WIDTH DEPTH 1a ^ 4 40141 7 643-811 SHEET LIST TABLE THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: IOT SPECIFIC AREA pC n TABLE -FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL Description Sheet Number Sheet Title P® -2014 NATIONAL ELECTRIC CODE p TOTAL G0.01 Cover Sheet -BUILDING TYPE: VB .CONDITIONED SPACE GO.02 General Notes CMU— 1ST FLOOR BASE PLAN 1651 SF A1.11 1st Floor Plan CMU-2ND FLOOR BASE PLAN 1243 SF A1.21 2nd Floor Plan ' 2894 SF A2.o1 Front Elevation & Details :NON -CONDITIONED SPACE A2.02 Side &Rear Elevations &Roof Plan CMU—COVERED LANAI 260 SF E1.11 1st Floor Electrical Plan CMU—FRONT PORCH ELEV CO2 100 SF E1.12 1st Floor Electrical Options JIM CMU—GARAGE 2 CAR 416 SF E1.21 2nd Floor Electrical Plan P U t e r o u E1.22 2nd Floor Electrical Options 776 SF P1.11 1st Floor Plumbing Plan 3670 SF P1.21 2nd Floor Plumbing Plan SO.OA S1.OA SMA S1.2A S1.2B S2.OA S2.OB S3.OA S3.OB S3.OD CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 Elevation Choices Coastal (CO202) First Floor Mate Height 9'-4" Plate Height Kitchen Layout Choices Layout 1 Laundry Layout Choices Layout 3 Additional Hose Bib Location Rear Exterior Irs oor Wall CMU Exterior Wall Exterior econ oor Wall 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 arage to House Entry Stepped Entry uctriering Room Ceiling Flat Ceiling Gathering Room Door Choices Pocket Sliding Glass Door LOT SPECIFIED PLAN INFORMATION Owner's Bath Layout Choices Owner's Bath Layout 1 Owner's Suite Ceiling Choices Flat Ceiling Hear Living Area Kitchen Outdoor Kitchen CustornerName * Market Home *, 6871-05501 Hear Living Area Patio Cover Covered Patio Loft Ceiling Choices Flat Ceiling Address Wind Speed Choices Wind Speed 140 Configuration Choices Configuration B 6467 BRADFORD WOODS DRIVE ZEPHRYHILLS JFL 133542 Community 6871 OAKS OF PASCO 6871-0550117 ---- O o� r-+ � o0 c� o .0 Q`n a� v=> v r—+ as o � 0 eA ss, N � *Pu1teGr,.-,f_..11,,pr O L� O N r� M coo Q a, N � w s ':$ Cn CIO w U PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 f. 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 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 underlayment for asphalt shingles, metal roof shingles, mineral— surfaced rol roofing, slate and slate —type shingles, wood shingles, wood shakes and metal roof panels shall conform to the applicable standards listed in this chapter. 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 22"00" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE FIRE—RESISTANT CONSTRUCTION — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR A 20—MIN. FIRE —RATED DOOR — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — %" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE CEILING WITHOUT HABITABLE ROOMS ABOVE — 5/8" GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE — %" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS WINDOWS/DOORS — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND MIN. 20" D o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED PATH WITHOUT GOING THROUGH A GARAGE o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES o MIN. HEIGHT 78" o FINISHED FLOOR SHALL BE MAX. 1 1 /2" BELOW TOP OF THRESHOLD o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o FIXED AND OPERABLE PANELS IN DOORS ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION ■ GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. o WINDOWS ■ GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: • WHEN EXPOSED AREA IS OVER 9 SF • BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. • THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; AND • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SURFACE ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING o WET AREAS ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. ■ SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED 0111 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD INSULATION — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — INSULATE, THERMO—PLY AND SEAL,AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY DRYWALL — %" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS ACCESSIBILITY — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS REQUIREMENT. o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 POCKET DOOR SITE ADDRESS — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY GUARDS AND WINDOW FALL PROTECTION — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. — GUARDS SHALL BE MIN. 36" o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE OF THE STAIRS — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED CTAIDC' — MIN. CLEAR WIDTH 36" o HANDRAILS SHALL NOT PROJECT MORE THAN 4 1/" ON EITHER SIDE OF THE STAIRWAY — MIN. HEADROOM 6'-8" — MAX. RISE 7-3/4" — MIN. TREAD DEPTH 10" — HANDRAILS o 34"-38" ABOVE SLOPE PLANE 0 HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE THAN FOUR RISERS 0 1 %"-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 Z5 0- CD N O N F- G-D Qf 0 U 0 r IWJ O M M l'J c� o 0 U0 .o 00 Q � � o N � r—+ ct as 0 Ca Nmo lbultercaup- PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET GO. 02 w ` O O � 1 rq QQ 0 vJ t\ 00 d1 (� !"1 0 4) ai U a$ •o � N � O O c-,j � rn L� M O N � Q � o C) c � H W;ll ,':►:eT4:1 RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.11 LEGEND CL Of STAIR CALCS. FLOOR TO FLOOR HT. 10'-8 3/4" RISERS 17 ®f7-9/16" 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 INTO IX DIAMETER "� , PLAN BACKER >� BD. M SECTION STAIR DIAGRAM 10" ' TREAD cD � W � Cn S 1" NOSING 3 a 0 N N Q 0 N O N M En Q w I= 0 a N O N 0 U C:ON ) w, o � 00 M O V� o � o %-1 dam'+ � a\ U `Y' .O N � *PulteGroup- w � Q � o a � � Q � � N PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.21 3 vi .o 0 88 0 0 W 0 0 CV Q a CV Q w r- 0 J d o I 0 10'-8 3 4" jk _ 2ND FLR, 00 9 -4 r, TRUSS BEARING 00 00 8'-0" T.O. WDW co I �- O I 00 m 5/4" X 1 5/44" SMOOTH TRIM MATERIAL 5/44" SMOOTH TRIM MATERIAL II 5/4"x4" SMOOTH TRIM MATERIAL TYP, FRAME HEADER/ SILL DR. SCALE: 1/2' = 1'-O" +1 1/2" FF- CMU HEADER DR. SCALE: 1/2' = 1'-0" 10" 4" I I cV " CMU SILL DETAIL BRACKET DETAIL SCALE: 1/2" =1' SCALE: 1" = 1'-0' F 1,—Qn 7 5-1 /2"X5-1 FOAM BRACT x COLUMN DETAIL SCALE 1/2' = 1'-0' C FRONT ELEVATION SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) D IKIM MHILKIHL FRAME FRIEZE BANDING DTL SCALE: 1/2" = 1'-0" SMOOTH PANEL SIDING 1'-4" 2" B&B @ 16" O.C. GABLE DETAIL SCALE 1/2" = 1'-0' 5/44" SMOOTH IRIM MATERIAL a 0 CV O C"i F- S U 0- 0— CD U 0 ` [IWJ O cn 1 r� vJ O � O W U d� M a% •�(u O c� cz N 0 'apu It a .- Ln Lf� U-) L M � Cc � N cu 0 � Q H o C�s O w � w 4c o w c o � x w PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Familv SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.01 -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. SQ. FT. SQ. IN. LIN. FT. VENTS 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 I ■VV1 1 `/_AI V SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11 x17 PAPER) ATTIC VENTILATION ZONE 2- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1072 154368 3.573 514.560 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. SQ. FT. SQ. IN. LIN. FT. VENTS 1.429 205.824 2 2.144 308.736 50 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY 00 00 00 j CID 00 r r � 07 I I ,d- CXD 00 -,,4 CD 00 00 o 00 O O co SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) ATTIC VENTILATION ZONE 1- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1255 180720 4.183 602.400 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. ANTS SQ. FT. SQ. IN. LIN. FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SO. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY 111i"ll Li 11 11�11 OPT. GRIDS PER-j LOPT. 47 BANDING COMMUNITY SPEC (+1/2-), TYP. REAR ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11 x17 PAPER) a 0 N O N S C� Of D_ O U O w , IW) Q O 0 d� M C? ^, W r� QQ r'i Q 0 ut) Q \ 00 4� a� U `Y' c� as O �—I cz N � ItPulteGroup- p-, PRODUCT MANAGER RELEASE f1ATC• vv /vv /Vvvv PROJECT TYPE n• 1 T SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.02 3 0 U U w 0 0 w 0 N O N rn Q w K 0 J d FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) If ELECTRICAL SYMBOLS II 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oa STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -.0- LIGHT FIXTURE - CEILING MOUNT K> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT �pc LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF L3 LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) O THERMOSTAT EMERGENCY LIGHT -ePB PUSH BUTTON TELEVISION OUTLET SWITCH T TELEPHONE OUTLET /O/ GARBAGE DISPOSAL CHIDES DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIR HOTSPOT X0 OPENER DATA/TV min MEDIA /SWP BOX f DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18 AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT 1, 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM -i (— (_ ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT MT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL kirlD 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE C5 0- CD CV 0 cV G' a 0 U a ('WJ n� co co r� cu c� O 0 uo) � 0000 %-1 0 'O 'I ;m� r--1 � ,- 4 o� N as tPulteGroup- => cn c� pp w U 0 N U .� cn o W � � 0 0 w � w � � x r-4 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.11 I - h -� - ^ �� OPT FLOOD LIGH- - - - - - - - - - - - - - - - - - - - - - - - - - - - r- I COVERED LANAI - I I 1 8-- R R *R 0 I I I I I , I ' OPT_r OPT. <�-' ',�> QPF. OP,�F _ _ _- , I 4 O„------4,-0" 4'-41/2„ 4'-0" 4'-0" I , I 1 , 1 , 4'-0" 2'-6" 2'-6" 4'-0" 3'-10" 3'-7" 31-711 4'-0" cV G THERIN ROOM ' 1 1 C.O R ,R - --- - -CAFE C) Rom--'- w-- R _-- - R OPT. OPT. � `� OPT.' OPT OPT. OPT.' ;`OWNER'S SUITE o _ OCD 1 I V> TOP ,jT. FLR. OUTLET0 OPT. OPT. 1 13 -11� o 9'-1 1 /2" OPT ----------OPT`' OPT. ---- - OPT. m E 1 \ I Q 1 I U I o; OPT �wx� T J k - _L__-- m I s o I I I I F P� F 1 f d O I I N O 11 1 O I 1 1 1 OWNER' I I I I I I k 'F'�OPT ' Q ` STO R I I, i U I I I � I I I I fl O i Ili BATH EI ADD ADDITIONAL U. ------cd ... _._........ �� CAB LT. FOR ENT. ,-' --- PKG. OP,R - KITCHEN.- -- ---- LA DRY OPT. U.CAB. LL " —I r /� TOP . I I WIC II ENTRY I I I I I I I I I I I 1 I I I 1 2 CAR GARAGE � U ' W -------------------- � OPT. � GF o OPT. COACH LIGHT - - — - - - FOYER FIRST FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 110 PAPER) 2'-81/2" 2'-81/2" OPT. OPT. DEN o17 0 'CIA I 1 '0­10 R �� OPT. OPT. co TO SWITCHED GFCI'S ABOVE --------- IN- SOFFIT OPT FLOOD LIGHT 2 -0" TYP. SPACING METAL STUD, TYP. 20 WOOD BLOCKING INSIDE METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE, TYP. A " 2-01 TYP. SPACING END NAILS, TYP. WOOD BLOCKING STACKED BLOCKED METAL STUDS TOP OF STACKED BLOCKING 1/1 METAL STUD, TYP. 2x6 WOOD STACKED BETWEEN BLOCKED METAL STUDS, TYP. WOOD BLOCKING INSIDE METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE a. ---SEND NAILS, TYP. C a Ln -H 110V DUPLEX OUTLET LOCATION CHASE OUTLET LOCATION L � Q 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OWP/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. N SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®pyy DISHWASHER OUTLET (GFCI PROTECTED) $4 f$ SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT 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====c LIGHT FIXTURE - 48" FLUORESCENT ^ OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE - PROVIDE FRAMING SUPPORT FOR FIXTURE �> SMOKE DETECTOR � EP ELECTRIC PANEL QS (AFCI PROTECTED) SMOKE/CARBON E ELECTRIC METER SC MONOXIDE COMBO cE3 DISCONNECT DETECTOR (AFCI PROTECTED) O THERMOSTAT EMERGENCY LIGHT -OPB PUSH BUTTON 7 TELEVISION OUTLET SWITCH T TELEPHONE OUTLET GARBAGE DISPOSAL CHIMES (GFCI PROTECTED) DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT to OPENER DATA/TV Ig MEDIA /SWP BOX (1) DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 1— 2" PVC CONDUIT 1 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/O COPPER 1-3/0 ALUMINUM II T ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP D COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL uro 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS TTI L I I II III — I I 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE 0- 0 N N F- S U a 0 U O M MC \'J � r� 41 o 0 iG-i O v� v U M •� v 7121 'tj o oA N a SPulteGrog.-w O c-j Z "4 0 -ic v � U c, v Q W CIZ O O O cu � � H PRODUCT MANAGER IRELEASE I f1ATC. vv /vv /Vvvv PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.12 l T - -- - _ - -A i 1 11 1 1 k. ... k k I - 1.. n k -.:1 a; an e;�i ;ailu c,., a ., ua .....- a-, Ids s n;, l „�i. k I --T-i F I o co co I LOFT CFP W/ \c ^> CAPPED PLATE l DATA/TV BEDROOM 4 - c r W/ CAPPED R ATE 7'-41/2" � O BEDROOM 2 SECOND FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) )(\—CFP W/ CAPPED PLATE r HARDWIRED ,BEDROOM 3 W/ CAPPED PLATE N o °° s 01 n ELECTRICAL SYMBOLS II STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) 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) s4 f$ SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT 'r' PC LIGHT FIXTURE - PULL CORD F@ LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF �T LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) Q EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT n n > OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SMOKE/CARBON Et ELECTRIC METER © MONOXIDE COMBO c-El DISCONNECT DETECTOR (AFCI PROTECTED) THERMOSTAT EMERGENCY LIGHT O -OPB PUSH BUTTON TELEVISION OUTLET SWITCH gi1�Es TELEPHONE OUTLET /O/ (GFCl GAARBPA E DIT D� SAL DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV MED MEDIA /SWP BOX DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #1 P COPPER 2" PVC CONDUIT 1' 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 M COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND I 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL 2PH Ij(lR 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS (I — _I 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE c5 a 0 CV 0 N C.7 cl- 0 0 w , Q O jWJ C� 1 r� c� O 00000 � o U `Y' c� � bA r-i C�s N as 1900, Inw- NPulteGroup, O r� c n 1�-I M U � N � U � Q � � o W �-1 o w co p° Q o � Z � � N PRODUCT MANAGER RELEASE PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.21 F L WIC 5-6 1/2') 5-6 1/2" R �R,F OPT, LO N OPT. z � < > , N � PR� R OPT. OPT. 1dO'a 'L4"OPT. TV BEDROOM 4 ONA. OPT.'-8 31/2" -- ---3'-8 1/2" ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET — 1/2 SWITCHED (TAMPER RESISTANT) (490 STANDARD 110 OUTLET — GROUND FAULT CIRCUIT INTERRUPTER OF/OFCISTANDARD 110 OUTLET — WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) 4 SWITCH, SWITCH = 3—WAY, SWITCH = 4—WAY LIGHT FIXTURE — CEILING MOUNT LIGHT FIXTURE — WALL MOUNT © LIGHT FIXTURE — PENDANT LIGHT FIXTURE — PULL CORD PC LIGHT FIXTURE — COACH LIGHT LIGHT FIXTURE — EXTERIOR WALL MOUNT LIGHT FIXTURE — LED DOWNLIGHT — / LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE — 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE V� N QS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) ELECTRIC METER SC SMOKE/CARBON MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) O THERMOSTAT EMERGENCY LIGHT —OPB PUSH BUTTON TELEVISION OUTLET OPT. SWITCH CHIMES TELEPHONE OUTLET /0/ GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT 00 GDO OPENER DATA/TV BEDROOM 2 mia MEDIA 3'-1 1/2" 3'-1 1/2" /SWP BOX f DATA /TV OUTLET - �" OPT. ; <� >-- -OPT. 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 L OPT. �Fv; BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER I I 150 AMP 42 CIRCUIT MAIN METER CIRCUIT � BREAKER BEDROOM 3 #4 COPPER 2" PVC CONDUIT R CD 1/2 PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM OPT. PVC 1-1/0 COPPER 1-3/0 ALUMINUM — WIC N OPT. ELECTRICAL RISER DIAGRAM o NOT TO SCALE 4/0 SER CABLE C'4 §'_IN SOFFIT r/GFCI — OPT. TV -----— L L SWITCH BELOW ____-_-___- ----- WP/GFCI ` IN SOFFIT --------- SECOND FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) 150 AMP M COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO ELECTRIC METER IN NEMA PANEL kjPro 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS i I -n-F L I- _I I I III III R, — I 1#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE w, C:) O \'J c� � c� O 0 ul) 00 �I d� i-q o 45 U `Y' M cis O N c *PulteGroup- 14 O 1 d.' C) L� cn H 00 .-a c 0 ic U U � Q � � o W i� w o � � PRODUCT MANAGER RELEASE nATC. vv /vv /vvvv PROJECT TYPE I Single Familv SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.22 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I COVERED LANAI I 0 c I I I o I � I ' I � m 1 z I n I 1 HB 2 -3 1 1 1 I 1 1 I J _ GATHERING ROOM CAFE OWNER' SUITE CV N N O'] 9'-1 1 /2" O i E 9'_7 1/2n nl I 1 f 1 I _ I ' I I ' I t I 1 it I I O T I I I I ° 2- _- WNE'I VANITY L%AV I f o PER SPEC STOR Z—BAT�1 - EI I 1 I 1 I I n a KITCHEN 2 9 DRY cn REFRIGERATOR WATF2 i[NF F- - P r7__ .___ ___—____--_ __.... 1n 6 -7 1/2 0 f � - NOTE: ALWAYS LOCATE WIC DRYER TO RIGHT Y Y V WATER CLOSET OF WASHER = r----- — ir--------i `D PER SPEC " ENTRY VANITY LAV LZ 0 g'-5" 6' 0 1/2" ;;11 PER SPEC WATER CLOSET t________jE________j p R PER SPEC o r 5'-1 1 /2" WH 1'-8' 2 CAR GARAGE DEN FOYER m _ I 3 I c zo Ln E 0 O Ll- N 0 N r''J Q FIRST FLOOR PLUMBING PLAN w SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) 0 0- d cl- 0 N O CV 0 U w ` ('WJ Q O C M � o0 cn o O (\ O CXD T"1 O U .O c� 0 r� N 1EPulteGroup- PRODUCT MANAGER RELEASE PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET pill THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY F 5'-2 13'-5• C-1 WATER CLOSET N BEDROOM 2 PER SPEC VANITY LAV LOFT PER SPEC BATH 2 L BEDROOM 3 kn7 F- L BEDROOM 4 WIC I WIC 3 c a d 0 — — — 0 N CD N O CV r7 Q SECOND FLOOR PLUMBING PLAN b SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-0" ON 11 x17 PAPER) 0 J ( IWJ O M � ao 4 •� o oO �o � N U a% � o � w 0 N � llkPulteGroup- RODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Sinele Family P SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET P1.21 A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STA NDARDS 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-POSITIVENL06: 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" C 1. 2. 3. 4. 5. 6, D 1. 2. 3. 7. 8. 9. 10. 11. E. 1. 2. 0 0 0 N 0 N M Q w O a 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 UVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. FOUNDATION: FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. ALL FILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8". CONFORM TO ASTM D 1557. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. ABANDONED FOOTINGS, UTUTIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. r\nninnFTF. CONCRETE SHALL CONFORM TO THE "BUILDING REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK 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 ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE, PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332, SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5" SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0" SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE Y" TO 2 Y; IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL. MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (I'm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8" x 8" x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S" OR V. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE UNTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL. SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK #4 20" 3' 10" #5 25" 3-3/4" 10" #6 34" 4-1/2' 11' #7 42" 5-1/4" 13" G. 1. 2. 3. 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 WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. 5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER R=8 in +/- 3/8" -3/8' 6=8 in +/- 1/2" -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2" WOOD FRAMING: FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE NDS. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER 0 16" O.C. FOR WALLS 9'-5" OR LESS. INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPF OR SP NUMBER 2 OR BETTER • 16" O.C. MAX. (U.N.O.). INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS ® 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) 2x4 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH Y' TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8" O.C. FOR EACH, U.NO. 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. I. ANCHORAGE: 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2' DIA., EMBEDDED 7". USE 10" LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3"O"A.229" PLATE WASHERS ARE ASTM/ASME B18.22.1. 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON STRONG -BOLT TPER FL PRODUCT APPROVAL 115731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON `TITEN HD'PER FL PRODUCT APPROVAL #15730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE EMAROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET-XP'PER FL PRODUCT APPROVAL #15730.6 OR SIMPSON "AT-XP'PER FL PRODUCT APPROVAL #16230.1. SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIMPSON 'SET-XP'. 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE. SIMPSON POWDER -ACTUATED FASTENERS'PER FL PRODUCT APPROVAL #15730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON `TITEN SCREWS"PER FL PRODUCT APPOVAL #2355-R4. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET'PER FL PRODUCT APPROVAL #15730.5. 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL 8. PRE -APPROVED SUBTITUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2" DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND 4'EDGE DISTANCE. b) 1/2' DIA. SIMPSON `TITEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9. PRE -APPROVED SUBTITUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2" DIA. SIMPSON TTEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 13/4'EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2" DIA. F1554 GR. 36 ATR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 10. PLACE ANCHOR BOLTS AT 4" MIN AND 12" MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4" FROM CONCRETE EDGE, AND SPACED AT 24" O.C. MAX. 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 13. BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. J. WOOD STRUCTURAL SHEATHING: 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 %" DIA. HOLE 6" DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36' LONG #5 REBAR WITH SIMPSON TYPE 'SET" EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12" LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. IF THE WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX. 16' HIGH AND 4" WIDE AT THE FLOOR. DRILL HOLE AND INSTALL A 32" LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. ABBREVIATIONS: 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN A. PLYWD = PLYWOOD AND/OR CURB CONDITIONS. B. OSB = ORIENTED STRAND BOARD 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE C. NAILING: MANUFACTURER, OR IS AT LEAST 2-Y" FROM ANY EDGE FOR Y; BOLTS AND 3 Y" FOR )r AND Y' BOLTS, THEN A C.A. 8d - COMMON NAIL STANDARD EXPANSION BOLT EMBEDDED 5" MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED C.B. 10d - COMMON NAIL (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 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 Y" x 6', OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN C.F. FN - FIELD NAILING ANCHOR W/SIMPSON TYPE 'SET" 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 SEE THE DETAIL IN THESE DRAWINGS. D. AB = ANCHOR BOLT FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM E. CMU= CONCRETE MASONRY UNIT MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3' NAILS). WHEN GAP IS F. CONC = CONCRETE GREATER THAN 1 1/2", INSTALL NEW ANCHORS. G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION 4. CMU OVERHANGING SLAB J. MAX = MAXIMUM 4.1 FOR BLOCK OVERHANGING THE SLAB BY 5/8" OR LESS, NO REPAIR IS NECESSARY. K. MIN = MINIMUM 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN Y8" AND 1 Y", GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. L. O.C. = ON CENTER 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 Y', CONTACT THE E.O.R. FOR REPAIR. M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 5. NOTCHED STUDS IN WALLS 0. TYP = TYPICAL STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING P. U.N.O. = UNLESS NOTED OTHERWISE WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD Q. I.L.O. = IN LIEU OF WIDTH IN BEARING WALLS (1-3/8'FOR A 2X4 STUD OR 2-3/16'FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING R. w/ = WITH WALLS (2-1/8'FOR A 2X4 STUD OR 3-5/16"FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN S. WD = WOOD A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/471-1/2' T. EE = EACH END SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'#'-03 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. AB. C.J. = CONTRACTION JOINT DEN = DOUBLE EDGE NAILING GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE AC. COL = COLUMN REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT WOULD NEED TO BE ATTACHED AD. REIN = REINFORCEMENT PER MANUFACTURER SPECIFICATIONS. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. AE. PLT = PLATE 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS THE KAYCAN VINYL SOFFIT IS INSTALLED IN AF. CANT. = CANTILEVER ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH 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 Description Zone Width (ft) Height (ft) Effective Positive Negative Pressure 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.Q.A.# ARCHITECTURE: AA26002802 C5 a 0 CV O CV CD Of 0 c� 0 O O MO C?(y) r4 00 •� O 00 n� GIN 4I 4 N d+ cis 71 bA r-I N na tPulteGroup- PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Fan it 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICA11ON LEVEL P.E. # 86025 FLORIDA Pulte 9/3l20 DATE >i411ti!!l1/� PLAN NAME Whitestone NPC CHILD NUMBER °. 86 1 12117.501 SHEET RID S"1Q,' SO. f�J0 AI"W\� 0 0 a� 0 U 0 N 0 N a w O a (1) #5 REBAR w/ 25" LAP g" OR 12" SQUARE U.N.O. OR ROUND C.M.U. 8" C.M.U. FINISH PER ELEV. COL. PER PLAN OIL -0'-0" SLOPE FINISH GRADE I co '. LO Z .P. •: PAVERS PER SPEC. MONOLITHIC FOUND. - W/ (2) #4 DIA. RODS CONT. ON CHAIRS 9" STARTER 1-0 COURSE ' -' CONCRETE FOOTING PER PLAN 1-4' 0 2 STY ALT. CMU SEAT @ -%' PER PLAN =01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB F03s MASONRY COL. ON SPREAD FTG. (Pav( SCALE: 1/2"=1'-0 ZLz J LL: o w op SLOPE PER ARCH PAVERS OR SLAB PER SPEC. V.CONCRETE FOOTING .. PER PLAN PER PLAN 01 Fom) MASONRY COL. ON SPREAD FTG. SCALE: 1/2"=1'-0 3/4' RECESS IN SLAB 10 1/2' FINISH FLOOR-� 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR w fr � ¢ z m CCD o Z SCALE: 1/2'=1'-0 PER ARCH z � J w w m � a ¢ SLOPE CONCRETE FOOLING �` 4 :'» PER PLAN PER PLAN 8" C.M.U. WALL FINISH PER ELEVATION 3/4" RECESS IN SLAB FINISH FLOOR ---- SLOPE '- MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2"=1'-0 RECESS WITH PAVERS 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ Vk 3' POWDER ACTUATED FASTENERS OR TAPCONS 0 16' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS 0 12' O.C. STEP PER PLAN SLOPE :y• N O t"- 0" 6 1/2" (1) #4 ROD CONT. ON CHAIRS UNO os THICKENED SLAB @ GARAGE NON -BEARING SCALE: 1 /2"=1'-0 2x P.T. PLATE SECURED TO SLAB w/ — 3' POWDER ACTUATED FASTENERS OR TAPGONS ®16' O.C. OR (2) ROWS 12d GUN NAILS 012' O.C. START SLOPE HERE— ;: CORNER BAR WITH 25" VERTICAL DOWEL :' j. {_ `' ' ':� MIN. LAP SPLICE EACH AS REQ'D IN PLAN ' ` SIDE. SAME SIZE AS CLEAN COMP CONT. FOOTING STEEL. • C • y�''. -0'- .^L -: �. " -' : • '. i NUMBER OF CORNER ALTERNATE TO CORNER SPUCE: PROVIDE CONT. ;:. . . '- BARS EQUALS NUMBER STEEL REINF. BARS BENT ' ` ' .,.:..:.; ,' `' ` `' ' "'�' '• OF CONTT, BARS AT CORNERS TO COMPLY, WITH THE INTENT OF THE BUILDING CODE. NUMBER OF REBAR „ PER PLAN 25 MIN. PVC SLEEVE LAP SPLICE 1'-4' 0 2 STORY F12 REINF. PLACEMENT AT FTG. CORNERS F13 BEARING PENETRATION DETAIL , REINF. PER PLAN w/30" LAP MIN. goo^ J ¢ Z m CCD 1 z 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR 0 o ^ z w a-- � o Z 8" C.M.U. WALL FINISH PER ELEVATION SLOPE P . MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. RECESS WITH SLAB ci nor SCALE: 1 /2'4-0 (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. FINISH GRADE SLOPE SLAB `; '•. Z 1 THICKENED SLAB EDGE SCALE: 1 /2'=1'-0 SCALE: 1 /2"=1'-0 2x AT 24"O.C. MAX. 1/2" G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS PAVERS TYP. (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM 8" OR 12" SQUARE �I v OR ROUND C.M.U. COL. PER PLAN I w Cr SLOPE I - d CONCRETE FOOTING PER PLAN PER PLAN *11 MASONRY COL ON SPREAD FTG. (Concrete) SCALE: 1/2"=1'-0 REINF. PER PLAN CMU COL. PER w/30" LAP MIN. PLAN w � z M CD co z MASONRY COLUMN #5 BAR w/ 25" PER PLAN li MIN LAP SLOPE m CD PAVERS OR SLAB PER ;: o SPEC. z CONC. FTG. PER PLAN PER PLAN MASONRY COLUMN ON SPREAD FTG. (Pavers) PAVERS OR SLAB PER SLOPE ' SPEC. CONCRETE FOOTING PER PLAN PER PLAN MASONRY WALL CORNER ON SPREAD FTG. CMU COL. PER PLAN —#5 REBAR Ln w/25" MIN LAP OIL-O'-O" SLOPE w < z m � CONCRETE FOOLING — :J: PER PLAN : o Z `. -'.. .» .. — PER PLAN iers) MASONRY WALL CORNER ON SPREAD FTG. —#5 REBAR w/25' MIN LAP w � Z m CD o z SCALE: 1 /2"=1'-0 SCALE: 1 /2"=1'-0 (1) #5 REBAR AT EACH J FILLED CELL CMU STRUCK BOTH WAYS GROUT BE w ¢ POURED CURB 0 \ 4 SLOPE Ilk-O -0 I -• Is F.�' FINISH GRADE00 t,- 00 -I 00 o —MONOLITHIC FOUND, MONOLITHIC FOUND. w/(2) #4 DIA. RODS W/ (2) #4 REBAR 1'_$" $° 1 I CONT. ON CHAIRS CONT. ON CHAIRS " 1'-4 ®2 STORY =� EXT. MASONRY WALL C� GARAGE F� EXTERIOR DOOR SILL (� POCKET 1 ZERO CORNER SGD SCALE: 1/2"=1'-0 SCALE: 1/2"=1'-0 Z 2-1/2' ® IMPACT J DOOR a DOOR PER SPEC Q Of SCALE: 1 /2"=1'-O GROUT BED PAVERS PER SPEC PAVERS PER 3 � DOOR PER SPEC (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS w " DOOR THRESHOLD PER PLAN SLOPE o- VARIES) F. 0'-0" F.F. SLOPE 0 -0" PER PLAN X "�' ALT. BRICK PER PLAN Z_ .a Q = — = — — — THRESHOLD .. �;. 00 ICI=1�I-1�I=�Io :: � ' III illy__„I I ,• _: �I I I- 3" I I I_ I I —� w MONOLITHIC FOUND. MONOLITHIC FOUND. MONOLITHIC FOUND.---'1'-O" a . H — W/ (2) #4 DIA. RODS „ w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS c 1-0 CONT. ON CHAIRS 1-4 ® 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS 1-4" 0 2-STORY I I 1'-4 ALT. FLUSH BRICK EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) SCALE:1/2"=1'-0 2X AT 16" O.C. W/ 1/2' GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR ASSOCIATED WALL DETAIL STEP PER PLAN SPECIFYING ANCHOR REQUIREMENT SLOPE GO • f ..I . C� (2) #4 ROD CONT. ON CHAIRS 6" 1'-0°' 10 1/2" THICKENED SLAB @ GARAGE (BEARING) SCALE: 1/2"=1'-0 PENETRATING PVC SLEEVE VI 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (IYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS SCALE: 1/2'4-0 2X AT 16' O.C. W/ 1/2' GO EA. SIDE 2" SEEASSOCIATEDHRAI DETAIL FOR START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT SLOPE j:... 4 N f• O (2) #4 ROD CONT. ON CHAIRS 10 1/2" 1'_p" �10 1/2" (1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" BAR CONT. J a CONIC. PER SCHEDULE SLOPE TO DRAIN SHOWER RECESS SCALE: 1/2"=1'-0 VERIFY LOCATION (1) #5 REBAR w/30" LAP MII 30'x3O"x12" CONC. FTG. w/ (3) #4 REBAR EA. WAY FINISH GRADE PLAN I I I was II L J V:HIfJ F SIDF OF 7FDFqTAI Q I I I L 30" L GAS WATER HEATER PEDESTAL SCALE: 1 /2"=1'-0 #4 REBAR 3" FROM TOP & 10" BEND ® BOTTOM LOCATE PER ARCHITECTURAL DRAWINGS MASONRY WALL ON CONTINUOUS FTG. SCALE: 1/2"=1'-0 FINISH GRADE PER PLAN SCALE: 1/2"=1'-0 SEE HEADER/UNTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT (2) #4 DIA. RODS CONT. ON CHAIRS d- N�•1 •�:.. ' •. 10" 1'-0" 10" Flo THICKEND SLAB @ INTERIOR WALL SCALE: 1 /2"=1'-0 2X AT 16" O.C. W/ 1/2' CWB EA. SIDE u a 0 N C-4 N c� r CD 0 U C.O.A.# ARCHITECTURE: AA26002802 o O 0 C? c —4 00 � M •� O 0 VJ O 000 iLl v` 4'> N r U� ;511� 0 M as ;miiiIII � •--+ w bA Cz O N as *PulteGroup- RODUCT MANAGER RELEASE DATE: xX xx xxxx WVJ DAEAESOFM P G.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Famfl D THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 9/3/20 DATE`,`�4iit!!!!t f PLAN NAME Whitestone NPC CHILD NUMBER .. °•02 2117.501 j srrE �W� SHEET S1.0 ©NAY. LEGEND SYMBOLS ❑� 8x8 FILLED CELL W/ 15 REBAR FG-T-21 8x8 FILLED CELL W/ (2)#5 REBAR ® INSIDE FACE 40'-0" ❑O 8x8 FILLED CELL W/ NO REBAR REQUIRED 14'-0" 26'-0" 45' CMU - FILL CELLS W/ 15 REBAR ❑ S1.0 24"x32"x12" CONC FTG w/ 23'-4" -0 24"x32"x12" CONC FTG w/ S1�� 12x12 FILLED CELL W/ (4)-#5 REBAR #4 REBAR @ 6" O.C. EA WAY #4 REBAR @ 6" O.C. EA WAY E ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0' DETAIL INDICATOR XX FLOOR SLAB NOTES: 3 1/2' 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6" AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN "L' SHAPED SLAB. 1,1 L. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36' (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12' (305mm) APART, WITH THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONSIlk C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 D THOMAS A. WEBER, PE P.E. # 73242 FLORIDA VERIFY M.O. ESE, PE F03B F03B P EN 66025 JAMIN IFLC)R FLORIDA 16'-8" 8"�1-016'-6" S1.0 13'-6" S1.0 9/3/20 20'-0" 20'-0" DATE � 40'-0"► o N No. 860 N FOUNDATION PLAN STATE wSCALE: 1/4"=1'-0" L rr Al. ti lit CID Co @ co100 100 co co : I 1/ 71 1 00/1 4:4F32 IN OF CD aisle @ F36P � -- F11 o w F11 +-- S1.0 I ...� • o S1.0 I I w/OPT. SCREEN N w/OPT. SCREEN � OUTDOOR I� KITCHEN ( � o o ENCLOSURE ENCLOSURE i o I I I I N . 3'-0" 8" 7'-0" 8" 3'-0" 3'-8" 8" 16'-8" I`7 8n � 41_pn F12 n 8" I s1.o � VERIFY M.O. VERIFY M.O. • ------- --- ---------- ----------- I I o � I I ' F01 �- I S1.0 S.C. 1, ' _I I I I I I I I \ 1 ' ' ' I I I I I 0 , I � t R _ CV I f'7 I I I I I Q) Of_On I 6) I Q) I CV I I I I I p I co I L(� I I I S.C. ' g" 3'-01/2" I 6'-10 1 /2" 6'-6 1 /2" 17'-9" I � F10 _ 1 STORY 81.0 ,f ff n 24 x24 x12 CONC 1 STORY ' � M 00 LLJ 2 STORY FTG w/ #4 REBAR 0 i 00 •� O i'••i �O CT U K' M O `v bA V J N as P PRODUCT MANAGER RELEASE PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SIM O O � MO t'J � r� M V0J 1 1 Ln Ucll� a� ".2 1 � c� N a� P'ulte p- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE !1• 1 T SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2.1 W05 _ S42 TYP. W01 _ $4.2 TYP. CD CV O N M Q w 0 a SECOND FLOOR FRAMING PLAN SCALE: 1 /4"=1 '-O" C.Q.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 9/3/20 DATE �11I1111 PATE 4&V lIIII O O co C? 1 r--4 OD 0 vJ 0 \ 0 00 A� �o a� c� bj:) c1 N � liffPulteGroup- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICA flON LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2.2 6 FLOOR &C LOW ROOF FRAMING PLAN. SCALE: 1 /4"=1'-0" AT EA VERTICAL CHORD OF FLOOR TRUSS. LUS26 w/ (8) 0.148"x1-1/2" EA TRUSS TO LEDGER. TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 n THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 9/3/20 DATE ��XgjllIItI/tj .8 AT IF lilt O O i v °O •� O U O O 00 Q rn � o v a� N c *PulteGroup- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 r S3.1 a 3 m 0 CV 0 0 0 CV O N r7 C Q W 0 /L (2) MTS16 FROM TRUSS TO (2) BUILT UP COLUMN. MSTCM40 OF COLUMN w/ (14) 16d SINKER COLUMN " (10) 1/4x2 " —1/4TITEN L IV CMU WALL BELOW. SECOND FLOOR ROOF FRAMING PLAN SCALE: 1 /4"=l'-0" 'vULVIVIIV kI V� I/-t AL—I/Y II ILIV L IV CMU WALL BELOW. 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. G.Q.A.# ARCHITECTURE: AA26002802 G.O.A.# ENGINEERING: 29349 D THOMAS A. WESER, PE F.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 9/3/20 DATE%%jillitt lo �i C}RID,. `lww �/tlttl 0 cV O N U Of 2 O U V O O M 1 r� d� L� 00 Ln d1 !"1 0 d1 -F, N U as v � w O N � AffPulteGroup.-- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S3.2 WE Lw C� C) C14 C) Lu 0 --I CL CONTINUOUS STRUCTURAL SHEATHING TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING SEE PLAN AND DETAILS FOR ATTACHMENT DETAIL AT RAISED HEEL PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR PER PLAN-------, FASCIA SEE ARCH. DRAWINGS BOND BEAM PER PLAN CD F== 2x BLOCKING BETWEEN TRUSSES w/ (3) 8d INTO SUPPORT 0 EA END TO 2x BLOCKING AT fE ADJACENT TRUSS OR TO TOP PLATES �rSHEATHING EDGES --SHEATHING PER PLAN NOTE: REFER TO ARCHITECTURAL STRUCTURAL SHEATHING CONTINUOUS---Z---` DRAWINGS AND/ OR TRUSS AT TRUSS HEEL, w/ SHEATHING EDGE *__�TRUSS SCREW THRU LOCATION OF BRACING AT MANUFACTURER DRAWINGS FOR NAILING REQUIRED. A ULTED TRUSS. -I\V TOP PLATES TO TRUSS SPECIFIC TRUSS PROFILE DETAIL AT RAISED HEEL 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 wl 8d NAILS @ 6" O.C. F�— ALONG LENGTH OF BRACED WALL PANELS q< r--) TRUSS SCREW PER PLAN NOTE: CONTINUOUS BRACING TRUSS MANUF. REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN < DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). —SHEATHING PER PLAN FRAMING PER PLAN (DTRUSS SCREW THRU TOP PLATES TO TRUSS Q) TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL R01 —�W �FT �RU S "0 "M �AS 0 �NR Y� STRUCTURAL SHEATHING PER PLAN 2A 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, 2A w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2A "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 20 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH V BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. ROOF TRUSS ON FRAME R02 ILU 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. BLOCK 4 BAYS BACK HOUSE WIDTH — FROM GABLE TRUSS. rWHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO 3 BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE. Q r SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS @ 8' O.C. SIMPSON A23 w/ (8) 10d x 1-1/2" (ONE . 0 , N EACH SIDE OF BRACE TO TOP PLATE). SHEATHING PER PLAN SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. '�'��PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. STRUCTURAL SHEATHING SEE PLAN FOR ATTACHMENT Cmu WASHERS AND 7" EMBEDMENT. MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED NAIL BOTTOM CHORD OF GABLE BEAM PER PLAN. FOR RAKED BEAM AT VAULTED TRUSS w/ 12d's AT 4" O.C. CONT. 2x4 CONDITION, SEE PLAN AND DETAIL. /1' 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS BRACE) NAILED TO DIAG. w/ 10d GUN STRUCTURAL @ TOP NAILS @ 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN N (48' MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING BRACE SPLICE SHOWN PER PLAN 20 BLOCKING AT 48" O.C. - 3 T� TRUSS BAYS FRAMING 2x6 NAILED @ BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE IL PA�LE END TRUSS BRACIN.G �T� rRO9 2 4 LADDER FRAMING AT 24" O C 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" D.C. CONT. 2x6 w/ (2) 12d NAILS---\ CMU WALL STRUCTURAL SHEATHING PER PLAN A BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. A 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 (OR APPROVED EQUAL) CONDTIONS OF USE: AT EACH MISSED 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. LOCATION. 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS STRAP REPAIR R13 U& 13 (rYPICAL CMU WALL CONNECTION) 0 T — —1 X RIDGE--/ GABLE END BOSTON HIP 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 wA3) 8d @ EA. OUTLOOKER VALLEY SET TRUSSES AT 24" O.C. PER PLAN MIN. 9" LONG 20 GA. FLAT STRAP w/ (8) 10d SHEATHING PER -OR PLAN. 20 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. VALLEY SET OVER FRAME I 1vv "X" 10% "X" = 10% OF HOUSE WIDTH HOUSE WIDTH ----\ 3 RIDGE7/ GABLE END GABLE X 7 0 T Xx < RIDGE , t7 l� (1) 1 R X HIP 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS OR — PER PLAN 2x4 BETWEEN EA. OUTLOOKER wA2) 10d TOENAILS EDIMENT BLOCKING GABLE VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. —OR— (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW STRUCTURAL SHEATHING PER PLAN /-(D 20 OUTLOOKER FRAMING AT 24" O.C. OVER DROPPED GABLE END TRUSS. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS. CONT. 2A w/ (2) 12d NAILS SIMPSON H10A w/(16)8d NAILS MIN. - STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. >< TRUSS ANCHOR SEE CONN. CHART MAX.7 BOND BEAM PER PLAN:�\ 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 "Xff "XII TLE: 15/32' SPAN RATED PLYWOOD OR OSB PANEL EDGES @ SUPPORTS (1) 6" O.C. 6" O.C. 4" D.C. PANEL FIELD (1) 6" D.C. 6" O.C. 6" O.C.- METAL: 15/32' SPAN RATED PLYWOOD w/24 GA. 19/32' SPAN RATED PLYWOOD w/26 CA NU I L�: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS- TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION 'X" OFFSET FROM ROOF EDGE. 30' WIDE HOUSE 3' ZONE, 40' WIDE HOUSE 4' ZONE, 50' WIDE HOUSE 5' ZONE, 60' WIDE HOUSE 6' ZONE R11 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 8'-0" BACK FROM GABLE TRUSS. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32" MAX. SPACING -'--IF LENGTH IS LESS THAN �-O' USE 20 *L' BACK, IF LENGTH IS GREATER THEN �-O' USE (2) 20 '1! BACKS. NAIL "L" BACKS w/12d @ 12"O.C.(NOTCHED 0 TOP w/2-12d TOENAILS V BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLAN--J P�R T I �AL �GA B �LE E�ND T�RUS�S[��Ttl�� R09)C ^L Al I SEE ARCH. DRAWINGS SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. ------------- SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED SES AT 24" O.C. TRUS 2x4 BLOCKING AT 2'-0' - O.C. W/ (2) 12d TOE NAILS EACH END TO TRUSS SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4' MAX. GAP FROM TOP OF — ___' __` JLE 7WALL TO BOTT. OF BLOCKING 8" CMU WALL. SEE PLAN FOR VERT. REINF. LL BRACING AT NON —BEARING EXTERIOR WALL 20 PURLIN @ EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN wl 10d GUN NAIL @ 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 11-1 SHEATHING. 3 L 1. AT VERTICALS 3'-6" TO 6'-60 USE ONE 2x4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2A "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 2x SHTG.. 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2A BLOCK "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 V 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 V BACKS AT TOP AND BOTTOM. 2A DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN WOOD UTCH HIP GABLE TRUSS BRACING DETAIL WDROPPED GABLE 0 '7 IIJ jku R V %9 )B. BOSTON HIP ROOF TRUSS PER MANUFACTURER 2x6 LEDGER TO FRAME w/(2) 1/4" x 3" WOOD SCREW @ 16" 0 O.C. BEVEL TOP TO MATCH ROOF PITCH SHEATHING TO TOP NAILER : 8d NAILS 4" 2 O.C. AND 4" O.C. TO RAFTER/SUB-FASCIA IPER PLAN 2A FIELD FRAMED RAFTER @ 16' O.C. MAX SPACING - TOE NAIL ONE SIDE OF RAFTER TO LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE SIDE, INSTALL A35 w/BOTTOMS BENT AND ATTACHED TO BOTTOM OF LEDGER & RAFTER PER PLAN R S 0 2 Sj Li SI A w w 10d x 1 1/2" NAILS. CONNECT TOP AND BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS Irnr 'rr� To 29,x44 LEDGER TO FASCIA CUT FRAME: PER SPECS w/ (2) w/ 1/4" x 3" WOOD SCREW 0 16" O.C. S �US �PE N�D E �DR �AF7 �ER � 'D A �n I I-TW J Scale: _�/2"=V-0" File Name: STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — RUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN 1#4- f: L #1 AND SCHEDULE SHEATHING PER PLAN R08B VALL B.RACING A. BEARIN... PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24" O.C. 1x4 FURRING AT SHEATHING PER ARCH MAX. 16" O.C. w/ INSTALLED PER MANUF. (3)10d AT EA TRUSS ETERIOR CEILING FURRING SCALE: N.T.S. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 9/3/20 DATE 602 4. . '41- 'Z* TE 0 4 ...... '01VA1. C) C*-4 C) C�4 F= C) cn C? r__q 00 :v N Lf� 011% C-4 I. —I u ­14 Cn as 6 PIC$ 0 r.� reell tPulteGroupr­ "C CAI 7=4 C So 0 1 1 Lo Ln C-4 r­­_q C*n 00 ic -4--b Cn .2 cc$ (D 0 PRODUCT MANAGER - - - - RELEASE DATE: xx Ax /xxxx PROJECT TYPE Smg1eramily SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.1 E? CD c14 C14 LU o o o o o o o o o o o o o o o o -7 ---NOTE: SHEATHING PROVIDE BLOCKING EDGES. AT ALL o o o o o o 7—o _�__Q o o . o o Q —oa o o o o o o o 0 /� o o 'L 12 IN o I ,N,—\ o SPACING AT FIELD o o loo o 0 o o _�' EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16' SHEATHING 8d 3" D.C. 3" O.C. 12" O.C. ALL EDGES SINGLE NAIL EDGE'SPACING 1 /2' DOUBLE NAIL EDGE SPACIN( NAILING 2A BLOCKING STUD SPACING PER PLAN--/ STRUCTURAL SHEATHINGJ PER PLAN �!�>ZSHEATHING SPLICE -SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING r,�,�,,,TYPICAL SHEATHING DETAIL DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUE 2x P.T. PLATE SECURED TO SLAB w/ 3" POWDER AC% FASTENERS OR TAPCONS @ O.C. OR (2) ROWS 12d GUN NAILS @ 12" O.C. W11 �LOAD BEARING WAL 11at 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 _71 w/ 30 PLATE WASHERS STUDS AT 16" O.C. �THING PER PLAN REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION @ 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 FOOTING SIZE AND LOCATION W10 L_OAD BEARING WALC�i[��I'Fi AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. FASTENERS TO BE 1/8' DIA. MIN. AND EMBEDDED 3/4" MIN. 0"-16" MAX. GAP MINIMUM SHEAR CAPACITY TO BE 150#. 2x ANGLE AS REQUIRED wl (2) 10d TOE NAILS AT EACH END. STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN 2A FILL w/ 2' MAX. GAP WINDOWS AND DOORS AND AT ENTRIES WITHOUT BETWEEN BLOCKS. BLOCK BARREL FRAMING. SHEATH OUTSIDE ONLY MEN AS REQUIRED AT WINDOW BARREL FRAMING IS USED. FASTENER LOCATIONS. 1x P.T. SHIM NOES: 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 WNDOW FASTENER DOES NOT HAVE 2x BACKING -NE FASTENER MUST EXTEND THROUGH lx SHIM INTO BASE 'MATERIAL ALTERNATE ARCH TOP PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. EXTERIOR CONC.WALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BI OCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16' MIN 8d 3" O.C. 3" D.C. 12" O.C. ALL SHEATHING EDGES )GABLE END SHEATHING DETAIL W02 .. . ....... ..A A 2x6 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 1/43" MASONRY SCREWS @ 12" O.C. STAGGER ROWS 6" U FRAME TO BUCK TO MASONRY 'A EXTERIOR CONC.WALL A A' 1/4' DRIVE-IN ANCHOR -Ad A 'A GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS . �,d 1/2" x 2 1/4' HILTI SLEEVE ANCHOR OR EQUAL. MIN. 1 1/2" EMBED INTO MASONRY. (1) PER BRACKET 7� 77;1 FRAME TO MASONRY W 16 P �IC A UG WR _*G E�D O�O RXA T �TA MH M 4EN UD MT A &L INT FINISH WOOD BUCK ATTACHMENT: 1x WOOD 1x_ CUSTOM PT BUCK TO MASONRY. MATCH FRAME WIDTH, ATTACH wrT" 1X FIT BUCK NAILS @4" 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 NAIIIIIIIIIINMR11 2x- OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS <2 1/4" = 1/4"00" TAPCONS @4" FROM ENDS AND 12" O.C. REMAINDER. w/1 1/4" EMBEDMENT IYP W14 l�CAL�Wl�NDO�W�ATT�AC�HME�NT�DE�TAI�L INT FINISH WOOD BUCK ATTACHMENT' I x WOOD 2x- OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS <2 1/4" 2x PT BUCK 1/4"04, TAPCONS @4" FROM ENDS AND 12" O.C. REMAINDER. w/1 1/4" EMBEDMENT ALTERNATE: 'ACH DOOR PER RIDA PRODUCT IROVAL CK MOULD SH PER ELEAVATION W15 IY(KICK _KO�OR _ATTWQ_fflMF_VT _KE_TAk STRAP INSIDE FACE OF WALL PER W10 WHEN TRUSS STRAPS INSTALLED ON INSIDE (NON -SHEATHED) FACE OF WALL MTS16 MOM EA. 'RUSS TO HDR. EDGE NAIL SHEATHING SIMPSON H2.5A 0 TOP & BOTTOM OF PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'D, OPENING FRAMING (JACK STUDS ONLY) PLATE TO BE SPLICED OVER A STUD. STRAPPING AT INTERIOR PROVIDE 48" LAP SPLICE w/ (3) 10d FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES DBL 2X TOP PLATE. BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 16* O.C. PLATE TO BE SPLICED OVER A STUD. I PROVIDE 48" LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO CONT. w/ 10d COMMONS AT 16" O.C.. MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 wl (18) 10d FASTEN WALL SHEATHING NAILS U.N.0 - CENTER ON BOTTOM (1) SIMPSON LSTA18 AT 3" D.C. ALL AROUND HEADER CENTER ON HEADER. OPENING CONNECT WALLS PER W10 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" D.C. z SHEATHING PER PLAN @ EXTERIOR WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) EDGE NAIL SHEATHING (1) SP4 TO KING & JACK STUD U.N.O. - PER PLAN EDGE NAIL SHEATHING PER PLAN j- I I I R LL -1 L < NOTE: FOR EXTERIOR BEARING WALLS ONLY TYPICAL FRAMED BEARING WALL REBAR, CONT. IN ID BEAM D BEAM PER PLAN REBAR VERTICAL PED 25" MIN. U.N.O. REBAR VERTICAL IN ID FILLED CELLS, PLAN). REBAR VERTICAL PIED 25" MIN. U.N.O. 5" CLEAN OUT AT ALL ED CELLS. FOUNDATION PLAN DETAILS FOR FOOTING qFORCING. IV LMI kill lVr%L) W 19 �IY P FIC AWL F �IL L �ED _ME L LD �ET A kkL STUD COLUMNS PER PLAN YC SDS SCREW 0 16' O-C- STAGGERED EACH SIDE OF POST (RESULTING IN 8' D.C. OVERALL SPACING) 111) COLUMNS PER PLAN 4-PLY: ri x 5* SDS SCREWS 5-PLY. )41 x 6' SOS SCREWS 6-PLY- r4 x B* SOS SCREWS 7-PLY.- r4 x 8' SDS SCREWS CS16 OR EQUIV. (TOP, MIDDLE AND BOTTOM) )d NAILS 0 8* D.C. I PLY� (2) 10d NAILS 0 8' D.C. (EACH PLY) PRIMARY METHOD ALTERNATE METHOD �STUD 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 FIR HEIGHT MAY VARY ABOVE AS NECESSARY TRUSS BOTTOM CHORD PER MANUF. 0 24" D.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" D.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT L LL -1 1 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"TYPEC 14" TYPE B** 14"TYPEC** 16" TYPE B 16"TYPEC 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 T 6" 2' 2" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 4'0" 2' 8" 1783 2561 2751 3280 3820 4890 5961 7034 8107 2561 4605 5206 6113 7547 8974 10000 1 or= 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' 0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5' 10" 4' G� 860 1105 1173 1600 1631 2090 1 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 66" 5' 2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 T6" 6'2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 814" 7' 0" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1943 2564 3486 2964 3387 9'4" & 0" 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 9� 2" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 1U 01. 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12'0" 10.81. 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 1Z 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 1 1838 2316 2883 14'0" 12'8" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 IN 8" 13'4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 1 15'4" INO" 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* 1 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'W 18'8" N/A N/A N/A N/A N/A N/A N/A N/A N/A 1 340* N/A 1 598* 1 845* 1 1114* 1345* 1 1468* ESTRESSED WkS" W/2" RECESS U-LINTELS Ln' 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 C:) C�4 CD C4 C? > 0- C) C-3 0 0 C:) (=> 00 N U a% 7:1 0 P-4 PT-4 0 bb 0 'WulteGroup- r 11 ro U & C 14, CD P L< >in SO r Lf U-) L0 r--j cn b� C'r) 00 N1.0 ic 4_4 U-) I.� cn i._i nz ic PRODUCT MANAGER - - - - RELEASE xx xx/xxxx IDAIE/1)MRON FROM DRAWING 2X12 BOX HDR. W/2x8'S TOP & BOT. FASTEN w/10d X 3" NAILS @ 6" O.C. C.O.A.# ARCHITECTURE: 2x8 TO 2xl 2 PT 2xl 2 AT WALL TO BE AA26002$02 FASTENED TO PRECAST w/ (2) ROWS C.OA.# ENGINEERING: PROJECT TYPE STAGGERED OF 1/4" x 4" TAPCONS @ 29349 D THOMAS A. WESER, PE Single Famfly 16" O.C. MAX. P.E. # 73242 FLORIDA S.G.D PER PLAN, 0 BENJAMIN NIESE, PE SPECIFICATION LEVEL INSTALLPER 131486025 FLORIDA Pulte MAN. SPECS. 9/3/20 DATEN, 00 114 POCKET S.G.D. DETAIL PLAN NAME 41 _IE Whitesto]ne 4%i 3 SCALE: NTS [NPC CHILD NUMBER 2117.501 SHEET OF R S4.2 1/// A X\ .i 77-111­1­1 A". A11,91 0: STRUCTURAL SHEATHING. - REFER TO STRUCTURAL SHEEE. FOR NAILING & OTHER REQ. PER W31 TYP. 2-STORY WALL 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. OILTOP OF FLOOR (REFER TO ELEV.) TO ELEV.) BOND BEAM PER PLAN EXTERIOR SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS SEE STRUCT. DETAILS FOR VARIATIONS - O/_O» N. FL. FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. (2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' O.C. STAGGERED 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS 0 6' O.C. STAGGERED STRINGERS TOE NAILED TO 2X LEDGER W/ (4) 10d NAILS 2x THRUST BLOC( W/ (3) 1/4'X2 3/4' TAPCONS TO SLAB (2)2X8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' O.C. STAGGERED 2X LEDGER ATTACHED TO (2)2X8 HEADER W/ 10d NAILS 0 6' O.C. STAGGERED STRINGERS TOE NAILED TO 2X LEDGER W/ (4) 10d NAILS. 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' TAPCONS TO SLAB T\/1'11/\ .1 AT 1 11'9 11rT � 11 A C_G. JOIST 016' O.C. CLG. JOIST 0 16' O.C. ELEV. PER PLANS STAIR LAND6 G ELEV. & SIZ PER ARCH. PLANS 2x6 LEDGER SUPPORTED BY ONE OF THE FOLLOWING STRUCTURAL SUPPORTS: a. KNEE WALL BELOW (JOIST HANGERS NOT REQUIRED) b. (3) 16d NAILS INTO EACH STUD (16' O.C. MAX) c. (2) Y' x 2 Y4* CONCRETE SCREW 0 12' O.C. TO MASONRY (2) 2x8 HEADER. SUPPORT WITH KNEE -WALL OR (8) 16d NAILS INTO STUD 0 WALL 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS 0 6' O.C. STAGGERED SECURE 2x6 FLOOR JOISTS 0 16' O.C. TO HEADER w/LUS26 JOIST HANGERS w/(4) 10d TO JOIST & (6) 10d TO LEDGER GRASPABLE HANDRAIL; 1 1/4' MIN TO 1-1/2' MAX DIAMETER GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD SHALL NOT BE GREATER THAN 3/8". GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST RISER SHALL NOT BE GREATER THAN 3/8'. HANDRAIL BRACKETS TO BE CONNECTED TO FRAMING PER MANUF. RECOMMENDATIONS SECTION 1 1/2' MIN RETURN HANDRAIL INTO 1X BACKER BD. PLAN IF USING PREMANUFACTURED STAIRS, FOLLOW THE DETAILS PROVIDED BY THE MANUFACTURER. 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/(2) 16d NAILS 016"O.C. 23/32" FLOOR SHEATHING NAILED w/8d NAILS 6" O.C. 0 EDGES & 12' O.C. HELD NAILING (MIN) 2x BLOCKING 4'-0" O.C. FOR TWO BAYS. NAIL FLOOR SHEATHING TO BLOCKING w/ 8d NAILS 0 4' O.C. TRUSS PER PLAN SHEATHING PER PLAN META16 ANCHOR 0 24" STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT DIAG. REQ. 0 BLOCKING. NAIL w/ (2) 10d NAILS 0 E.E. HELD FRAME 20 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS 016" O.C. w/ (2) 16d NAILS 0 EA END NAILING PER DETAILS 8' KNOCKOUT BLOCK w/#5 CONTINOUS BAR GROUT SOLID 8' CMU WALL OR POURED CONC. WALL, SEE PLAN FOR VERT REINF. I f)f)D TDI ICC / I1-110T Tel AA A CAK113V IAI A I I H10A 0 EA. TRUSS w/ 1061-1/2' NAILS TRUSS BOTTOM CHORD SP2 w/ (12) 10d NAILS STUD. INSTALL ON OPP IF CONFLICTING w/ H10A 2x STUDS@ 16" Q.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 -1 SHEATHING PER PLAN ' SP2 w/ (12) 10d NAILS TO EA, STUD. FL1C FLOOR TR 3LE TOP PLATE CONT. 2x PLATE w/2-16d NAILS 0 24"O.C. LSTA12 0 EA TRUSS VERTICAL - BEND 0 BOTTOM PLATE HELD FRAME 2x4 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS 016' O.C. w/ (2) 16d NAILS 0 EA END LSTA12 0 EA TRUSS VERTICAL - BEND 0 BOTTOM OF TOP PLATE FRAMED BEARING WALL SEE PLAN AND W10 DETAIL 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/2-16d NAILS 0 EA. JOIST 23/32' FLOOR SHEATHING NAILED w/8d NAILS O.C. 0 EDGES & 12" O.C. FIELD NAILING (MIN) TRUSS PER PLAN SHEATHING PER PLAN META16 ANCHOR 0 EA TRUSS OR 0 24' O.C. TO STRUCTURAL RIM IF JOISTS ARE USED /JOIST TO FRAMED WALL WITHOUT SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT NAILING PER DETAILS (4) 16d NAILS RIBBON TO EA. TRUSS 8d NAILS 3' O.C. WALL SHEATHING TO EACH TRUSS (4) 16d NAILS RIBBON TO EA. TRUSS NAILING PER DETAILS 8' KNOCKOUT BLOCK w/15 CONTINOUS BAR GROUT SOLID 8" CMU WALL, SEE PLAN FOR VERT REINF. LOOR TRUSS/JOIST w/LET-IN ON MASONRY WALL STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED 0 EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING JAIL SHEATHING TO BOTTOM 'LATE AND BEAM OR BIRDER WITH HORIZONTAL BAILING PER DETAILS DEANA UR rLUVR IRU33 GIRDER FL82-STORY CONNECTION @BEAM 2x STUDS 016' FLOOR SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED 0 EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING NAIL SHEATHING TO BOTTOM PLATE AND BEAM OR TRUSS JOIST PER PLAN / GIRDER WITH HORIZONTAL SHEATHING PER PLAN NAILING PER DETAILS TRUSS/JOIST CONNECTION BEAM OR FLOOR TRUSS TO BEAM PER MANUF. GIRDER 2-STORY CONNECTION @ BEAM FL9 G.Q.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 C! THOMAS A, WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 913/20 DATE 1I�1iIIltZf�} �j,Wl v►cE f�Z�1IIIl1���� CD N 0 N S2 Of 0- 0 U 0 0 O O M i v 00 cn O V J\ 00 d'1 n-1 v o-N 45 N 9 v U� M M v:4 0 bIJ tiL4 cn cz c� _4_� 4 N I� putt °it- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE f1• 1 T • SPECIFICATION LEVEL Pulte 1PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.3 V4, e �i �� '",�.'""` r ., _ IPA _ . ,.. _., i i'r"7�11�R�RP91i�'�I�III! r�N.PPe�"��lP �I°.�9 l� �?' 3.'nS9;,t ,._.. _ (`" .;. I J, 1 IP"°K�"�'",—�- _ _ _ 7P , _ _ _ _""i"iR1t`4' �:°rF'iF. '7,71 `— , -- f