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Home My WebLink About6170 Bradford Woods DrGENERAL NOTES WIDTH DEPTH 40)-0)) 64'-8" THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: LOT SPECIFIC AREA TABLE -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL Description TOTAL -2017 NATIONAL ELECTRIC CODE :CONDITIONED SPACE -BUILDING TYPE: VB CMU-1ST FLOOR BASE PLAN 1651 SF CMU-2ND FLOOR BASE PLAN 1243 SF 2894 SF .NON -CONDITIONED SPACE CMU-COVERED LANAI 260 SF W-FRONT PORCH (ELEV FIVIII OR C01 OR MD1) 33 SF M-GARAGE 2 CAR 416 SF T-M 709 SF 3603 SF It Idgullb. W111 1 rpu CGrou LOT SPECIFIC OPTION SELECTIONS SHEET LIST TABLE Sheet Number Sheet Title onfiguration Choices �ihitestone G0.01 .1 ; Cover Sheet of Setback Choices o Setback GO.02, General Notes first Floor Plate Height Choices P-4" Plate Height Al .11 1st Floor Plan levation Choices Florida Mediterranean (FM715 4B A1.21_._� 2nd Floor Plan itchen Layout Choices Standard Kitchen Layout 1 A2. 01 Front Elevation & Details A2.02 Side & Rear Elevations & Roof Plan sundry Room Layout 1 No E1.1 1, 1st Floor Electrical Plan sundry Layout Choices ink) E1.12 1 st Floor Electrical Options xterior First Floor Wall Choices CMU Exterior Wall E1.21 2nd Floor Electrical PlanE1.222nd Floor Electrical Options xterior Second Floor all x4 Exterior Wall P1.1 1 1 st Floor Plumbing Plan hoices P1.21: 2nd Floor Plumbing Plan Additional Hose Bib Location or SO.1 Cover Sheet Flex Room Ceiling Choices at Ceiling S1.0 Foundation Details Flex Room Choices ex Room S1.1 Foundation Plan x Room Door Choices pening S2.1 Wall Base Plan rage Bay Choices —Car Front Load S2.2 2nd Floor Wall Plan rage HanUrin—g— arag_eR'1g`Rt Framing Plan arage Water Heater Choices lectric Water Heater S3.2 Framing Plan High Roof arage to House Entry Choices Stepped Entry Roof Details Bath Layout Choices Layout 5 Walk—in Shower S4.2 Wall Details Recessed) S4.2.1 Wall Details Owner's Suite Ceiling Choices lot Ceiling _S4.3 Floor details overed Lanai Covered Lanai a x ea r le [2 a a o a a Owner's ath 2 Shower Choices Tub/Shower Combination ath 3 Shower Choices Tub/Shower Combination athering Room Ceiling Choices lot Ceiling Gathering Room Door Choices liding Glass Door Loft Ceiling Choices lot Ceili 9 in Speed Choices Wind Speed 140 ALL O!"RK 8PA'.1 cOMPlY WTH, PRE\,IAILING COD LIZ)F'11�;:' C(�C ES F il, , , __ )E, N AT 10 N A L E L 4 C T",R � C. CO:; I ,^) E, MU jT�`E rITY OF zi5,pHyrAp,.1L1L5 ORDNARGX,-� REVIE\A' E C;I-ry pLAN C-) O co C-0 0 W _0 EC) CV C:) LU 0 7 --- T77- _FF -------- 7 - - --------- FF- 0 o CD 00 rn en Cz bb r Cz ce) 4_4 N � O 00 Lc"I Cc.) CXD O un > C, U PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX REVDMEA)EMIM ti PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 0 L2117.501 SHEET G0.01 '' Cr 3 ai 0 0 Z a N O 0 c.� a 0 N O N .n Q W K 0 J d GENERAL NOTES GENERAL NOTES VENTILATION / ATTIC ACCESS — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — DO NOT SCALE DRAWINGS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES VENTS ONLY PER R806.2 — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — MIN. NET FREE VENTILATION SHALL BE 1 /300 OF THE AREA OF VENTED SPACE WHEN USING A UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 DRYWALL — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS o 407.-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC — �/" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS TERMITE PROTECTION LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING ACCESSIBILITY — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR [Pult SHALL BE ISSUED TO THE BUILDING DEPARTMENT — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHINGTM — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER e rr-,"x, �1," TREATMENT THAN 30 SF o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS — INSPECTION FOR TERMITES o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF REQUIREMENT. o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS THE ROOF FRAMING MEMBERS o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES o MIN. ATTIC ACCESS SIZE IS TO BE 22"00" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC POCKET DOOR SPACE SITE ADDRESS FIRE—RESISTANT CONSTRUCTION — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY EXTERIOR THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR — WATER RESISTANCE A 20—MIN. FIRE —RATED DOOR GUARDS AND WINDOW FALL PROTECTION o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS GRADE WITHIN 24" HORIZONTALLY OR A.F.F. ( ) OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — 1h" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE — GUARDS SHALL BE MIN. 36" CEILING WITHOUT HABITABLE ROOMS ABOVE ■ THIS IS NOT REQUIRED OVER CMU — 5/8 TYPE X GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE — FLASHING OF THE STAIRS o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER — �h" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE R703.4 — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED — EXTERIOR PLASTER — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 OR ASTM SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS STAIRS C1787 AND R703.7 — MIN. CLEAR WIDTH 36" — LATH WINDOWS/DOORS o HANDRAILS SHALL NOT PROJECT MORE THAN 4 %" ON EITHER SIDE OF THE STAIRWAY o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — MIN. HEADROOM 6'-8" OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 �" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 —MAX. RISE 7-3/4" C1787, OR AS OTHERWISE APPROVED. o () DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS — MIN. TREAD DEPTH 10" o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND — HANDRAILS MIN. 20" D 0 WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), 0 34"-38" ABOVE SLOPE PLANE corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 i� o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE THAN FOUR RISERS with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 PATH WITHOUT GOING THROUGH A GARAGE 0 1 �/"-2" GRIP SIZE OR GRASPABLE FINGER RECESS inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the o MIN. CLEAR.WIDTH 32" WHEN OPEN AT 90 DEGREES exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. o MIN. HEIGHT 78" ELECTRICAL — SIDING o FINISHED FLOOR SHALL BE MAX. 1 1/2" BELOW TOP OF THRESHOLD — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS o IN EACH SLEEPING ROOM — MASONRY — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 o OUTSIDE EACH SLEEPING ROOM o BRICK IS TO BE INSTALLED PER R703.8 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o ON EACH ADDITIONAL STORY o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 o FIXED AND OPERABLE PANELS IN DOORS o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED SHOWER ROOFING POSITION — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER — UNDERLAYMENT R905.1.1 underlayment for asphalt, metal, mineral surfaced, slate and slate —type roof GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS coverings. POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS 0 Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate o WINDOWS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED and slate —type shingles, and metal roof panels shall comply with one of the following methods: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE ■ A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR over the entire roof. • WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM • BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED D1970 or a minimum 3-3/4 — inch wide strip of self —adhering g flexible flashing tope •THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; OUTDOORS IN BATHROOMS IN KITCHENS GARAGES LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI complying with AAMA 711, applied over all joints in the roof decking. A felt underlayment AND CIRCUIT BREAKERS OR RECEPTACLES complying with ASTM D226 Type II, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN underlayment meeting the performance requirements specified, is required to be applied over KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS the FBCR for fastener type and spacing). o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND ■ Two layers of felt underlayment comply ASTM D226 Type II or ASTM 4869 Type III or IV, or ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT two layers of a synthetic underlayment meeting the performance requirements specified, SURFACE — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE lapped and fastened as specified. ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING — FLASHING R903.2 WET AREAS FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT shall be installed in a manner that prevents moisture from entering the wall and roof through TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS joints in copings, through moisture permeable materials and at intersections with parapet walls and LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. other penetrations through the roof plane. SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 WOOD — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 INSULATION O LO 1 c� o � o 00 Q � � o Na-, Cn Ur—+ as ns N � *PulteGroup- cc O � 00 w O c, N � Q H � oC13 Z W PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET GO.02 O o OM M v o0 M vJ 0 00 Ln v� U `Y' � w 0 rml cn� cz cf N � 11tPu Ito G ro, u pv- PRODUCT MANAGER RELEASE DATE: XX XX XXXX REV OAIE ES IT PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.11 STAIR CALLS. FLOOR TO FLOOR HT. 10'-8 3/4" RISERS 17 ® 17-9/16" TREAD 17 @ 10" NOSING 1" HANDRAIL GRASPABLE 112" MIN 1 1/2" MIN. HANDRAIL; 1 RETURN 1/4" MIN TO HANDRAIL 1-1/2" MAX ooPLAN INTO IX DIAMETER �BACKER BD. 'I STAIR DIAGRAM 10" TREAD W s�cF� 1" NOSING S 0 O O � 1 v� r� �o O .O 00 Q� �o GIN v� U `e' r--q c1r) a3 Pic;o o � w as c� 4-4 N � tPulteGrours- 0 00 O cv 00 w a� F-O N o 0 �c %4-, �o n w � Q � � N 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 A1.21 i ht PER ELEVATION N 1 /2 NM r7 an 8 z J z J d � W W 0— 8" 1/ " N M COLUMN DETAIL ESCALE: 1/2" = 1'-O" IRIM MHICRIHL. FRAME FRIEZE BANDING DTL SCALE: 1/2' = 1'-0" F .F. ul 0 N 4" TRIM DETAIL SCALE: 1/2" = 1'-O' FRIEZE BANDING DTL SCALE: 1/2° = 1'-0° 4" 5/4"x4" SMOOTH TRIM MATERIAL T.Q. ND NS 5/4"x4" SMOOTH OIL 17-4' TRIM MATERIAL11-1w FFF SILL DTL. T.O. 8° LAP /4"x4" SMOOTH SCALE: 1/2° = 1'-0° PER SPEC 00 5 TRIM MATERIAL LLJ LLDI LLL-1 o � I i- 00 5 4" X 8" TRIM 10'-8 3 4" TYP. FRAME HEADER/ SILL DTL. _ I OL 2ND FL . loo SCALE: 1/2° = 1'-O" OL 9 -4 TRUSS BEARING �, o' G 00 T.O. WDW cq❑ ❑ ❑ ■ ❑ ❑ ■ 00 3 3 :.. N FE-1 ID-1 ... ....... .... . .. . . ....................... .... ...... .......... OL 0' 0" GARAGE DOOR �EEEFEEl FINISH FLOOR 4 TRIM DETAIL SCALE: 1/2' = 1'-O" FRONT ELEVATION SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-0" ON 11 x17 PAPER) x O O M 1 e-q 00 M vJ � O O 00 n� W � U `Y' M c� �o 6 n i� � M� t-/ N � *PulteGrz up- 0 00 o U-) 00 w � 1n 4cCL ^w � Q Qj � N Z � D O ns w PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2, 01 IN ROOF PLAN SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-0" ON 11 x17 PAPER) SIDELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-0" ON 11 x17 PAPER) -ATTIC VENTILATION ZONE 1- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ, FT. SQ. IN. SQ. FT. SQ. IN. 1255 180720 4.183 602.400 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS OF SQ. FT. SQ. IN. LIN. FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC VENT. SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY -ATTIC VENTILATION ZONE 2- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. 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 -ATTIC VENTILATION ZONE 3- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 34 4896 0.113 16.320 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 0 0 0 0.113 16.320 3 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY I is i:i �I OPT. a BANDING `-OPT. GRIDS PER (+1/2•) TYP COMMUNITY SPEC REAR ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) �o I 00 cn d Ca cn O o �I 00 I I o 00 00 r rn ra Q) 0 N 0 w AL lffPulteGroup- 00 w O 00 ic Q N cu •� W 4 Q W o � � W o � -ic as � � Q u PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.02 MICRO/HOOD ABV: 3 a U N W 0 O w s U CV O cL Q w G 0 J d �-- - - - - - - - - - - - - - - - - - - - - - - - - - - - T_ COVERED LANAI_ ` CFP W/LIGHT - FIXTURE I tm W/ LIGHT c FIXTURE \ I 1 g � I GATHERING ROOM CAFE / v CAPPED CFP W/ 5'-9' PLATE LIGHT <� > FIXTURE 3:D r r-5• GFCI Q� 9 i R KITCHEN R GFa 5 - ■ 5-79 LAUNDRY C7C-C P -- R �_........ L. ___________.______ 3 0 R NOTE. ALWAYS J R LOCATE DRYER TO RIGHT OF WASHER ENTRY i ----- --, i--------, I £ I 1 PR < HALL 2 t==_ ` j t==40 j O- ____ - - OPT. FLEX '� USB I <v yl CFP W/ CAPPED I PLATE SO - OWNER'S SUITE ; . CAPPED / ,> PLATE I � I� W/ USB'A I WNER'; BATH I, -p GFq 2 CAR\PARAGE 48' FLU ESCENT OCATE IF OPTION IS SELECTED 'CV v FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) wic 220 VfO wH GFCI ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) `FW`p STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER 0NP/GFCj STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET s4 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 -P - LIGHT FIXTURE / VAPOR PROOF L� 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 SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT © -O PB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH T TELEPHONE OUTLET CHIMES ICY GARBAGE DISPOSAL (GFCI PROTECTED) DOOR BELL CHIMES PS' GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV MEDIA S 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 1/2" PVC 2-2/O 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 COMBINATION SERVICE 120-240 VOLT MjT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS OIL — I 1 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE � o Mo t'J � rM� W 41 c� 0 ul) O 000 i-r o Ut� 0 co cz 0) '1 O � w 0 mmq cf) N � f,, *PulteG?,, po O o0 o 1 � cm 00 w U � N � ' U o w O O O w � n PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1,11 I _. i. �� IIl7I a: i�i �n I i.. i�i�111 rm Itl i FI • .li iY0Y1: tl iE ii ■I�YI tli ::. li i, it i 6 ,. —T-F 1 T ffi OPT FLOOD COVERED LANAI OPT. PT. It"PU. <'; ; > -OPT. I 4'-0" --4 0 `4'-4 1/2" 41 _0 „ ----- ----- 4141 I I I 11 GFCI /1nnnAl Al T i o. m r/, I I TO SWITCHED GFCI'S ABOVE IN SOFFIT------------- -- FIRST FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'—O" (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) - _- - OPT. COACH LIGHT 2 —011 TYP. SPACING AL STUD, TYP. 2 —0I1 TYP. SPACING END NAILS, TYP. �20 WOOD BLOCKING INSIDE METAL -WOOD BLOCKING STACKED BETWI TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS PLATE, TYP. METAL STUD, TYP. WOOD BLOCKING INSIDE TOP OF METAL TRACK, FROM STACKED 2x6 WOOD STACKED BOTTOM PLATE TO TOP BLOCKING BETWEEN BLOCKED PLATE METAL STUDS, TYP. END NAILS, TYP. CLZ 110V DUPLEX OUTLET CHASE OUTLET LOCATION LOCATION CV Ll Lo L._ -H Q �, 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TIV�,TWALL M®U T BRACING 11 ELECTRICAL SYMBOLS II 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OWP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 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 i-�- LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT -P LIGHT FIXTURE / VAPOR PROOF 7� 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 cS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT O -0 PB THERMOSTAT BUTTON TELEVISION OUTLET PUSH SWITCH TELEPHONE OUTLET /O/ CHIMES GARBAGE DISPOSAL °� DOOR BELL CHIMES (GFCI PROTECTED) �' GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV min s 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 rlN 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER I---2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/O COPPER 1-3/0 ALUMINUM 1— ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT G T 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL ur❑ I 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 'I_� II III III �IIII�I 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE 0 O O 0 can 1 rq QO c� p 0 ) �00 O v� U ra `Y' M •O � w s-� N � tPulteGrioup- cxD O � Z OO w v � � N � Q W v cn � O w � 0 O O `�.., o H PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.12 F SECOND FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) — — —1 H ELECTRICAL SYMBOLS II STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) OC, STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OW/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 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 Z"s LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) Q EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE r LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE 0 SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) © SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT O THERMOSTAT -OPB PUSH BUTTON q TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ GARBAGEDIT D� SAL CHIMES DOOR BELL CHIMES (GFCIGARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV @ S 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 n CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT '' 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 14 ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT MT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL ur❑ 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS Nallo omm I� II III III �IIII�� 1#4 SERVICE GROUND _ CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O O O M f v o0 c� O � cOU v cn Ur--a c� cz •O � w 6o Q-, N O 00 O � 00 w � U � N H U � Q � czs � 0 0 � Q � N � � PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Ti Smele Familv SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.21 OPT. BEDROOM 2 3'-11/2" 3'-11/2" ^ ^ OPT. < . > OPT. --------------- 7-1 [Ty; OPT. Iml a_ BEDROOM 3 OPT.01— , N R OPT. IN SOFFIT -moo 0 O u BATH 2 L WIC 5-6 1/2" 5-6 1/2" OPT. N L � .OPT. ^ ^ � N � 0 OPT. OPT. TVr � A'1dO BEDROOM 4 i i *_ORT. ?`r'� - 0 'OPT. 3'-8 1 /2" -- --S-8 1 /2 L WIC WP/GFCI"" L--- OPT. TV r-i 1 7 SWITCH BELOW ----------------------- WP GFCI \\—IN SOFFIT ------------------------------------------------------------------------------------ SECOND FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) 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 #I IGFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 02-20V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET s4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT 'I" PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR E= EP ELECTRIC PANEL (AFCI PROTECTED) $� SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT O THERMOSTAT -0PB PUSH BUTTON TELEVISION OUTLET SWITCH T TELEPHONE OUTLET GARBAGE DISPOSAL CHIMES DOOR BELL CHIMES (GFCI PROTECTED) Ply GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV MmIA S 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 #4 COPPER 2" PVC CONDUIT u 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 14 ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP M COMBINA110N SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL urro I 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS Malliffim I — I I 1I#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE ` O cn M O 0 J O 00 v a` U d� c� c� � o cg CON, c *PulteGroup- PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte w PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.22 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY — — — — — — — — — — — — — _ — _ _ — _ — — _ — _ — — — I I ' I I I I I I I I I I 2'-3" I I HB _ N cV M N I I 00 1(71 GV 9'-1 1 /2" O I I F I O4 N { I = I I 9'-7 1 /2" F t I .\/ \ I ,, y , I i 3 i I I I II II IL_ I `\� I I� I o II I i I I I VANITY LAV 1 PER SPEC - t I I 1 I I I I li F f a I d7 REFRIGERATOR c ,W-IELINE F- N WATER 6'-71/2" CLOSET ^-- NOT: ALWAYS O P R SPEC_ _ LOCATE DRYER TO RIGHT OF WASHER r------ -ir-------- W TER CLOSET VANITY LAV 3'_7 1/2", PER SPEC PER SPEC 9'-5" I II 5'-1 1 /2" o WH II II II II o II II II m _ I IO I FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) C5 CV O N _ O U Q O C C,914 r--+ v� 45 o 0 O O (\ u J 1� a� O W -N a� N U O � w oA C�3 N � tp u It . � � gip,- 00 O cv t 'r L\ cn � w Z v � O Qj po v Q �D � Q ic p w16-4 PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET pill THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY SECOND FLOOR PLUMBING PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8n = 1'—O" ON 11x17 PAPER) o OM co c� r--a 4 00 0 ul) \ O 00 ^� 01 o a1 U `Y' � w oA u� c" cf) 4� N 0 litPulteGroup- 00 O N O N pU Q o o p° Q N � � 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 P1.21 A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE Ah EDITION. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, P S, 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, M 1H DS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACKCHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE. 6. ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-POSITIVENLO6: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS _ 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF BC LIVE LOAD W/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-16 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE "C" C. 1. 2. 3. 4. 5. 6. D 1. 2. 3. 7. 8. 9. 10. 11. E. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. �I 0 0 V) 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. FOUNDATION: FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. ALL ALL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8'. CONFORM TO ASTM D 1557. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. CONCRETE: CONCRETE SHALL CONFORM TO THE "BUILDING REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK ALL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER l 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 Y2" 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 WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TM S 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 (f'm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8' x 8' x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR V. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE 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 14 20" 3" 10" #5 25" 3-3/4" 10" #6 34' 4-1/2' 11" #7 42" 5-1/4! 13" F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3, REBAR LAP SPLICES ARE TO BE: CLASS "B". MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. 4. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. 5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8' -3/8' 6=8 in +/- 1/2' -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2' G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NDS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER • 16" O.C. FOR WALLS 9'-5" OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 20 SPF OR SP NUMBER 2 OR BETTER ® 16" O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS • 24" O.C. MAX. 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 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. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH r TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8' O.C. FOR EACH, U.NO. 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. 10. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12' O.C. UNLESS NOTED OTHERWISED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL. TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16' (INCHES) O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. PROVIDE BRACING AND BLOCKING PER BCSI-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. 8. ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL BE DETERMINED BY THE DELEGATED TRUSS ENGINEER I. ANCHORAGE: 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2" DIA., EMBEDDED 7". USE 10" LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3'x3"xO.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 #15731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON TTEN HD'PER FL PRODUCT APPROVAL #15730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF 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 TTEN SCREWS'PER FL PRODUCT APPOVAL #2355-R4. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF [CC -ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON "5ET'PER FL PRODUCT APPROVAL #15730.5. 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL. 8. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2" DIA. SIMPSON 'STRONG -BOLT 2"W/ MIN. 2 3/4" EMBEDMENT DEPTH AND LEDGE DISTANCE. b) 1/2' DIA. SIMPSON TTEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9. PRE -APPROVED SUBTITUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2" DIA. SIMPSON "DTEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2" DIA. F1554 GR. 36 ATR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS MISSING A REPLACEMENT FOR A S G OR MISPLACED CAST -IN -PLACE ANCHORS. N 10. PLACE ANCHOR BOLTS AT 4" MIN AND 12" MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4' FROM CONCRETE EDGE, AND SPACED AT 24' O.C. MAX. 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 13. BOLT HOLES SHALL BE 1/16" MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A %" 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 SOUD WITH GROUT AS SPECIFIED. 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS. 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-%° FROM ANY EDGE FOR r BOLTS AND 3 r FOR %' AND 3/' BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5" MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24" TO 16'). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM r x 6", OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE 'SET' EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6" MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL IN THESE DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3" NAILS). WHEN GAP IS GREATER THAN 1 1/2', INSTALL NEW ANCHORS. 4. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY Y8" OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN Y8" AND 1 Y2*, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1)2 , CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE 'WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS (1-3/8"FOR A 2X4 STUD OR 2-3/16"FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS (2-1/8"FOR A 2X4 STUD OR 3-5/16"FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4'X1-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"f-SDS3 WITH (12)-1/4N3"SDS SCREWS, WHERE -1-CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOP/BOTTOM PLATES a. FOR PLUMBING/MECHANICAL UTILITIES A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1 2"WIDE AND MUST BE FASTENED WITH ()-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/2-TO THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1-FROM THE EDGE OF THE PLATE. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS TABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2'BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTILIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3' WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS INCLUDING BUT NOT LIMITED TO LANAIS PORCHES AND BALCONIES 5 8"MINIMUM EXTERIOR N T / GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7' ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS THE KAYCAN VINYL SOFFIT IS INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1 3. 12" WIDE SOFFIT PANELS ATTACHED TO BUILDINGS AND EAVES WITH 12F-1 & 12F-2 SYSTEM REQUIREMENTS AS NOTED IN EVALUATION REPORT FL12194-R9 ARE CAPABLE OF WITHSTANDING MAXIMUM COMPONENT & CLADDING DESIGN PRESSURES OF +/-40PSF. FOR DESIGN PRESSURES EXCEEDED +/-40PSF, SOFFITS SHALL BE ATTACHED PER 12F-3 OR 12F-4 SYSTEM REQUIREMENTS IN EVALUATION REPORT FL12194-R9 AND ARE CAPABLE OF RESISTING MAXIMUM COMPONENTS & CLADDING DESIGN PRESSURES OF +48PSF &-64.2PSF. ABBREVIATIONS: A. PLYWD = PLYWOOD B. OSB = ORIENTED STRAND BOARD C. NAILING: C.A. 8d = COMMON NAIL C.B. 10d = COMMON NAIL C.C. 12d = COMMON NAIL C.D. 16d = 0.135" x 3 1/2" GUN NAIL C.E. EN = EDGE NAILING C.F. FN = FIELD NAILING C.G. SN = SIDE NAILING C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION J. MAX = MAXIMUM K. MIN = MINIMUM L. O.C. = ON CENTER M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 0. TYP = TYPICAL P. U.N.O. = UNLESS NOTED OTHERWISE Q. I.L.O. = IN LIEU OF R. w/ = WITH S. WD = WOOD T. EE = EACH END U. HDR = HEADER V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. ATR = ALL THREADED ROD Z. S.C. = SAW CUTS AA. C.J. = CONTRACTION JOINT AB. DEN = DOUBLE EDGE NAILING AC. COL = COLUMN AD. REIN = REINFORCEMENT AE. PLT = PLATE AF. CANT. = CANTILEVER AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER .. e19 , , . t,:_ ..... gy _..: _ ,,... �....... ._ . : r.,..., �.... DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS . , Positive i REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS Width Height Effective Pressure 'Pressure Description n Zone � AreaS � 70OHGQ 16 7 112 24.2 -26-9 70 OHGD 8 7 56 25.2 -28.5 6080 SGD 4 6 8 48.0 25.6 -27.9 255H 4 3 5.25 15.8 27..7 - 0.1 255H 2 4 5 6 5.25 31.5 253 -28.9' 255H 3 4 9 5.25 473 25..7 -2& 4010 FIXED 5 4 1 4.0 2&5 -2 .6 DOOR 4 3 a 24.E 25...9 -29. 30SOSH 4 3 5 15,0 27.. -30. 16080 5GD 4 16 8 12&0 24�O -26.4 26SH 2 4 5 6 5 3&0 2 .3 -2& 2030 FIXED 4 2 3 6.0 28.5 -30.7 C.O.A.# ARCHITECTURE: 5H & 3050 SH 4 5 7 5 35 25.3 -303 AA26002802 1 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/20/21 DATE i �. �pM s, No. 86 h �t ^' STATE OF N N S c� 0 U 0 O O M rq O 00000 �-1 O U� cn CC) � bA r c13 P. N 0 SlPulteGroupr, PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NE UMBER SHEET SO.1 (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 4-0"L SLOPE tlA' FINISH GRADE —� MONOLITHIC FOUND. 00 I o z I - PAVERS PER SPEC. P..: W/ (2) #4 DIA. RODS CONCRETE FOOTING ls' CONE. ON CHAIRS 9" STARZR w/REBAR AS NOTED ON FOUNDATION PLAN COURSE(IF REQUIRED) PER PLAN 1-4' ®2 STO Y ALT. CMU SEAT @ 4/2"=01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB Fm MASONRY COL, ON SPREAD FTG. (Pau( -J SCALE: 1/2"=1'-0 PER ARCH It Z 1i _� a W � .�. W M Cm O'-O" ¢ SLOPE => t <I _ PAVERS OR SLAB PER SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN fl Fom MASONRY COL. ON SPREAD FTG. SCALE: 1 /2"=1'-0 3/4' RECESS IN SLAB 10 1/2' FINISH FLOOR Cn An Y 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR CD¢ z M C-D g o z SCALE: 1/2'4-0 PER ARCH 01 Z� J W �. w a¢ O'-O" ' SLOPE py CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PER PLAN PLAN (IF REQUIRED) 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 P.T. PLATE SECURED TO SLAB w/ 2x AT 24"O.C. MAX. 3' POWDER ACTUATED FASTENERS OR TAPCONS 016° O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS ®12' 0 C STEP PER PLAN SLOPE — .y• '• N O \ 2x P.T. PLATE SECURED TO SLAB w/ — 3' POWDER ACTUATED FASTENERS OR TAPCONS 0 16' O.C. OR (2) ROWS 12d GUN NAILS 0 12' O.C. START SLOPE HERE— CI NX 1' -0" 6 1/2" (1) #4 ROD CONT. ON CHAIRS LINO STEP CONDITION os THICKENED SLAB @ GARAGE (NON -BEARING) SCALE: 1 /2"=1'-0 ,, •. ;, CORNER BAR WITH 25' VERTICAL DOWEL :' # ` : ':� MIN. LAP SPLICE EACH AS REQ'D IN PLAN ' ` SIDE. SAME SIZE AS CLEAN COMP CONT. FOOTING STEEL C -0'- ALTERNATE TO CORNER ' NUMBER OF CORNER SPLICE: PROVIDE CONE." STEEL REINF. BARS BENT - ' "'` ` ` ` '' ` ` '" ' r `'.:'e BARS EQUALS NUMBER OF CONT. BARS AT CORNERS TO COMPLY �, : •~ '"' y. WITH THE INTENT OF THE ` ` BUILDING CODE. NUMBER OF REBAR " PER PLAN 25 MIN. PVC SLEEVE LAP SPLICE 1'-4' ® 2 STORY F12 REINF. PLACEMENT AT FTG. CORNERS m BEARING PENETRATION DETAIL RECESS WITH SLAB REINF. PER PLAN w/LAP PER COVERSHEET Z 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR C) o Z w � � oz 8" C.M.U. WALL FINISH PER ELEVATION SLOPE .. MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. FLUSH CONDITION SCALE: 1 /2'=1'-0 FINISH (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. SLOPE SLAB THICKENED SLAB EDGE SCALE: 1/2"=1'-0 SCALE: 1 /2"4-0 2x AT 24"O.C. MAX. 1/2" G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS PAVERS TYP. (1) #4 BAR CONE. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM 8" OR 12" SQUARE Iti OR ROUND C.M.U. COL. PER PLAN I w SLOPE 6• I P' CONCRETE FOOTING I. w/REBAR AS NOTED ..�:-..� ON FOUNDATION PLAN ' (IF REQUIRED) PER PLAN MASONRY COL. ON SPREAD FTG. (Concre SCALE 1/2'4-0 MASONRY COLUMN PER PLAN PAVERS OR SLAB PER —J SPEC. CONCRETE FOOTING •:' w/REBAR AS NOTED ON FOUNDATION PLAN PER PLAN (IF REQUIRED MAS NRY COLUMN ON SPREAD FTG. REINF. PER PLAN CMU COL. PER w/LAP PER PLAN COVERSHEET #5 BAR w/ 25" MIN LAP o�^ z uj mc-D� Z M PAVERS OR SLAB PER SLOPE 'SPEC. CONCRETE FOOTING w/REBAR ASNOTEDON FOUNDATION PLAN(IF REQUIRED) PER PLAN o3c MASONRY WALL CORNER ON SPREAD F1 SCALE 1/2"=1'-0 (1) #5 REBAR AT EACH FILLED CELL CMU STRUCK BOTH WAYS CMU COL. PER PLAN —#5 REBAR #5 REBAR Cn w/25° MIN LAP I w/25" MIN LAP OIL-O'-O" SLOPE c0 0 Q Z LLJ tD ¢ Z w w � m CONCRETE FOOTING ;; m CD w/REBAR AS NOTED o Z ON FOUNDATION PLAN o Z (IF REQUIRED) PER PLAN reds) MASONRY WALL CORNER ON SPREAD FTG. (Concrete) SCALE: 1 /2"=1'-0 POURED CURB FINISH GRADE a- o —MONOLITHIC FOUND. w/(2) #4 DIA. RODS I 1'_n" I CONE. ON CHAIRS 1'-4' @ 2 STORY2 S=TOR�Y EXT. MASONRY WALL @ GARAGE �/ - - - -- - SCALE: 1 /2"=1'-0 Z /2" ® IMPACTDOOR a GROUT BED VERS PER SPEC DOOR PER SPEC PAVERS PER 3" ICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS L:::SLOP DOOR PER SPEC �aVARIES) DOOR THRESHOLD PER PLAN 0E— 0'-0" F.F. SLOPE 0-0" PER PI AN "�' ALT. BRICK ;d - ¢ THRESHOLD ♦ .. .P.. .... .y � z �`; � `. PER PLAN 1�1=1�1=1�1-100 o III JII—ICI- _ —_ —I 111=III III (_3 I I I_I I I - MONOLITHIC FOUND. -0" MONOLITHIC FOUND. MONOLITHIC FOUND.----"' W/ (2) #4 DIA. RODS 1'-4r" 2-STORY w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS s < - 1'-0" CONT. ON CHAIRS CONT. ON CHAIRS CONE. ON CHAIRS 1'-4" 0 2-STORY ,� ` A I I 1'-4' 2 STO Y ALT. FLUSH BRICK Fo7 EXTERIOR DOOR SILL @SGD Pavers EXTERIOR DOOR SILL ENTRY Pavers THRESHOLD EXTERIOR DOOR SILL (@ ENTRY (Concrete) SCALE: 1/2'=1'-0 SCALE: 1/2"=1'-0 2X AT 16" O.C. W/ 2X AT 16' O.C. W/Vk 1/2' GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR 1/2" GWB EA. SIDE " 2 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT STEP PER PLAN SLOPE SLOPE _i. CD (2) 14 ROD CONT. (2) #4 ROD CONT. ON CHAIRS 6" 1'-0" l0 1/2" ON CHAIRS 10 1/2" 1'_0" IU -1 L STEP CONDI ON FLUSH CONDI11ON F� THICKENED SLAB GARAGE (BEARING) SCALE: 1 /2"=1'-0 PENETRATING PVC SLEEVE 8" C.M.U. FINISH PER ELEV. KNISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS (1) #4 REINFORCME 4n SEE FOUNDATION PLAN 4" BAR CONT. CONC. PER SCHEDULE NT J L1 a SLOPE TO DRAIN .r. r SHOWER RECESS SCALE: 1/2'=1'-0 SCALE: 1/2"=1'-0 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT (2) #4 DIA. RODS CONT, ON CHAIRS CV :. -0" 10" 1 THICKEND SLAB @ INTERIOR WALL SCALE 1/2"=1'-O 2X AT 16" O.C. W/ 1/2' CWB EA. SIDE C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/20121 DATE��4t11111 4 > _ Nrr" •� E OF .. ,,. fllilll oQ Mo ? e-4 00 M d1 C 4-J M N U m co to is-� bA N � *PulteGroup- ED, m s s� N V V m o_ � M O 00 O N 1 ti r� can 0 H o �w +, Q ^u Z cn O � O H as H 4C Q O PRODUCT MANAGER RELEASE DATE: XX XX XXXX WVJ IDATAM1,11011 PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S1.0 r SHOWER RECESS SCALE: 1/2'=1'-0 SCALE: 1/2"=1'-0 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT (2) #4 DIA. RODS CONT, ON CHAIRS CV :. -0" 10" 1 THICKEND SLAB @ INTERIOR WALL SCALE 1/2"=1'-O 2X AT 16" O.C. W/ 1/2' CWB EA. SIDE C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/20121 DATE��4t11111 4 > _ Nrr" •� E OF .. ,,. fllilll oQ Mo ? e-4 00 M d1 C 4-J M N U m co to is-� bA N � *PulteGroup- ED, m s s� N V V m o_ � M O 00 O N 1 ti r� can 0 H o �w +, Q ^u Z cn O � O H as H 4C Q O PRODUCT MANAGER RELEASE DATE: XX XX XXXX WVJ IDATAM1,11011 PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S1.0 *PulteGroup- ED, m s s� N V V m o_ � M O 00 O N 1 ti r� can 0 H o �w +, Q ^u Z cn O � O H as H 4C Q O PRODUCT MANAGER RELEASE DATE: XX XX XXXX WVJ IDATAM1,11011 PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S1.0 N O N Q W 0 a FOUNDATION PLAN SCALE: 1 /4"=l'-O" 26'-0" F03C '-0"L. 11'-8" 03 24"x24"x12" CONC FTG w/ #4 REBAR @ 6" O.C. EA WAY 40'-0" 11'-8" - 24"x24"x12" CONC FTG w/ - #4 REBAR @ 6" O.C. EA WAY , F03C 81.0 14'-0" F11 o F03G F11 --- S1.0 S1.0 N 51.0 o w/OPT. SCREEN w/OPT. SCREEN o o ENCLOSURE ENCLOSURE a '-0" 8" 6'-8" 8" 3'-6" 8" 10,_211 8„ n L. 3'-0" L.8" L. 7'-0" 8" 3'-0" F12 S1.0 VERIFY M.0 I VERIFY M.O. VERIFY M.O. • ■• •• 10111111 laislal•• IN • KFOI 0 • S1.0 I • FO7 S. C. S1.0 o I I I I � - - Ln M 0'-0" - o I c S.C. 3'-3" 911 • I 17'-9" 6'-6 1/2' 6'-101/2" ■ M 1 STORY 24"x24"xt2" CONC F10 51.0 1 STORY : o d • 2 STORY FTG w/ #4 REBAR @ 6" O.C. EA WAY � 2 STORY >- oo I w L -J F ' 18'-2 1/ ' �' 14'-8 3/4" 7'-1" �•CXD co 00Fr I d -r—, N ; _I — — — _ l(D- Z • d .(/) a I Q I.iJ cm ~ I S1.0) S.C. `V • r F26 • i s1.0 I co o REFER TO ARCHITECTURE FOR F08 • I `;' ACTUAL WALL LOCATION S1.0 • S.C. n co -- START SLOPE — — � C-4 HERE • V IES • S1.0 ` S.C. o c I I co PROVIDE (2) #4x3'-O F09 VIES • LONG CORNER CRACK S1,0 • BARS LCORNERS 0 SLAB (TYPICAL) CV OI O ■ FO7 I �� o `r F01 o F04 d- S1.0 S1.0 I I I � F� o � S1.0 • , • • • • • IsS.C. o • • VERIFY M.O. VERIFY w 04 � �8- M.O. N 2'-9" 8" 7' -0" 2'-7" 1'-4" 4-0" -0 1.0 ( • 0 I 00 F06 o 24"x24"x12" CONC FTG w/ -�. #4 REBAR @ 6" O.C. EA WAY CL- o S1.0 FO3G 13'-4" S1.0 20'-0" r r VERIFY M.O. 6,_$n ,_0, $" 16,_8n �j 20,_0n 40'-0" , LEGEND SYMBOLS 0 8x8 FILLED CELL W/ #5 REBAR F • 2 8x8 FILLED CELL, W/ (2)#5 REBAR 0 INSIDE FACE E ❑On 8x8 FILLED CELL W/ NO REBAR REQUIRED C_ ♦ 45' CMU - FILL CELLS W/ #5 REBAR 12xl2 FILLED CELL W/ (4)-#5 REBAR ELEV. V ELEVATION INDICATOR - ELEVATION NOTED IS Y RELATIVE TO FINISH FLOOR DATUM = 0'-0' XX DETAIL INDICATOR I FLOOR SLAB NOTES: 3 1/2" 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6' AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN "L" SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36" (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12" (305mm) APART, WITH THE FIRST BAR PLACED 2" (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. I PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS G.O.A.# ARCHITECTURE: AA26002802 C.U.A.# ENGINEERING: 29349 Cl THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 8 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/20/21 DATE,; % t l l l l l[ 0.8 OF lilt O o� ci e--q 00 O � o 00 Q ull) �-I O `Y' U O r as N � [ ouia PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SIM WALL BASE PLAN SCALE: 1 /4"=1'-O" 0 a LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8" KNOCK OUT BLOCK WITH #5 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4" NOMINAL BEARING PER END 0 LINTELS OR AS REQUIRED BY MANUF. (NOTE: MOST MANUFACTURERS REQ. 8" BEARING 0 SPANS > 12'-4") 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12'-4" SHALL BE PRESTRESSED. 4. BOND BEAM ELEV = 9'-4" U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4" FOR ALL LINTELS 28" OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED r QUANTITY OF REBAR AT I BOTTOM OF LINTEL CAVITY 7NOM16-1 B/1 T LQUANTITY OF #5 REBAR AT TOP INAL HEIGHT INAL WIDTH 15 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J 0o z _ CMU o GROUT 15 REBAR AT BOTTOM OF LINTEL CAVITY 7-5/8- BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH LEGEND DETAIL INDICATOR XX ® LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO S-4" DOUBLE 2x6 ------- 3'-5" - 6'-0" DOUBLE 2x8 ------- 6'-1" - 8'-6" DOUBLE 2x10 2 JACK STUDS EACH END. 8'-7" - 12'-6" DOUBLE 2x12 (2) JACK STUDS. EACH END. #5 REBAR IN VERTICAL GROUT FILLED CELL ROUGH OPENING BELOW PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAIL w N.T.S. MITER LINTELS BY FIELD CUTTING #5 CORNER DOWELS INSIDE AND ❑UTSIDE OF VERTICAL #5 BAR AS SHOWN l l 7: COLUMN BELOW C.O.A.# ARCHITECTURE: AA26002802 C.Q.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/20/21 DATE `1 Na. .tti �tOR10i jIjlil11111 \ CV O N CD O U 0 � o oC? co e--4 OQ � O V� O � O 04 n� U e-� `Y' M O btu -ILA C" N 0 *PulteGroup- PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S21 SECOND FLOOR FRAMING PLAN SCALE: 1 /4"=1'-O" y J 1 C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/20/21 DATE \\lttitillll/ r air. © O M 0 1 r� OQ 41 �J O � O 00 n� CT %I O CN U `Y' T--q nz � o � w co N as IgPulteGrou- 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 S2.2 FLOOR & LOW ROOF FRAMING PLAN SCALE: 1 /4"=1'-O' GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 ° APA RATED SHEATHING. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 273; 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 SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND LTR DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. C.O.A.# ARCHITECTURE: AA26002802 C.Q.A.# ENGINEERING: 29349 (] THOMAS A. WEBER, PE P.E. # 73242 FLORIDA . BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/20/21 DATE., It !/ � /l .` >f sd * No AV ,rE OF fill At.lil\%,�� C5 CV O N cD 0 U a Q O C) v °O •� O VJ O � O 00 n� %-1 CT O v CN cn tz O '—' w bb r"1 vs N � Pu lte - 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 S3.1 R02 S4.1 iM W W 0 a R02 S4.1 I (3) 2x4 BUILT UP (2)HTS16 TO (3)2x4 BU UP COLUMN, (2)HT;%40 MSTCM40 w/ (14)16d SINK ACROSS COLUMN, w/ (14)16d SINKERS w (10)1 /4"x2 1 /4" TITEN 2 SCRE w/ 10)1 /4"x2 1 /4" TITEN 2 SCREWS r� (2) MTS16 PER TRUSS (2) MTS16 PER TRUSS N, (2)HTS16 TO (3)2x4 BUILT UPZ CA LOW W/ FLOOR TO CMU �TN*2 (10)1/4"x2 1/4' SCREWS MT 12 FROM 0 TOP PATE TRUSS (2)MTS12 TO (3)2x UILT UP COLUM ACROSS FLOOR TO MU WALL BELOW w , MSTCM40 w/ (14)16d SINKERS (10)1/4"x2 1/4" TITEN 2 SCREWS 1 R02 S4.1 I R02 S4.1 SECOND FLOOR ROOF FRAMING PLAN SCALE: 1 /4"=1 '-O" R02 S4.1 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 2%2 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 SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND LTR DETAIL INDICATOR $fiT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURERS PROFESSIONAL ENGINEER. C.A.A.# ARCHITECTURE: AA26002802 C.Q.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/20/21 DATE \0 A I I I I I I 7 STAT P ,1 AL iIiII N O N 0- 0 U u © t� � M co can e--a CU 00 � O vJ O O 00 n� F� � Cr ;-1 O v � C'4 U`Y' t --1 d� vq 7:11 0 bA C) N as liPu Ito G rc F uup A,: PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S3.2 I I i [I 1111111111.1111filk 4A,1 �Tn. -o ]d . 14b Q . , l llfl STRUCTURAL SHEATHING, SEE PLAN AND DETAILS cnD Arr" uurkrr PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. -OR- 2x BLOCKING AT SHEATHING EDGES w/ 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS wl (3) 1Od NAILS, 24' O.C. CONTINUOUS STRUCTURAL CENTER MAX SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING SHEATHING DETAIL NAIL PER TYPICAL SHEATHING DETAIL TYPICAL TRUSS ANCHOR PER PLAN DETAIL AT TRUSSEEL>9114' TYPICAL TRUSS ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS ANDIOR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM PER PLAN DETAILAT TYPICAL TRUSS w/ HEEL < 91/9 ROOF TRUSS ON MASONRY � ► V � scale: 1 /2„_1'-0" R STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4' USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0' USE ONE 2x4 O "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. NOTE: REFER TO ARCHITECTURAL DRAWINGS ANDTRUTRUSS STRUCTURAL SHEATHING SEE PLAN MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE AND DETAILS FOR ATTACHMENT INFORMATION. (Le. HEEL HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED WOOD ---a TRUSSES AT 24' O.C. MAX. -OR- 2x BLOCKING AT SHEATHING EDGES WI 2x RIBBON BOARD ATTACHED TO (3) Bd NAILS INTO TRUSS TRUSS w/ (3)1Od NAILSS, 24- O.C. CONTINUOUS STRUCTURAL SHEATHING CENTER MAX. SPACING NAIL PER TYPICAL SHEATHING DETAIL CO UOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL FRAMING PER PLAN FRAMING PER PLAN STRUCTURAL SHEATHING, DETAIL AT TRUSS HEEL>9114' SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24'O.C. MAX. TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL DETAIL AT TYPICAL TRUSS w/ HEEL < 91/4' TRUSS ATTACHMENT: ALL TRUSS ENDS ARE TO BE SECURED TO THE WALL BELOW USING ONE OF THE BELOW METHODS. ONE FULL OPTION MUST BE USED FOR CONTINUOUS LOAD PATH: a INSTALL TYPICAL TRUSS ANCHOR THROUGH EXTERIOR SHEATHING. EXT. SHEATHING N CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON INSIDE OF THE WALL W/ H25A @ EVERY OTHER STUD TO TOP PLATE EXT. SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. c. INSTALL ANCHOR AS CALLED FOR ON THE PLANS. TWIST STRAPS ARE TO BE INSTALLED ON THE INSIDE OF THE WALL ANY STRAPS FROM THE STUDS TO THE UNDERLYING STRUCTURE WILL BE CALLED FOR ON THE PLANS. d. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP PLATE. EXT SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. ROOF TRUSS ON FRAMING R02 wale: WM-010 1 /2"=1'-0" -2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" D.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK FROM GABLE TRUSS. -WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6" O.C. NOTCH T' BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" STRUCTURAL SHEATHING ('vEMI I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. SEE PLAN FOR ATTACHMENT y 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 @TOP STRUCTURAL NAILS @ 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. / BRACE SPLICE SHOWN FIELD NAILING PER PLAN \ 2x4 BLOCKING AT 48" O.C. - 3 TRUSS BAYS FRAMING 2x6 NAILED @BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 ".GABLE END TRUSS BRACING DETAIL SABLE END 2 4 LADDER FRAMING AT 24" 0 C REUD 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. 2x6 w/ (2) 12d NAILS CMU WALL STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d @ EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING \ (4) 1/4" 0 c 2-1/4" MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 COND110NS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. 0 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 W R13 Lu Lu (TYPICAL CMU WALL CONNECTION) o Q- 9C =10% HOUSE WIDTH T T RIDGE X 1O GABLE END BOSTON HIP 4 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d @ EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS — OR — PER PLAN 2x4 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS SHEATHING PER PLAN. GABLE TRUSS PER PLAN EDIMENT BLOCKING @ GABLE -VALLEY SET TRUSSES AT 24" O.C. -ROOF SHEATHING PER PLAN -MIN. 9" LONG 20 GA. FLAT STRAP w/ (8) 10d -SHEATHING PER PLAN. -OR- 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. RWW-020 Dip VALLEY SET OVER FRAME T =10% HOUSE WIDTH X 1T T2 3 RIDGE 10 GABLE END x X 3 GABLE X T =10% HOUSE WIDTH X 3 T T / T I HIP X3 ROOF SHEATHING NAILS ROOF FASTENING ZONES 8d RING SHAN 0.113'x218' 1 2 3 SHINGLE: 7/16' SPAN RATED SHEATHING OFFSET DIMENSION T =10% HOUSE WIDTH x" x TILE: 15/37 SPAN RATED SHEATHING PANEL EDGES @ SUPPORTS (1) 61O.C. 6'O.C. 4'O.C. METAL: 15/32'SPAN RATED SHEATHING PANEL FIELD (1) 61O.C. 6'O.C. 6'O.C. NOTES: 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 T OFFSET FROM ROOF EDGE. 317WIDE HOUSE = TZONE, 40'WIDE HOUSE = 47ONE, 5LYWDE HOUSE = 6ZONE, WWIDE HOUSE = 67ONE 04 ♦ ROOF SHEATHING ATTACHMENT DIAGRAM Scale: VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN ;EE PLAN MENT 0 RED 24" O.C. 2x4 BLOCKING AT 2'- O.C. w/ (2) 12d TOE EACH END TO TRUSS ` SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" MAX. GAP FROM TOP OF VALLEY SET TRUSSES 8 CMU WALL SEE PLAN WALL TO BOTT. OF BLOCKING AT 24" O.C. FOR VERT. REINF. ROOF SHEATHING PER PLAN (p, WALL BRACING AT NON -BEARING EXTERIOR WALL 1 I IV I TNT, HEATHING PER SHEATHING PER 'LAN. PLAN. -OR- ------------- -------- 2z4 PURLIN @ EA VALLEYTRUSS. (1) SDWC15600 TRUSS SCREW NAIL TO COMMON TO EVERY TRUSS BELOW TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL @ 8" O.C. STRUCTURAL SHEATHING PER PLAN 20 OUTLOOKER FRAMING AT 24" O.C. OVER DROPPED GABLE END TRUSS. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS. — CONT. 24 w/ (2) 12d NAILS SIMPSON H10A w/(16)8d NAILS MIN. — STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLAN FASCIA SEE ARCH. DRAWINGS 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW), 2x SHTG. 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 BLOCKING "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE, ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 8" CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL L BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN R09B DUTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE BOSTON HIP nI Al I 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 8'-0" BACK FROM GABLE TRUSS. ROOF TRUSS PER MANUFACTURER 20 DIAGONAL BRACING w/ (5) 12d COMMON 2x6 LEDGER TO FRAME w/(2) NAILS EA. E4ND @ 32" MAX. SPACING 1 /47 x 3" WOOD SCREW @ 16' O.C. BEVEL TOP TO MATCH ROOF PITCH SHEATHING TO TOP NAILER: 8d NAILS 4" O.C. AND 4" O.C. TO RAFTER/SUB-FASCIA �1PER PLAN 2x4 FIELD FRAMED RAFTER @ 16" 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 @ 12'0.C.(NOTCHED ,; SIDE, INSTALL A35 w/BOTTOMS BENT AND @ 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) EA�RTIA�LG�ABLE�ENUTR�USSR09C PARTIAL GABLE w/ (2) w/ 1/4" x 3" WOOD SCREW @ 16" O.C. SUSPENDED RAFTER 1 1—r V I Scale: 1 /2"=1'-0" C.O.A.# ARCHITECTURE: AA26002802 O r__q 00 0 O i^^G-i 00 NF--� � a\ � a1 U `Y' di c� O w 0 bA .2 C1.4 V3 NC) tPulteGrour <� N m O'V 41 o So 00 1 � Cn OQ w ' CF_-I al O �2:i w O Q w O O �O 0 P4 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX C.O.A.# ENGINEERING: PROJECT TYPE �� 29349 Single Famfl O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 8 BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 4/20/21 DATE `l w t fill /, r ��,�� • F f� PNAME Whitestone woNPC CHILD NUMBER 2117.501 •� TAT' : SHEET 7A S4.1 SfaMAt- IIIIiL1TE� ° ° ° ° ° ° ° ° ° o ° ° ° ° ° ° ° ° OTE: SHEATHING PROVIDE BLOCKING EDGES. AT ALL ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°° ° °°° ° ° °°° °°° ° ° ° ° ° ° ° NAIL 12' IN ° ° SPACING AT FIELD ° ° ° ° EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16 SHEATHING S 3" O.C. 3 O.C. 12 O.C. ALL EDGES 3/8" SINGLE NAIL EDGE 'SPACING q 1/2 S J: ° ° 1/2' DOUBLE NAIL EDGE SPACIN( 1z4 BLOCKING STUD SPACING PER PLA STRUCTURAL SHEATHING NAILING pQT PLANSHEATHING SPLICE -SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL TOP PLATE CONNECTOR: (2) SDWC15600 SCREWS @ EA STUD 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 1� 12 PER ELEV. STUDS AT 16" O.C. LATHING PER PLAN TOM PLATE CONNECTOR: SDWC15450 SCREWS @ EA STUD REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL w/UPLIFT STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DWGS ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS I1 REFER TO PLAN FASCIA PER COMMUNITY SPEC. FASCIA PER COMMUNRY SPEC. BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINF. REQ. EXTERIOR INTERIOR SEE STRUCT. DETAILS FOR VARIATIONS OIL ri T-T FIN. FL FINISHED GRADE 0 MONOLITHIC FND., SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH, & REINF. REQ. TYPICAL 1 STORY WALL SECTION N TS w 0 a 12 PER ELEV. DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2x P.T. PLATE SECURED TO SLAB w/ 3" POWDER ACTUi FASTENERS OR TAPCONS 0 O.C. OR (2) ROWS 12d GUN NAILS @ 12" O.C. EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" MIN 8d 3" O.C. 3" O.C. 12" O.C. ALL SHEATHING EDGES W02),GABLE END SHEATHING DETAILILU AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. FASTENERS TO BE 1/8' DIA. MIN. AND EMBEDDED 3/4' MIN. MINIMUM SHEAR CAPACITY TO BE 150j. 2x ANGLE AS REQUIRED w/ (2) 10d STUDS AT 16" O.C. TOE NAILS AT EACH END. STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN %THING PER PLAN WINDOWS AND DOORS AND AT ENTRIES WITHOUT BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN BARREL FRAMING IS USED. REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION ►,,,, LOAD BEARING WALL w/o UPLIFT Y Y I I 1"Lu STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DWG ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS h REFER TO PLAN FASCIA PER COMMUNIIY SPEC. SOFFIT & OVERHANG PER SPEC. BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING w/ PRECAST SILL PER PLAN SEE STRUCT. FOR ALL REINF. REQ. EXTERIOR INTERIOR SEE STRUCT. DETAILS FOR VARIATIONS OL 0'-T FIN. FL LI FINISHED GRADE a. MONOLITHIC FND, SEE STRUCTURAL DETAILS FOR WE M, DEPTH & REINF. REQ. TVPIr--01 1 cTnRv XA/01 I C1=(:TInK1 N TS STRAP INSIDE FACE OF WALL PER MTS16 FROM EA. TRUSS W10 WHEN TRUSS STRAPS TO HDR. INSTALLED ON INSIDE < (NON -SHEATHED) FACE OF WALL EDGE NAIL SHEATHING SIMPSON H2.5A ®TOP &BOTTOM OF PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. OPENING FRAMING (JACK STUDS ONLY) STRAPPING AT INTERIOR PROVIDE 48" LAP SPLICE w/ (3) 10d FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES DBL 2X TOP PLATE. BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 16" O.C. - PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES HEADER PER PLAN, (2) PLY 6 10d NAILS KING STUD TO ( CONT. w/ lOd COMMONS AT 16" O.C. MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY)) AND CONNECTORS (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM (1) SIMPSON LSTA18 AT 3" O.C. ALL AROUND HEADER CENTER ON HEADER. OPENING CONNECT WALLS PER W10 DETAIL @— 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 @ EXTERIOR — WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) EDGE NAIL SHEATHING I I I I (1) SP4 TO KING & JACK STUD U.N.O.- PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN — II II _H _JL ` NOTE: FOR EXTERIOR BEARING WALLS ONLY ►n►nClYPICAL FRAMED BEARING .WALL YY V%J IKu 0"-16' MAX. GAP 2x4 FILL w/ 2" MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. 1x P.T. SHIM NOTES: ALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE 'TYPICAL WINDOW AND DOOR ATTACHMENT DETAIL' FOR INSTALLATION DETAIL. WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. ARCH FRAMING DETAIL W13 STUD COLUMNS PER PLAN X SDS SCREW 016' O.C. — STAGGERED EACH SIDE OF POST (RESULTING IN 8' O.C. UD COLUMNS PER PLAN OVERALL SPACING) 4—PLY: r x 5' SDS SCREWS 5—PLY: Y' x 6' SDS SCREWS 6—PLY: Y, x 8' SDS SCREWS 7—PLY: Al x T SDS SCREWS CS16 OR EQUIV. (TOP, MIDDLE AND BOTTOM) ld NAILS ® 8. D.C. I PLY) (2) 10d NAILS 0 8. O.C. (EACH PLY) PRIMARY METHOD STUD PACK DETAIL ALTERNATE METHOD FOR (4) PLY OR MORE STUD COLUMNS EBAR, CONT. IN I BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. EBAR VERTICAL IN FILLED CELLS, PLAN). EBAR VERTICAL ED 25" MIN. U.N.O, CLEAN OUT AT ALL D CELLS. FOUNDATION PLAN DETAILS FOR FOOTING -ORCING. 1U Unr ki irwnL) W19 TYPICAL FILLED CELL DETAIL TRUSS BOTTOM CHORD PER MANUF. ® 24" O.C. EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM OF HEADER PER PLAN HEADER PER PLAN, (2) PLY MIN, ADD JACK/KING STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL AS REQ. FOR SHUTTER ATTACHMENT EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3" O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT II II II II II II II II II II II II _L1=JL NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEARF8LINTEL OPENING PEA 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 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 10000 4'6" 3- 2" 1343 1969 2110 2992 2931 3756 4576 5400 6224 1969 4375 5206 6113 7019 8672 10000 10000 4'8" T 4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 514" 4'0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5'10" 4'6" 8� 1105 1173 1600 1631 2090 2549 3009 M70 1105 2622 4242 4360 3942 4889 5817 6662 6'6" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 7'6" 6- 2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 1 5501 8'4" 7'0" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9`4" 8'0" 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 11'4" 1010" 315 567 890 N/A 1366 1846 2423 1 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12'0" 10'8" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 12'6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2983 471 755 N/A 1075 1428 1838 2316 2883 13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14'0" 12'8" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14'8" 13`4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 1 2188* 2662* 15'4" 14'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 17'4" 16- 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19'4" 1& 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'$" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 340* N/A 598* 1 845* 1114* 1345* 1468* *PRESTRESSED ** 8" W/2" RECESS U-LINTELS Type A = Unfilled no Rebar• Type B = Continuous Grout Steel per Plan in Bond Beam Onl ; Type C = Continous Grout Steel per plan in Bond Beam & Lintel C.Q.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA N BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/20/21 DATEtltttlllll f 026 ATE o ty tlltlt O O M co 41 00 o 0 i^^y 00000 F-� Lr) ;-I O v a� CC3 O bA N � u lie � r If If 93 0 N `4 f) To 0. o_ O 010 O cv Ln r� co l� M OQ w v O N ( ) cn ry 43as F--a O w O PRODUCT MANAGER RELEASE DATE: XX XX XXXX WV1 IDAVOWTM PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte 1PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.2 INT. FINISH 1x WOOD 1x P.T. BUCK ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL SILICONE SEALANT FINISH PER ELEVATION WOOD BUCK ATTACHMENT: 1x CUSTOM P.T. BUCK TO MASONRY MATCH FRAME WIDTH, ATTACH wl T NAILS @ 4' FROM ENDS AND IT O.C. REMAINDER. ATTACH WINDOW THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL ALTERNATE: 2x OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS < 2114' =11410 x 4' TAPCONS @ 4' FROM ENDS AND 12'O.C. REMAINDER. w11114' EMBEDMENT TYPICAL WINDOW ATTACHMENT DETAIL N. T. S. WGM-140 WT. FINISH WOOD BUCK ATTACHMENT: 2x OR GREATER BUCK TO MASONRY ix WOOD BUILT-UP THICKNESS < 2114' =11410 x 4' 2x P.T. BUCK TAPCONS @ 4' FROM ENDS AND 12' O.C. REMAINDER wl 1114' EMBEDMENT ATTACH DOOR PER FLORIDA PRODUCT APPROVAL BRICK MOLD FINISH PER ELEVATION ALTERNATE. 1x CUSTOM PT BUCK TO MASONRY MATCH FRAME WIDTH, ATTACH wl T NAILS @ 4- FROM ENDS AND IT O.C. REMAINDER. ATTACH DOOR THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL TYPICAL DOOR ATTACHMENT DETAIL Scale: N.T.S. EXTERIOR CONCMALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. EXTERIOR CONC.WALL 1/4'DRIVE-IN ANCHOR GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. WGM-150 �- 2X6 WOOD BUCK ANCHORED TO CMU wl 112'x 6' 1_' BOLTS OR 518'x 6' SNPSON TTTEN HDS wl 2'WASHERS AT 24' O.C. & FRAME TO BUCK TO WITHIN 6' OF TOP AND BOTTOM, OR (2) ROWS OF 114x T MASONRY SCREWS @ MASONRY 12' O.C. STAGGER ROWS F FROM EACH END FRAMETO MASONRY 112' x 2114' HILTI SLEEVE ANCHOR OR EQUAL MIN. 1112' EMBED INTO MASONRY (1) PER BRACKET TYPICAL GARAGE DOOR ATTACHMENT 5caie:N N. T. S. 0 0 w 9 WGM-160 FASTEN EIS A LLOWAB LE LOADS CONNECTORT"f TYPE GRAVITY (Ibs) @ 1.0 UPLIFT(Ibs) @ 1.6 LATERAL (Ibs) cp 1.6 META16 8 0.1"XI- V -- 1.450 Fl: 340 F2: 770 HETA16 9 0.148"x1. 1/Z ' 1810 Fl; 340 F2. 770 ( i ETA16 1 i. I0 0.148"x 1 1/2" -- 1875 Fl : 690 F2: 770 (2) META1f 2- or 3- t 14 0.162`"x3-1/2'� -- 17 '95: F1..1285 F2: 10SO (2) HETA 16 17I � 10 0.: 9"xi-1 2„ -- 1920 F1: 0 F2: 770 (2) HETA 16a 2—or 3-ofv 12 0.1"3-21 __ 23G5 Fl. : 1350 F2 . 1430 HSTM16 8 0.148'xl-l/ ' -- 1110 F1:1.2.0 4 4"x1-3/4' Titan 2 F2:90 MT512 14 0. 4R"xi-1/2" 990 -- MTS16 14 0.148"x1-1 °' 990 -- HTS16 16 0.1.48"x1-l/Z' -- 1.310 -- 14TS20 24 0.148"xl-l/Z* -- 1310 -- LSTA12 10 0.149`x2-1/2' " 925 LSTAIS 14 0.148'x 1 Z' -- 1235 -- LSTA30 22. 0F148'x2-1/2" 1640 _. I'tsA+3STA30 22 0.148"x2-1/2" _ 2050 -- MSTC 52 62 0.148"X 3-1/4e _ 4735 - ISTC 4 10 1 4"x2.1 '° Titan 2 -- 2900 '- 14 0.148'x3-1/4' GT 22 014$''x 3" -- 3365 Fl, 775 1 &� ATR F2:525 VGTRor L 1 8" ATR -_ 2225 F1: 650 16 1/4"x3'�SDS F2- 630 VGTR/L 2 S/8" ATR 5545, F1: 650 32 1/rx3" S Q;S F2- 630 VGT 1 519" ATR - 4 0 Fl : 1185 16 1/4"x3"SDS F2- 590 )'VGT E 2 8" ATR _ 7185-2ply 88 3 I F . 1195 32 1 Vx3" SDS F2: 590 DTT.21? 1 $ 1/2" .ATR x3"SDS 1825-2x miry 214S-(2)2x4rnin HTf4 1 5/8" ATR - 3610 -- 18 0.148"x 3- Z' HTTS 1 5/ 9" .ATR -- 4670 -- 26 0.148" 3" HTT5KT 1 5/8" ATR - 544S -- 26 SD #lOx2-1 2' ALBLA4Z 1 S/8 ATR 7570 19W-- 12 0.162"x3-1/2" ALBU66Z " S/9 .ATR 18205 2475 -- 12 Oi 1 '" 3-1./2" H2,5A 10 0.131"x2-1/2" - 56S F1:110 F2-, 110 H 1 A 18 0.149"x171/ 2" -- 1340 Fl: 565 F2 : 295 H1- I8 0:148'x1-1/2'' -- 1080 F1;0 F2 : 260 HL1 48 14 1/4"x2-3/4" Then 2 3500 1135 -- LUS26 4 f1148'�O" 865 1165 SPH4 12 0.148"x1-1/Z - Side N 640 Ce ra[ear : 1290 DTC slips 4 3/16"x2-3/4" Titen 2 - F1: 85 2 0.131"x21/2" F2.135 A 35 12 0 13 "x 11/ Z' -- — Fl. 650 F2 : 670* SDWC15&M 1 SDWC156W -- 615 F1; M F2, 22.5 SDWC1S4S0 1 1 SDWC15450 -- 295 I F2.150 C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 El THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/20/21 DATE !fir N Q E OI`� O c 00 c'n O O 00 v� -f✓ N U .. 4 `Y' Mr 'T� o co N as *PulteGroup- PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET qA S4.2.1 STRUCTURAL SHEATHING. — REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. PER ELEV. FLOOR JOIST OR TRUSS SYSTEM & DIRECTION PER STRUCTURAL INTERIOR W32 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. oiL TOP OF FLOOR (REFER TO ELEV.) TOP OF CMU (REFER TO ELEV.) BOND BEAM PER PLAN EXTERIOR SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS SEE STRUCT. DETAILS FOR VARIATIONS LI 1 � FIN. FL. FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. (2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS ® 6' O.C. STAGGERED 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS ® 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 /ohva Wren ArrAr Vn Tn n nno INCT w/ Ina AIAII C A 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' TAPCONS TO SLAB TYPICAL STAIR DETAIL SECOND FLOOR ELEV. PER PLANS STAIR LAND G ELEV. & SIZ PER ARCH. PLANS CLG. JOIST ® 16' O.C. 2x6 LEDGER SUPPORTED BY ONE OF THE FOLLOWING STRUCTURAL SUPPORTS: a. KNEE WALL BELOW (JUST HANGERS NOT REQUIRED) b. (3) t6d NAILS INTO EACH STUD (16' O.C. MAX) c. (2) N x 2 Y' CONCRETE SCREW 012' O.C. TO MASONRY (2) 2xB HEADER. SUPPORT WITH KNEE -WALL OR (8) 16d NAILS INTO STUD 0 WALL — 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS ® 6' O.C. STAGGERED SECURE 2x6 FLOOR JOISTS 0 16' O.C. TO HEADER wAUS26 JOIST HANGERS w/(4) 10d TO JUST & (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 1/27 MIN RETURN HANDRAIL INTO 1X BACKER BO. F 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) i6d NAILS ®16"O.C.� 23/32' FLOOR SHEATHING NAILED w/8d NAILSLS 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 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. ®BLOCKING. NAIL w/ (2) 10d NAILS ® E.E. HELD FRAME 20 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS ® 16' 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. LOOK TRUSS/JOIST TO MASONRY WALL H10A 0 EA. TRUSS w/ 1061-1/2' NAILS TRUSS BOTTOM CHORD SP2 w/ (12) 10d NAILS STUD, INSTALL ON OPP, IF CONFLICTING w/ H10A 2x STUDS@ 16" O.C. SP1 w/ (10) 10d NAILS TO EA. STUD — 23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' O.C. @ EDGES & 12' O.C. HELD NAILING (MIN) TRUSS/JOIST PER PLAN SHEATHING PER PLAN ' SP2 w/ (12) 10d NAILS TO EA. STUD. iLE TOP PLATE NT. 2x PLATE w/2-16d NAILS ® 24'O.C. 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/2-16d NAILS ® EA. JOIST 23/32" FLOOR SHEATHING NAILED w/8d NAILS O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) R;T11,0vlkvvF.R SHEATHING PER PLAN META16 ANCHOR 0 EA TRUSS OR 0 24' O.C. TO STRUCTURAL RIM IF JOISTS ARE USED LSTA12 ® EA TRUSS VERTICAL - BEND BOTTOM PLATE HELD FRAME 2x4 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS 016" O.C. w/ (2) 16d NAILS 0 EA END LSTA12 ® EA TRUSS VERTICAL - BEND BOTTOM OF TOP PLATE FRAMED BEARING WALL SEE PLAN AND W10 DETAIL FL1C FLOOR TRUSS/JOIST TO FRAMED WALL WITHOUT SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT NAILING PER DETAILS (4) 16d NAILS RIBBON TO EA. TRUSS 8d NAILS 3' O.C. WALL SHEATHING TO EACH TRUSS (4) 16d NAILS RIBBON TO EA. TRUSS NAILING PER DETAILS 8' KNOCKOUT BLOCK w/#5 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 EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING JAIL SHEATHING TO BOTTOM 'LATE AND BEAM OR 'IRDER WITH HORIZONTAL JAILING PER DETAILS ULM Vil ILVVR II\UJJ GIRDER F, o 2-STORY CONNECTION @ BEAM 2x STUDS @ 16' O.C: FLOOR SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED 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 C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 11 THOMAS A. WESER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/20/21 DATE 11ItIlIr I s S OF O1001.. At et�� 0 N 55 0 U O C�./� l'J ? e--1 voo v J\ O 00 IT A`s' C N It cn 0 m cz w o 0 bA ^^ H $ c� 4- N C) *PulteGroup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.3 s