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HomeMy WebLinkAbout6406 Bradford Woods Drr Y X r 3 V) 0 o 0 0 0 N O N N 0 1p u I t e b 01ppo" mum P APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLELOT 40'-0" 64'-8" - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL -2014 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB SPECIFIC AREA TABLE Sheet Number Sheet Title Description TOTAL GO.01 Cover Sheet :CONDITIONED SPACE GO.02 General Notes CMU-1ST FLOOR BASE PLAN 1651 SF Al.11 1st Floor Plan CMU-2ND FLOOR BASE PLAN 1243 SF A1.21 2nd Floor Plan 2894 SF A2.01 Front Elevation & Details :NON -CONDITIONED SPACE CMU-COVERED LANAI 260 SF CMU—FRONT PORCH ELEV CO2 100 SF CMU—GARAGE 2 CAR 416 SF —t— 776 SF A2.02 Side & Rear Elevations & Roof Plan El.11 E1.12 E1.21 El.22 P1.11 1st Floor Electrical Plan 1st Floor Electrical Options 2nd Floor Electrical Plan 2nd Floor Electrical Options 1st Floor Plumbing Plan 3670 SF P1.21 2nd Floor Plumbing Plan SO.OA S1.OA S1.1A S1.2A S1.2B S2.OA S2.06 S3.OA S3.OB S3.OD CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 Elevation Choices Coastal (CO202) FirstFloor Hlate Height 9'-4" Plate Height Kitchen Layout Choices Layout 4 ALL WORK SHALL COWLY WITH PREVAILING CODES FLORIDA BUiLDiN000DE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS REVIEW DATE aze ORDINANCES CITY OF ZEPHYR ylL PLAN EXAMINER 77� Laundry Layout Choices Layout 3 Additional Hose Bib Location Rear x error First Floor Wall CMU Exterior Wall x error econ oor a 2x4 Exterior Wall Bath 2 Shower Choices Tub Shower Combination Flex Room Ceiling Choices Flat Ceiling Flex Room Choices Flex Room Flex Room Door Choices Double Door Garage Bay Choices 2—Car Front Load Garage Handing Garage Left Garage Water Heater Choices Electric Water Heater arage to House Entry QhQicpS Flush Entry Gathering oom Ceiling Tray Ceiling LOT SPECIFIED PLAN INFORMATION Gathering Room Door Choices Pocket Sliding Glass Door Owner's Bath Layout Choices Owner's Bath Layout 1 Owner's Suite Ceiling Choices Flat Ceiling CustomerName * Market Home, 6871-04101 Hear Living Area Kitchen Choices Outdoor Kitchen Covered Lanai Covered Patio Loft Ceiling Choices Flat Ceiling Address Wind Speed Choices Wind Speed 140 Configuration Choices Configuration B 6406 BRADFORD WOODS DRIVE ZEPHRYHILLS JFL 133542 Community 6871 OAKS OF PASCO 6871-04101 ---- N O CL 0 v c) Cl) � o 0 o Q � a� v� U cq 21. C N � *PulteGroup- PRODUCT MANAGER RELEASE DATE: xX /XX /Xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL Nte PLAN NAME WMtestone NPC CHILD NUMBER 2117.501 SHEET GO.01 GENERAL NOTES — DO NOT SCALE DRAWINGS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS TERMITE PROTECTION — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT PulteGl U.. — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF TREATMENT — INSPECTION FOR TERMITES o PROVIDE 6' CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES EXTERIOR — WATER RESISTANCE o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. ■ THIS IS NOT REQUIRED OVER CMU — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER R703.4 — EXTERIOR PLASTER o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND R703.7 — LATH o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 %" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 7/8" LONG, 16 GAGE STAPLES, SPACE NOT MORE THAN 6" INTO FRAMING MEMBERS o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. — SIDING o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — MASONRY o BRICK IS TO BE INSTALLED PER R703.8 o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 ROOFING — UNDERLAYMENT R905.1.1 o Unless otherwise noted underlayment for asphalt shingles, metal roof shingles, mineral —surfaced roll roofing, slate and slate —type shingles, wood shingles, wood shakes and metal roof panels shall conform to the applicable standards listed in this chapter. Underlayment materials required to comply with ASTM D226, D1970, D4869 and D6757 shall bear a label indicating compliance to the standard designation and, if applicable, type classification indicated in Table R905.1.1. Underlayment shall be applied and attached in accordance with Table R905.1.1. ■ Exception: A reinforced synthetic underlayment that is approved as an alternate to underlayment complying with ASTM D226 Type II and having a minimum tear strength in accordance with ASTM D1970 or ASTM D4533 of 20 pounds shall be permitted. This underlayment shall be installed and attached in accordance with the underlayment attachment methods of Table R905.1.1 for the applicable roof covering and slope, except metal cap nails shall be required where the ultimate design wind speed, equals or exceeds 150 mph. — FLASHING R903.2 o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and shall be installed in a manner that prevents moisture from entering the wall and roof through joints in copings, through moisture permeable materials and at intersections with parapet walls and other penetrations through the roof plane. — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.3.8 VENTILATION / ATTIC ACCESS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT VENTS ONLY PER R806.2 — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A GENERAL NOTES COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER THAN 30 SF o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF THE ROOF FRAMING MEMBERS o MIN. ATTIC ACCESS SIZE IS TO BE 22x30' WITH 30' OF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE FIRE—RESISTANT CONSTRUCTION — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR A 20—MIN. FIRE —RATED DOOR — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — %" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE CEILING WITHOUT HABITABLE ROOMS ABOVE — 5/8" GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE — %" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS WINDOWS/DOORS — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND MIN. 20" D o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED PATH WITHOUT GOING THROUGH A GARAGE o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES o MIN. HEIGHT 78" o FINISHED FLOOR SHALL BE MAX. 1 1/2' BELOW TOP OF THRESHOLD o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o FIXED AND OPERABLE PANELS IN DOORS ■ GLAZING WITHIN 24' OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION ■ GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. o WINDOWS ■ GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: * WHEN EXPOSED AREA IS OVER 9 SF * BOTTOM EDGE OF GLAZING IS LESS THAN 18' A.F.F. * THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; AND * ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36' ABOVE THE PLANE OF THE WALKING SURFACE ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING o WET AREAS ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS LESS THAN 60' A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. ■ SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED WOOD — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD INSULATION — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN COND11IONED SPACE ABUTS UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY DRYWALL — %' SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS ACCESSIBILITY — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29' CLEAR OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS REQUIREMENT. o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 POCKET DOOR SITE ADDRESS — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY GUARDS AND WINDOW FALL PROTECTION — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. — GUARDS SHALL BE MIN. 36' o EXCEPTION: 34' IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE OF THE STAIRS — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4' SPHERE — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED STAIRS — MIN. CLEAR WIDTH 36' o HANDRAILS SHALL NOT PROJECT MORE THAN 4 X" ON EITHER SIDE OF THE STAIRWAY — MIN. HEADROOM 6'-8" — MAX. RISE 7-3/4- - MIN. TREAD DEPTH 10° — HANDRAILS o 34"-38" ABOVE SLOPE PLANE o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE THAN FOUR RISERS 0 1 1/a"-2" GRIP SIZE OR GRASPABLE FINGER RECESS ELECTRICAL — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o IN EACH SLEEPING ROOM o OUTSIDE EACH SLEEPING ROOM o ON EACH ADDITIONAL STORY o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI CIRCUIT BREAKERS OR RECEPTACLES — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND SHALL BE LISTED AS TAMPER —RESISTANT — NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH —EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS C5 M o 0 ( O) .o A� C_n U � i-w � cn' N � *PulteGroup- 4:1 C) C Z o � .,Z5 W PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Sinvle Family SPECIFICATION LEVEL I Pulte PLAN NAME WTWtestone NPC CHILD NUMBER 2117.501 SHEET GO,02 0 a 0 N N S CD a 0 U M0 W 00 M 0 vJ t\ O �1 W U �co N � *PulteGroup- PRODUCT MANAGER I RELEASE I DATE: xx/xx/xxxx PROJECT TYPE n • 1 T SPECIFICATION LEVEL I Mte PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET A1,11 LEGEND } � MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN OL V, ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4T DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. 121 CEILING TRAYS ARE TO BE RECESSED INTO THE TRAY UP TRUSSES 12" U.N.O. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -20 WALLS ARE DRAWN 3 1/2' THICK -2x6 WALLS ARE DRAWN 5 1/2" THICK -8" BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING FURRING 10'-8 314, 9'-4" 19'-2" 2'-0" 5-3 1/2' 13'-6 1 /2"jk 1 n 8 W 5-11 1/2" 7'-10 1/2' 11'-4' N Cn I i s HANDRAIL 1 1 1 1 I 1 1 1 1 I 1 1 I 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I I 1 I 1 1 I I 1 1 1 1 1 1 I • N • O 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 I I I 1 1 I 1 1 1 I I I 1 1 • 0 -0 N O czn `o CD42 FINISH FLOOR 11'-11 1/2' " KNEEWALL a-=� OPT. OPEN RAIL TBR • 1 BEDROOM 2 N } BATH 2 N E i Q) cn } 4 ! M LOFT n M � N STAIR CALCS. _ 2-0 -31/2 ■ 3-51/2 W Lo a ' ; �.- -,'I FRAME ' ; N FLOOR TO FLOOR HT. 10'-8 3/4" o IOPENINc m 3O FOR 2 6 — — — M RISERS 17 @ f7 9/16" TREAD 17 ®10 W 1 R1 S NOSING 1" � 0 1R1S � HANDRAIL 3'-0' 3'-11" 4'-10" 5'-3" 4'-8 1/2' 15'-0• 11-5 1/2" N GRASPABLE 1-1/2" MIN 1 1/2' MIN. e HANDRAIL; 1 RETURN ti\ 1/4" MIN TO HANDRAIL 1-1/2" MAX 100INTO1X BEDROOM 3 DIAMETER ' �'`" BDACKER N 4S I WIC 1R1S BEDROOM 4 � STAIR D IAG RAM small10n 2030 FIXED(TEMP) 30 SH* 30 SH* TREAD o WICN O \ W �y 39 4 1 2" cF'PS 1" NOSING CL — — IRIS mom — — — — — — — — — o 3050 SH* 3050 SH* - 11 N 1 ■ 10 -0 1 • 10 -0 i 3 -0 n t ■ 3 -0 1 ■ 4 -1 1 ■ 5 -10 1 ■ 4 -1 20'-0" 6'-0" 14'-0" 40'-00 0 0 N 0 N O N SECOND FLOOR PLAN its SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) 0 N O N LD R5 0 U 0 � 0�0 O 0 V00 ♦ O O Au") U cz 0 rm� r-I 41 *PulteGrouir 0 C CC N M--C O 0 � Q � � O � � N PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Sin a Famfl SPECIFICATION LEVEL PWte PLAN NAME WWtestone NPC CHILD NUMBER 2117.501 SHEET A1,21 v 10'-8 3 4" 8'-0" T.O. WDW 5/4' X 1 5/44" SMOOTH +1 1/2' TRIM MATERIAL a a + 1" 5/4"x4' SMOOTHTIFF TRIM MATERIAL 1 + 5/4'x4" SMOOTH 1 TRIM MATERIAL TYP. FRAME HEADER/ SILL DTL. CMU HEADER DTL. SCALE 1/2' = 1'-O" E I I A F _4 5-1/2'X5-1 FOAM BRAC G BRACKET DETAIL SCALE 1' = 1'-O" COLUMN DETAIL SCALE 1/2' = i'-O' FRONT ELEVATION SCALE 1 /4' = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 1107 PAPER) D SCALE: 1/2' = 1'-O' 4' N CMU SILL DETAIL SCALE 1/2' = 1'-O' IKIM MAIGQAL FRAME FRIEZE BANDING DTL SCALE 1/2' = 1'-O' SMOOTH PANEL SIDING 1'-4' 2'B&B 016'O.C. GABLE DETAIL SCALE 1/2' = 1'-O' 5/4'0' SMOOTH JAM MATERIAL 5 a N O N F- C=9 0 c'/ r� v00 jejo � 0 cn (� O O A a, N U o 0 N � *NlteGrouir PRODUCT MANAGER RELEASE PROJECT TYPE Sinile Family SPECIFICATION LEVEL I Mte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2,01 0 -ATTIC VENTILATION ZONE 3- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 100 14400 0.333 48.000 ROOFVENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.1� SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 0 0 0 0.333 48.000 8 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY co -ATTIC VENTILATION ZONE 2- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1072 154368 3.573 514.560 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.1� SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 1.429 205.824 2 2.144 308.736 50 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY 40 cz 5 -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/6.1� SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY lItPulteGroup- 0 o , — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T I I 1 uj V) 1 1 C> — — J Lii I CD cxuio Co I .0-�I 1 .0-j N FL TRUSS 8' LAP SIDING 1 VA R I I " � a I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — '� 1 F P T ROOF PLAN �.--------------------------- ---------. - -- ---- 00 SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 1107 PAPER) o �' o a o _ _ s FINISHED 8�� OPT. GRIDS PER OPT. 4' BMNG COMMUNTY SPEC (+1/21, TYP. REAR ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) OPT. PER COMMUNITY SPEC OPT. PER COMMUNITY SPEC 8' LAP SIDING 2ND FL TRUSS BRG. 2ND F TRUSS G. 3 w WINDOW HDR. HT. WINDOW HDR. ROO As 0 i� 00 00 2ND FLOOR F.F. � � 2ND FLOOR F.F. `------------------------------------- 15T PLATE HT. " `� 1 F P T-------------------------------- 0 w----------- ------------------------------------------------------------- ,��,-----------------, WINDOW HDR. HT. a' �' WINDOW T. W I ® ' 00 °O OPT. HOOD VENT - DRYER VENT EXHAUST VENT E)IHAUST VENT 2'-0' a N' 1�2" 0 o o o I °O °� I o o o 00 00 00 00 2 -0 0o in o FINISHED FLOOR FINISHED FLOOR a 0 N SIDE ELEVATION CD SIDE ELEVATION N N SCALE 1 /8' = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 1107 PAPER) SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-0" ON 11 x17 PAPER) H Q 0 ) M O r n �J O � O A� i� U� ra'� cat N � d:L`/iW:1 RELEASE DATE: xx/XX/XXXx PROJECT TYPE Single Family ! SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2,02 -ATTIC VENTILATION ZONE 1- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1255 180720 4.183 602.400 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.1� SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY lItPulteGroup- 0 o , — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T I I 1 uj V) 1 1 C> — — J Lii I CD cxuio Co I .0-�I 1 .0-j N FL TRUSS 8' LAP SIDING 1 VA R I I " � a I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — '� 1 F P T ROOF PLAN �.--------------------------- ---------. - -- ---- 00 SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 1107 PAPER) o �' o a o _ _ s FINISHED 8�� OPT. GRIDS PER OPT. 4' BMNG COMMUNTY SPEC (+1/21, TYP. REAR ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) OPT. PER COMMUNITY SPEC OPT. PER COMMUNITY SPEC 8' LAP SIDING 2ND FL TRUSS BRG. 2ND F TRUSS G. 3 w WINDOW HDR. HT. WINDOW HDR. ROO As 0 i� 00 00 2ND FLOOR F.F. � � 2ND FLOOR F.F. `------------------------------------- 15T PLATE HT. " `� 1 F P T-------------------------------- 0 w----------- ------------------------------------------------------------- ,��,-----------------, WINDOW HDR. HT. a' �' WINDOW T. W I ® ' 00 °O OPT. HOOD VENT - DRYER VENT EXHAUST VENT E)IHAUST VENT 2'-0' a N' 1�2" 0 o o o I °O °� I o o o 00 00 00 00 2 -0 0o in o FINISHED FLOOR FINISHED FLOOR a 0 N SIDE ELEVATION CD SIDE ELEVATION N N SCALE 1 /8' = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 1107 PAPER) SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-0" ON 11 x17 PAPER) H Q 0 ) M O r n �J O � O A� i� U� ra'� cat N � d:L`/iW:1 RELEASE DATE: xx/XX/XXXx PROJECT TYPE Single Family ! SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2,02 0 o , — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T I I 1 uj V) 1 1 C> — — J Lii I CD cxuio Co I .0-�I 1 .0-j N FL TRUSS 8' LAP SIDING 1 VA R I I " � a I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — '� 1 F P T ROOF PLAN �.--------------------------- ---------. - -- ---- 00 SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 1107 PAPER) o �' o a o _ _ s FINISHED 8�� OPT. GRIDS PER OPT. 4' BMNG COMMUNTY SPEC (+1/21, TYP. REAR ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) OPT. PER COMMUNITY SPEC OPT. PER COMMUNITY SPEC 8' LAP SIDING 2ND FL TRUSS BRG. 2ND F TRUSS G. 3 w WINDOW HDR. HT. WINDOW HDR. ROO As 0 i� 00 00 2ND FLOOR F.F. � � 2ND FLOOR F.F. `------------------------------------- 15T PLATE HT. " `� 1 F P T-------------------------------- 0 w----------- ------------------------------------------------------------- ,��,-----------------, WINDOW HDR. HT. a' �' WINDOW T. W I ® ' 00 °O OPT. HOOD VENT - DRYER VENT EXHAUST VENT E)IHAUST VENT 2'-0' a N' 1�2" 0 o o o I °O °� I o o o 00 00 00 00 2 -0 0o in o FINISHED FLOOR FINISHED FLOOR a 0 N SIDE ELEVATION CD SIDE ELEVATION N N SCALE 1 /8' = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 1107 PAPER) SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-0" ON 11 x17 PAPER) H Q 0 ) M O r n �J O � O A� i� U� ra'� cat N � d:L`/iW:1 RELEASE DATE: xx/XX/XXXx PROJECT TYPE Single Family ! SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2,02 d:L`/iW:1 RELEASE DATE: xx/XX/XXXx PROJECT TYPE Single Family ! SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2,02 FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'—O' (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) ELECTRICAL SYMBOLS 11 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) f—I STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) 07q STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER #AP/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®0W DISHWASHER OUTLET (GFCI PROTECTED) ff SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © UGHT FIXTURE - PENDANT -0-P0 LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH UGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT - R LIGHT FIXTURE - LED DOWNUGHT -�- 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 �S SMOKE DETECTOR CEP ELECTRIC PANEL (AFp PROTECTED) ® SMOKE/CARBON It ELECTRIC METER MONOXIDE COMBO TS DISCONNECT DETECTOR Wa PROTECTED) EMERGENCY LIGHT ® THERMOSTAT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET GARBAGE DISPOSAL (GFq PROTECTED) gIIMES � DOOR BELL CHIMES GARAGE DOOR WIFI HOTSPOT OPENER DATA/TVIt eg MEDIA /SWP BOX DATA N OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44' AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER 14 COPPER L-2" PVC CONDUIT 1/2' PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND I 1 PHASE MLO 200 AMP 2P ELECTRIC METER IN NEMA PANEL ura 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ail III III III III _� I III III ,III; — 11114 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL Ul I ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O O M C', 1 ^, W 00 M O � O n-i .E.� N UM o co N o tPulteGrouir OO 00 Q N �y � H U a � w � o w 0 o p co o � x � PRODUCT MANAGER RELEASE XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1,11 COVERED LANAI I 1 OPT. COACH UG __ - - — - FIRST FLOOR ELECTRICAL OPTIONS SCALE 1/4' = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 110 PAPER) TO SWITCHED GFCI'S ABOVE __________ IN_ SOFFIT LIGHT 2'-0" TYP. SPACING STUD, TYP. 21-0" TYP. SPACING END NAILS, TYP. �2x4 WOOD BLOCKING INSIDE METAL LWOOD BLOCKING STACKED BETWI TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS PLATE, TYP. TOP OF STACKED lip, oploo 2x6 WOOD STACKED BETWEEN BLOCKED 0040 METAL STUDS, TYP. WOOD BLOCKING METAL TRACK, •; BOTTOM PLATE TO TOP go P, PLATE 04 Po END NAILS, TYP. 910 III 04, M,,-CHASE OUTLET Zo LOCATION 1 110V DUPLEX OUTLET-­,j 00 LOCATION 0. '.� 1 O r � .OP4 `!/ 2' CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT� TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER #V/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY 1,Tr LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT - R - LIGHT FIXTURE - LED DOWNUGHT -- LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS SMOKE DETECTOR AFO PROTECTED) CEP ELECTRIC PANEL ® SMOKE/CARBON Et ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT ® THERMOSTAT --OPB PUSH BUTTON TELEVISION OUTLET SWITCH T TELEPHONE OUTLET /OY ?GFC RoG�DT� SAL DOOR BELL CHIMES GARAGE DOOR WIFI HOTSPOT OPENER DATA/TVDATA eq MEDIA /SWP BOX N OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 METER CIRCUIT MAIN CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 'Tb �- I I III III III- III III,,I' ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND I 1 PHASE MLO 200 AMP 2P ELECTRIC METER IN NEMA PANEL uro 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS L III III III III _� I III III ,III; — 111144 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE a 0 CD fV N RE C7 a 0 v ct) r� M O O � C 0�0 A� 0MM1 v � M U� w c as N rn *PulteGroujr RELEASE DATE: xx /xx /xxxx PROJECT TYPE .,. , in SPECIFICATION LEVEL I Pulte PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET E1.12 Cm 3 0 a 0 U N W 0 N N W d 0 CV cn 0 N .n Q 0 o_ %0 L LOFT - i 07 W/ �c^ %> CAPPED PLATE DATA/TV 0 BEDROOM 4 - r , M �TE A/ c� �> i r-4 004 � O BEDROOM 2 i SECOND FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) ,BEDROOM 3 CAM PLATE — J I ELECTRICAL SYMBOLS R STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) (owq STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET f220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -(�-P0 LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT - R - LIGHT FIXTURE - LED DOWNUGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT > OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS MOKE DETECTOR CEP ELECTRIC PANEL AFC, PROTECTED) ® SMOKE/CARBON Et ELECTRIC METER MONOXIDE COMBO 1S DISCONNECT DETECTOR (AFCI PROTECTED) ® THERMOSTAT EMERGENCY LIGHT -OP'B PUSH BUTTON TELEVISION OUTLET SWITCH CHIMES TELEPHONE OUTLET GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR WIFI HOTSPOT OPENER 0 MEDIA /SWP BOX DATA/TV q DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM I� � illI I� I I I� ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT DISCONNECT $WITCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL LIM 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS -m-r L III III III _ I III III III; 111#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE W �M 0 uj O 11 A� v U� cz O � w co Ct) 4-a N a� lirPulteGroupw 0 O ry� L M � y � U � Q � cd � O � O w o�z � � N PRODUCT MANAGER RELEASE XXXX PROJECT TYPE Sinkle Family SPECIFICATION LEVEL PI PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.21 F OPT. L WIC 5-6 1/2' 5-6 1/2* T OPT, LO N OPT. N -k OPT. ------------------- -- OPT. 1d0 A rMOPT. TV $ BEDROOM 4 i i I_ 3'-8 1/2"--}---3,-8 1/2" I_ I 0 m 0 L BATH 2 WIC SWITCH BELOW ---------------------------------------------------------------- IN SOFFITI;�GFCI'------- BEDROOM 2 S-1 1/2" ,_ S-11/2" ,,BEDROOM 3 R " OPT. N -'-. i �okp T. SECOND FLOOR ELECTRICAL OPTIONS SCALE 1/4' = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) 7 SOFFIT ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) C-1 STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER oq RESISTANT) STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT K' LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT -� LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE ==== LIGHT FIXTURE - 48' FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS SMOKE DETECTOR CEP ELECTRIC PANEL PROTECTED) ® SMOKE/CARBON SMOKE/CAE/CA RBON Et ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT ® -OPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET �GFROTDD)SAL�T E1E ES n DOOR BELL CHIMES GARAGE DOOR WIFI HOTSPOT wip OPENER DATA/TVDATA MEDIA /SWP BOX OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44' AFF DEDICATED OUTLET FOR WASHER AND DRYER 32' AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT 1/2' PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 'T6- [EELil: I I I I I I�� ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SVWTCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL LIM 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS L III III III III III III IIII; 111#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE W O 0 VJ � O A� U c�! 0 r C� N � *PulteGrouir O � z o O eMn E--a 0 U_ O � > U � o w � Q x Z1=1 1N PRODUCT MANAGER RELEASE PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1,22 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY — — — — — — — — — — — — — — — — — — — — — — — — — — — — — COVERED LANAI , , , , � m , z , , , i , , B_ L------'-- rGATHERING ROOM ! CAFE I OWNER'S SUITE ISL L-------------9'-11/2" o � � I 9'-71/2" i �' , --- X ' , OLVANAV ii I �------ i 00 1 Li 0 e30 00 i IOWNE STOBAT ----- � , I _ KITCHEN J DRY REFRIGERATOR " N Mr--_--- ___-______ r P 6'-7 1/2 " O NOTE: ALWAYS - - — - LOCATE WICDRYER TO RIGHT 1111 V WATER CLOS T OF WASHER '� • r----- - ir--------i — PER SPEC ;� ENTRY VANITY LAV 9'-5" 6'}0 1/2" PER SPEC WATER CLOSET — — — — — — — E_=======jE===--___� PR PER SPEC 5'-1 1 /2" -8 2 CAR GARAGE DEN 0 FOYER T T - - - - - - - - - - - - - - - +1 o , E a 0 H a d 0 0 N O N FIRST FLOOR PLUMBING PLAN its SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) a 0 N O N S2 RE 0 V O 00 VJ O A Q\ W C V CCCCvVVVV W U p 4—b N � *PulteGrouir L M O t-Q � y o C~ O � � O w � x � � RELEASE DATE: xx /xx /xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL I PWte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET pi'll THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY — — — — — — — — — — — — — — — — — — — — — — — — — 5'-3u" 13'-5' WATER CLOSET N BEDROOM 2 PER SPEC VANITY LAV LOFT PER SPEC BATH 2 I F-N BEDROOM 3 L BEDROOM 4 I WlC I WIC 3 I v a v+ c a 0 N N d ON N 0 N O N SECOND FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-O' (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) 0 5 a 0 N O N 0 U O ul) co � Q) o`0 M 0 r j vJ t\ O W CCC`.VVVS ^�, W U �as O CIS N a ll&PulteGroup- PRODUCT MANAGER RELEASE PROJECT TYPE I Single Family SPECIFICATION LEVEL I PWte 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 6th EDITION (2017). WHERE MORE STRINGENT CODES ARE ADOPTED, THEY SHALL GOVERN THE WORK. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE, ETC. 4. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENIEON OF THE ENGINEER OF RECORD. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE 6. ALTERNATE NAIUNG: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE REFER TO SIMPSON TECHNICAL BULLETIN T-POSIIVENL06: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-10 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON UNEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE 'C' 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. 2. ALL ALL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM UFTS OF 8. CONFORM TO ASTM D 1557. 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. 4. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. 5. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6' AND SEALED. D. CONCRETE: 1. CONCRETE SHALL CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST EDITION) WTH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. 2. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.} a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK ALL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER A OF SLAB AT 34T SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS 7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFUCT. 9. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. 10. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. 11. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: o.) CONTRACTION JOINTS IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1'. ALL SAW OUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5' SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0' SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 WI.4xWI.4 WELTED WIRE REINFORCEMENT FABRIC (WAWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE )f TO 2 Y IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL. E. MASONRY WALL CONSTRUCTION: 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 do 6. 2. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (I'm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8' x 8' x 16', TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPUCATION. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR V. 4. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. 6. VERTICAL (ENFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0' U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. 7. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 8. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 9. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS 10. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) 15 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOCK AT THE TOP, LAPPED AND TEED 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' i5 25' 3-3/4' 10' J6 347 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 DRAINGS AND C.R.S.I. LATEST EDITION. NO IQNKS 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' &=-8 WI +/- 1/2' -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE 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 2015 EDITION OF THE NDS 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER 016' O.C. FOR WALLS 9'-5' OR LESS 3. INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPF OR SP NUMBER 2 OR BETTER 016' O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS 0 24' O.C. MAX. 5. LUMBER IN CONTACT WITH 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 20 STUD WALL PROVIDE. (1) 20 KING STUD AND (1) 20 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE (1) 2x6 KING STUD AND (1) 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 )f 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 13. ALL FASTENING SHALL FOLLOW TABLE 1?602.3(1) U.N.O. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEND. LAYOUTS, TRUSS UPUFTS, 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 C OUNG. 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. I. ANCHORAGE: 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2' DIA., EMBEDDED 7'. USE 10' LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3'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 2-PER FL PRODUCT APPROVAL j15731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC191 PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON 'RTEN HD -PER FL PRODUCT APPROVAL P5730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET-XP'PER FL PRODUCT APPROVAL V5730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL P6230.1. 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 F5730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SUM SHALL BE SIMPSON 'TITEN SCREWS'PER FL PRODUCT APPOVAL 12355-R4. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE. SIMPSON SET'PER FL PRODUCT APPROVAL F5730.5. 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL 8. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND 4'EDGE DISTANCE b) 1/2' DIA. SIMPSON 'TITEN HD'W/ MIN. 3 1/47 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 SUBT1TU11ONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA SIMPSON 'RTEN HD'W/ MIN. 3 1/47 EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2' DIA. F1554 GR. 36 ATR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 10. PLACE ANCHOR BOLTS AT 4' MIN AND 12' MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4' FROM CONCRETE EDGE, AND SPACED AT 24' O.C. MAX. 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 13. BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASING 15 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A Y DIA. HOE 6' DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCAIION. EPDXY A 36' LONG 15 REBAR WITH SIMPSON TYPE 'SET' EPDXY INTO THE DRILLED HOLE FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12' LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. IF THE WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX. 16' HIGH AND 4' WIDE AT THE FLOOR. DRILL HOLE AND INSTALL A 32' LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. ABBREVIATIONS: 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLIING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN A. PLYWD = PLYWOOD AND/OR CURB CONDITIONS. B. OSB = ORIENTED STRAND BOARD 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE C. NAILING: MANUFACTURER, OR IS AT LEAST 2-Y4" FROM ANY EDGE FOR )r BOLTS AND 3-)r FOR )C AND V BOLTS, THEN A C.A. Bd = COMMON NAIL STANDARD EXPANSION BOLT EMBEDDED 5' MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED C.B. 10d = COMMON NAIL (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24' TO 16'). C.C. 12d = COMMON NAIL 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE C.D. 16d = 0.135' x 3 1/2' GUN NAIL OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON C.E. EN = EDGE NAILING THE PLANS. TITEN HD SHALL BE A MINIMUM )r x 6', OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN 'SET' C.F. FN = FIELD NAILING ANCHOR W/SIMPSON TYPE EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6' MINIMUM EMBEDMENT C.G. SN = SIDE NAILING SLEEVE ANCHORS ARE NOT ALLOWED. C.H. BN =BOUNDARY NAILING 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR C.I. BF = BOUNDARY FASTENING SEE THE DETAIL IN THESE DRAWINGS. D. AB = ANCHOR BOLT FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM E. CMU= CONCRETE MASONRY UNIT MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3' NAILS). WHEN GAP IS F. CONIC = CONCRETE GREATER THAN 1 1/27, INSTALL NEW ANCHORS. G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION 4. CMU OVERHANGING SLAB J. MAX = MAXIMUM 4.1 FOR BLOC( OVERHANGING THE SLAB BY )' OR LESS, NO REPAIR IS NECESSARY. K. MIN = MINIMUM 4.2 FOR BLOC( OVERHANGING THE SLAB BETWEEN )' AND 1)r, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL L O.C. = ON CENTER 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 )', CONTACT THE E.O.R. FOR REPAIR. M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 5. NOTCHED STUDS IN WALLS 0. TYP = TYPICAL STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING P. U.N.O. = UNLESS NOTED OTHERWISE WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD 0. I.L.O. = IN LIEU OF WIDTH IN BEARING WALLS (1-3/8-FOR A 2X4 STUD OR 2-3/16-FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING R. w/ = WITH WALLS (2-1/8-FOR A 2X4 STUD OR 3-5/16-FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN S. WD = WOOD A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4x1-1/2' T. EE = EACH END SDS SCREWS. FOR MUM -PLY 2X STUDS USE HSS2-'r' SDS3 WITH (12)-1/4'x3'SDS SCREWS, WHERE''CORRESPONDS TO THE U. HDR = HEADER NUMBER OF STUDS IN THE MULTI -PLY. V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. AIR = ALL THREADED ROD L. JURISDICTION SPECIFIC INFORMATION: L S.C. = SAW CUTS 1. FOR All PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT UNITED TO, LANAIS, PORCHES AND BALCONIES, %' MINIMUM EXTERIOR AA. AB. C.J. = CONTRACTION JOINT DEN = DOUBLE EDGE NAILING GRADE SOFFIT BOARD WITH A CEMENTETIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEEIING THE AC. COL = COLUMN REQUIREMENTS OF ASTM C932 TO GIVE THE COUNG WATER RESISTANCE THE SOFFIT BOARD PRODUCT WOULD NEED TO BE ATTACHED AD. REIN = REINFORCEMENT PER MANUFACTURER SPECIFICATIONS THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS IN SO LONG AS THE KAYCAN VINYL SOFFIT IS INSTALLED IN AE. PLT = PLATE ACCORDANCE PITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL AF. CANT. = CANTILEVER COMPLY WITH R703.1 AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER Roof Pressures Wall Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone S 16.4 -26.0 16.4 F -45.3 16.4 -66.9 28.4 -30.8 28.4 -38.0 DESIGN PRESSURE CALCS Description Zone Width (ft) Height (ft) Effective Area (ft2) Positive Pressure (psf) Negative Pressure (psf) 16070 OHGD --- 16 7 112 24.2 -26.9 8070 OHGD 4 8 7 56.0 25.3 -27.7 6080 SGD 4 6 8 48.0 25.6 -28.0 4 3 5.25 15.8 27.7 -30.1 _25SH 25SH (2) 4 & 5 6 5.25 31.5 26.5 -28.9 25SH (3) 4 9 5.25 47.3 25.6 -28.0 4010 FIXED 5 4 1 4.0 28.4 -38.0 3080 DOOR 4 3 8 24.0 26.9 -29.3 3050SH 4 3 5 15.0 27.8 -30.2 16080 SGD 4 16 8 128.0 24.0 -26.4 26SH (2) 4 & 5 6 6 36.0 26.2 -32.0 2030 FIXED 4 2 3 6.0 28.4 -30.8 (2) 2050 SH & 3050 SH 4 & 5 7 5 35.0 26.3 -29.8 DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS ©O Fieldstone CHUECRMA� ',�x �cr MccU''��,, `� .......... �i C.O.A./ ARCHITECTURE: AA26002802 ` QP•.. �jCENSF .•Qj i C.O.A.# ENGINEERING: 29349 3400 AUBURN RD., ?� '•t/� �: '•y 1'200 � No. AUBURN HILLS, MI 48326 _ (248) 622-4035 THOMAS A. WEBER, PE '' C " •• P.E.# 73242 FLORIDA !�Q ST OF �(/� •;' BRIAN C fRESONKE, PE �••'•. F�ORIWJP •'� P.E.# 76785 FLORIDA ,,� � c•Gi 8/0 ■ I L OUG �N1�1�. ©APE E. 8MCC DAT? `F`�\\`` 5 a N CD 0 E O co � �o M � O n� RC�•tN� N U� M � 'It � *%IteGroup- %2 T s� O N •� v 0 Orow � O d� M 00 w O N 9 O w U p° 0 U PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE SPECIFICATION LEVEL I Mte PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET Sol (1) #5 REBAR w/ 25' LAP 8" OR 12" SQUARE U.N.O. OR ROUND C.M.U. 8' C.M.U. FINISH PER ELEV. COL. PER PLAN OL-O,-O. SLOPE FINISH GRADE • co *cD w— PAVERS PER SPEC. MONOLITHIC FOUND. RODS W/ (2) #4 DIA. RODS S CONT. ON CHAIRS 9, STARTER C ONCRIETE FOOTING 1-0 RSE_ COURSE ALT. CMU AT 0 -1V PER PLAN PER PLAN 4 "F�qi EXTERIOR MASONRY WALL FTG FROM TOP Of SLAB K'F-0�3Q MASONRY COL ON SPREAD FTG. Pavi C - S 1/2-4-0 ALL 1/2= -0 �,�SC�ALL �f PER ARCH ARCH V 8' C.M.U. BLOCK FILLED 15 c3- SOLID w/GROUT E5 C3- m 4* C.M.U. BLOCK PER ELEV. SLOPE 25- LAP MIN. (1) #5 REBAR SLOPE LLJ = PAVERS OR SLAB PER SPEC C, cm CONCRETE FOOTING CONCRETE FOOTING G . . . PER PLAN PER PLAN PER PLAN PER PLAN goo MASONRY COL. ON SPREAD FTG. wl SCALE 1/2*=I'-0 31e RECESS IN SLAB 10 1/2, FINISH FLOOR 8' C.M.U. WALL FINISH 3/4' RECESS IN SLAB PER ELEVATION FINISH FLOOR SLOPE MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. 4GARAGE DOOR RECESSED SILL SCALE 1/2*4-0 RECESS NTH PAVERS 2K P.T. PLATE MM TO SA w/ 2x AT 24"O.C. MAX. Y POWER K011D FASIBM OR TAPCONS I lir O.C. OR (2) ROVIS 12d 1/2' G.W.B. EA. SIDE GUN NKS 0 It OLC. , JI/R STEP PER PLAN '12d 0 SLOPE 'j L.:: 1. . , . -k - • 411 6 /2* (1) ROD CONT. ON CHAIRS UNO -4* 0 2 STORY REINF. PER PLAN w/30* LAP MIN. Lu CO --j uj cx m tD 8' C.M.U. BLOCK FILLED SOLID w/GROUT e C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) 15 REBAR c 6 8' OR 12' SQUARE OR ROUND C.M.U. COL PER PLAN -o 0n SLOPE CONCRETE FOOTING PER PLAN L PER PLAN MASONRY COL. ON SPREAD FTG. (Concrete) SCALE:1/2'=l'-O MASONRY COLUMN PER PLAN PAVERS OR SLAB PER SPEC. CONC. FTG. PER PLAN PER PLAN V1 MASONRY COLUMN ON SPREAD FTG. REINF. PER PLAN CMU COL PER W/30' LAP MIN. PLAN PAVERS OR SLAB PER---, uj SPEC. InC.D uj cr 5 o CONCRETE FOOTING PER PLAN 15 BAR w/ 25' MIN LAP LLJ C35 C33 C-D CMU COL PER PLAN #5 REBAR #5 REBAR (n w/25' MIN LAP 6!=! w/25" MIN LAP 4 SLOPE 4-0. CO m CONCRETE FOOTING CD C.2 -- PER PLAN 4. PER PLAN PER PLAN MASONRY WALL CORNER ON SPREAD FTG. (Pavers) MASONRY WALL CORNER ON SPREAD FTG. (Concrete) SCALE 1/2*=l'-0 SCALE: - 1/2*=I'-0 c3- C3= -------- % 0- GROUT BED X LO .. I Ck= ---POURED CURB ko'-Or F.F. SLOPE FINISH GRADE 00 100 —MONOLITHIC FOUND. MONOLITHIC FOUND. w/(2) #4 DIA. RODS W/ (2) #4 REBAR CONT. ON CHAIRS -88 8" CONT. ON CHAIRS- I q /,-F�wz EXTERIOR DOOR SILL (@ POCKET 1 ZERO CORNER SGD D-69 2' ®IMPACT 8" C.M.U. WALL FINISH SCALE. 1/2'4-0 2 1 SCALE: 1/2*=1'-0 PER ELEVATION GROUT BED DOOR PER SPEC PAVERS PER SPEC C3.- j PAVERS PER � (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS d VARIES) —7 MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. SLOPE SLOPE 01LO'-O' F.F. Nw PER PLAN d% 00 2� =E =E wMONOLITHIC r 1�-0 FOUND. MONOLITHIC FOUND. —1--'I 1 w/(2) #4 DIA. RODS wA2) #4 DIA. RODS 1'-4' 0 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS l'-4* 0 2-STORY EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY RECESS WITH SLAB J SCALE. 1/27=1'-0 2X AT 16' D.C. W/ 1/2' GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR 2x P.T. PLATE SECURED TO SLAB w/ 2x AT 24*0.C. MAX ASSOCIATED WALL DETAIL Y POWER ACTUATED FASTENERS OR SPECIFYING ANCHOR REQUIREMENT TAPM 0 115- O.C. OR (2) RON 12d STEP PER PLAN GUN K&S 0 lf OLC. SLOPE 1/2' GXB. EA. SIDE PE :LO I START &OPE 2' HERE SLOPE (2) 0 ROD CONT. ON CHAIRS 6" 11-• 10 1/2' - - THICKENED THICKENED SLAB @ GARAGE (BEARING) SCALE 1/2"=1'-O CORNER BAR 25' VERTICAL DOVE MIN. LAP SPLICE EACH AS REQ`D IN SIDE. SAME SIZE AS CLEAN COMP] CONT FOOTING STEEL 0 ALTERNATE TO CORNER NUMBER OF CORNER SPLICE- PROVIDE CONT, BARS EQUALS NUMBER SIR REIF. BARS BENT 3 OF CONT. BARS AT CORNERS TO COMPLY • • • WTH THE INTENT OF THE BUILDING CODIE- R)MULK OF REBAR PER RAN V MIN. PVC aaw LAP SPUCE 0 2 STORY fiii� REINF. PLACEMENT AT FTG. CORNERS Jii� BEARING PENETRATION DETAIL SCALE. 112•=1'-0 FINISH GRADE 101PE THICKENED SW EDGE (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2' CONC. SLAB SCALE' 1/2'=1'-0 CONCRETE SLAB ON CLEAN COMIACIM FILL SAW CUT SAW CUT NOTE: SAVED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT. ATYPICAL CUT JOINT SCALE 1/2"=1'-0 SCALE 1/2"=1'-0 8' C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS PAVERS TYP. (1) #4 BAR CONT. COMPACTED ALL PAVER AT CONCRETE GRADE BUM SCALE: 1/2"=I'-O PENETRATING PVC SLEEVE 8' C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS SCALE: 1/2'=1'-O DOOR PER SPEC - VALT. DOOR THRESHOLD PER PLAN 19K 01-0 LT. BRICK oiL PER PLAN THRESHOLD 0- 00 MONOLITHIC FOUND. W/ (2) #4 DIA. RODS L "-0* L CONT. ON CHAIRS ALT. FLUSH BRICK TI--4' 0-2 STTY THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) SCALE 1/2*=I*-0 2X AT 16' D.C. W/ 1/2 GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR ---- 2" ASSOCIATED WALL DETAIL START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT 1 LSLOPE I C"i C=) (2) 0 ROD CONT. ON CHAIRS - 10 1/2*1- 1'-0" 110 1/2'1- (1) #4 RONFORCMENT 4" SEE FOUNDATION PLAN 4" L BAR CONT. 0- CONIC. PER SCHEDULE Ck= CL. LSLOPE TO DRAIN (.0 .2 .3- SHOWER RECESS SCALE 1/2"=1'-0 WRIFY LOCATION I" (1) #5 REBAR w/30' LAP M11 30*x30*x12" CONC. FTG. w/ (3) #4 REBAR EA. WAY FINISH GRADE PLAN VI>iICIF SIDE OF PEDESTAL MASONRY WALL L 3op L GAS WATER HEATER PEDESTAL SCALE. 1/2*=I*-0 REBAR 3' OM TOP & 10' NO 0 BOTTOM LOCATE PER ARCHITECTURAL DRAWINGS SCALE. i/V=i'-o FINISH MADE PER PLAN SCALE 1/2*4-0 SE HEADER/UNTEL PLAN FOR ASSOCIATED WALL DETAIL 2X AT IV D.C. W/ SPECIFYING ANCHOR REQUIREMENT 1/2' CV13 EA SIDE (2) #4 DIA. RODS CONT. ON CHAIRS IC-4 10. 1'-0- 10. THICKEND SLAB @ INTERIOR WALL SCALE 1/2"=1'-0 Fieldstone mcpu L101 V ARMTEMMV k ENGN-E5ffM— C.O.A.j ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 3400 AUBURN RD,, #200 No. 80956 AUBURN HILLS, MI 48326 (248) 622-4035 THOMAS A. WEBER, PE P.E.# 73242 FLORIDA X 44 BRIAN C. FRESONKE, PE P.E.# 76785 FLORIDA 0 OF ;%- 0 IAN P. MCCULLOUGH., PE 8/24/20 '17,, 70NA1. P.E.j 80956 FLORIDA DATE C) 00 cn --1 0 unO N"♦ U V-4 as r co *PulteGroup- PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famfly SPECIFICATION LEVEL Pulte L PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 I SHEET SILO cc I cm FOUNDATION PLAN SCALE: 1/4"=1'-O" 14'-0" 4D'-0" - 24"x32"x12" CONC FTG w/ #4 REBAR 0 6" O.C. EA WAY 26'-0' 23'-4" 1 24'x32"x12' CONC FTC w/ �I . S1A #4 REBAR 0 6- O.C. EA WAY , , I— a F36P F F11 o F11---�}Em -- S1.0 S1,0 o o I w/OPT. SCREEN N w/OPT. SCREEN (OUTDOOR I KITCHEN I ° ENCLOSURE ENCLOSURE I II I ' N . 3 -0 8 7 -0 8 3 -0 3 -8 8 16A, 8 4'-0" I R F12 " " $ — — VERIFY M.O. all VERIFY M.O.ii ------- --- ---------- ----------- el -------- ------------ Mai ------------ 1 I 1 1 I " I _.� F01 0 o 1 S1,0 •' I Asio I '• 1 p � LL7 1 I I I I I I 1 I 1 \ I I I I I I I I OI I I I O • a r7 a R 1 I 01 -onI L N ; 1 1 I I ' I 1 1 1 I o I I I I I I I CO ;n S.C. 911 3'-0 1 /2' 1 6'-10 1 /2" 6'-6 1 /2' 17'-9° • •I F10 I o I 1 STORY 51.0 24"x24"x12' CONC 1 STORY i M 2 STORY _ _ _ J F FTG w/ #4 REBAR 0 6' O.C. EA WAY 2 STORY —-� N I\ Iri . 14'-8 3/4' "' 1 '-2 1/4" co I o S.C. , II I R M F10 S1.0 _ 6+ pry 1 I 1 III I 1 ' a I REFER TO N ARCHITECTURE FOR ' S1,0 ACTUAL WALL LOCATION `14 N I� ; i 1 O I .� \ •. LOCATION PER ' � ARCHITECTURE 1 START SLOPE HERE a "' I V ES o S1,0 E• , ' b R ' S1.0 a' I I I S.C. , I I I I 77 , b I ' F09 PROVIDE (2) 14x3'-0" IE'l, S1.0 LONG CORNER CRACK BARS 0 ALL CORNERS I I OF SLAB (TYPICAL) 1 I F04 I o N ' o FO7 S1.0 I 1 1 • F01 --r 1 S1.0 = I L cm S.C. --� •--------- ----- T87 ------ • ---- •-----------E • ---- (EFIN « VERIFY M.O. VERIFY M.O. VERIFY M.O. R '-0 Y 4'-0' 3'-2" 3'-10" 2'-0' 3'-10' 21-2- FO6 I °O ' I I 1 o o W 24"x24'x12' CONC FTG w/ #4 REBAR 0 6" O.C. EA WAY "v I � 1 1 VERIFY M.O. 161-8a 20'-Op F03B -0 6'-6" S1.0 13'-6" -0' 20'-0" F03B S1,0 LEGEND SYMBOLS 0 8x8 FILLED CELL W/ #5 REBAR • 2 8x8 FILLED CELL W/ (2)15 REBAR 0 INSIDE FACE DO 8x8 FILLED CELL W/ NO REBAR REQUIRED 45- CMU - FILL CELLS W/ 15 REBAR 12x12 FILLED CELL W/ (4)-#5 REBAR E ELEVATION INDICATOR - ELEVATION NOTED IS Y RELATIVE TO FINISH FLOOR DATUM = 0'-0" DETAL INDICATOR XX FLOOR SLAB NOTES: 3 1/2" Z500 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, IMTH 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 DURAl10N OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS O@O FiddLsWne C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 (248) 622-4035 THOMAS A. WEBER, PE P.E.; 73242 FLORIDA BRIAN C. FRESOWE, PE P.E.# 76785 FLORIDA • IAN P. MCCULLOUGH„ PE 8/24/ P.E# 80956 FLORIDA DAT GK McG'U�''�. QP.•'•�jGENSF .•�G _= No. •'�s •• STA F - �40RIDP ZONAL �� ��•`. C5 O N O N c� V o 00 M 0 u*) � O A� � O V v--4 co cc N � *PulteGroup- RODUCT MANAGER RELEASE DATE: XX/XX/xxxx PROJECT TYPE A • 1 T SPECIFICATION LEVEL I Pulte P PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SIM a CL N N F- C-D 95 0Lo W rtz 0 v) t\ T A Q, 01 W U 0 co N as *PulteGroup- R PRODUCT MANAGER ELEASE DATE XX/XX/XXXX PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME WTWtestone NPC CHILD NUMBER 2117.501 SHEET S2,1 5 a N O N F- 2 c D Q- C) v Lo 0 co 0G �J � O O A� U cis co co 0 � N � tPulteGrouir PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Single Familv TION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2.2 AT EA VERTICAL CHORD OF FLOOR TRUSS. LUS26 w/ (8) 0.148"x1-1/2" EA TRUSS TO LEDGER. FLOOR & LOW ROOF FRAMING PLAN SCALE 1 /4"=1'-0" TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY, THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURERS PROFESSIONAL ENGINEER. U a 0 fV O CV S c� 0 U � M O 0 VJJ \ 0 A Q, W U �as cn N c *PulteGroulr PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S3.1 C5 n. 0 0 N 1- C=7 r 0 U O / 1 0 vJ O A a\ Q � M N U� 0 ct N � lkPulteGrouly PRODUCT MANAGER RELEASE PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S3.2 CONTINUOUS STRUCTURAL SHEATHING TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING DETAIL AT RAISED HEEL SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOIDD TRUSSES AT 2'-0* D.C. MAX. TRUSS ANCHOR PER PLAN--------,- 77; W !'-070.C. MAX. FASCIA SEE ARCH. DRAWINGS C> F= 15 F= 2x BLOCKING AT ;�'SHEATHING EDGES NOTE: REFER TO ARCHITECTURAL STRUCTURAL SHEATHING CONTINUOUS DRAWINGS AND/ OR TRUSS AT TRUSS HEEL, w/ SHEATHING EDGE MANUFACTURER DRAWINGS FOR NAILING REQUIRED. SPECIFIC TRUSS PROFILE FRAMING PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). WHEN 9-1/4' < 'D' < 15-1/4": SOLID 2x BLOCKING BETWEEN PLATES W/ 8d NAILS 0 6' O.C. r= c-,,j !� M ALONG LENGTH OF BRACED =E W. TRUSSES ATTACHED TO TOP F= WALL PANELS BOND BEAM PER PLAN ------ X L­SHEATHING PER PLAN ROOF TRUSS ON MASONRY— R01 OLM STRUCTURAL SHEATHING PER PLAN 2X4 LADDER FRAJANG AT 24" D.C. RM AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 2e O.C. CONT. 20 w/ (2) 12d NAILS 1. AT VERTICALS S-6' TO 6' 6' USE ONE 20 *L" BACK. Z 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 20 V BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING wl (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) 12ds AND ONE SIMPSON H5 CONNECTOR. SIDE NAIL ALL *L* BACKS AND STRONGBACKS vi/ 12ds AT 6' D.C. NOTCH *L" BACKS AT TOP AND BOTTOM. STRUCTURAL SHEATHING SEE PLAN FOR ATTACHMENT ::7:7/ NAIL BOTTOM CHORD OF GABE TRUSS w/ 12d's AT 4' O.C. CONTINUOUS STRUCTURAL SHEATHING SEE PLAN FOR ATTACHMENT _'K FIELD NAILING PER PLAN \1 WOOD, -2x BLOCKING BETWEEN TRUSSES w/ (3) 8d INTO SUPPORT 0 EA END TO ADJACENT TRUSS OR TO TOP PLATES -SHEATHING PER PLAN OCATION OF BRACING AT TRUSS SCREW THRU VAULTED TRUSS. ���TOP PLATES TO TF USS DETAIL AT RAISED HEEL TRUSS SCREW f-r PER PLAN NOTE: 4ONTINUOUS BRACING TRUSS MANUF. REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER \—SHEATHING PER PLAN DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, STUD PER PLAN SLOPE, OVERHANGS). FRAMING PER PLAN Q TRUSS SCREW THRU TOP PLATES TO TRUSS (D TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL no ROOF TRUSS ON FRAME Ru22 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING ox, = 10% AT 6" D.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK HOUSE WIDTH FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. (D . / N 1 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" D.C. 0 APPROX. 45-DEG ANQL SPLICE DETAIL FOR DIAGONAL � LAP NTH "r LAP NAILED W/ (2) ROWS 10d GUN NAILS 0 8' O.C. -1/2' (ONE ON EACH SIDE OF BRACE TO TOP PLATE). (2) S1 . M . PSON A23 w/ (8) 1 Od x 1 LSHEATHING PER PLAN PROVIDE CONT. 2X8 P ANCHOR BOLTS AT 4` cmul WASHERS AND r EM MASONRY WALL BON .T. PLATE wl 1/2' 0 x 10' 4 D.C. MAX. w/2"x2' PIL BEDMENT. D BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE PLAN AND DETAIL CONT. 2x4 20 NAM FLAT TO TOP OF BRACE (*T* M NAILED BRACE) NAILED TO DAG. w/ 10d GUN 0 TOP NAILS 0 8' O.C. BUTT JOINT ALLOWED ID (48' MIN MEMBER LENGTH), BRACED REQUIRED TO BE CONTINUOUS OVER DIAG. BRACE SPILICE SHOWN 2x4 BLOCKING AT 48" O.C. - 3 TRUSS BAYS FRAMING M NAILED 0 BOTTOM PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE GABLE END TRUSS BRACING DETAIL Km R09 (8) 10d NAILS EACH GABLE END 20 LADDER FRAMING AT 2e D.C. REQ`D AT OVERHMGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C, ENGINEERED WOOD ROOF TRUSS AT 24" CONT. 2x6 w/ (2) 12d NAILS D.C. MAX. CMU WALL STRUCTUIRAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. — TRUSS MEMBER OR TRUSS VIEEL 2x LEDGER w/2-10d 0 EA. OWN TRUSS MEMBER FOR ROOF SHEATHING NALING (4) 1/4' 0 c 2-1/4' MASONRY u SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 (OR APPROVED EQUAL) CONOTIONS OF USE: AT EACH MISSED CD 1. QUAN1ITY OF MISSED STRAPS DOES NOT EXCEED AVE (5) CONSECUTIVE LOCATIONS. LOCATION. C*4 2. UPLIFF VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIff. C) C14 c; 3. NOT ACCEPTABLE ON MULII-PLY TRUSS APPLICATIONS. C14 IF FIELD COMMONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS STRAP REPAIR R13 "ICAL CMU WALL CIMNEINON) & RIDGE--' J, GABLE END BOSTON HIP 20 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 X6 w/(3) 8d 0 EA. OUTLOOKER 20 OUITLOOKER PER DRAWINGS 20 FASCIA SHEATHING PER PLAN. GABLE TRUSS PER PLAN OR - 20 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS EDIMENT BLOCKING @ GABLE an VALLEY SET TRUSSES AT 24' D.C. ROOF SHEATHING SET TRUSSES PER PLAN .,---VALLEY AT 24' O.C. MIN. 9' LONG 20 GA. ROOF SHEATHING FLAT STRAP w/ (8) 10d PERPLAN SHEATHING PER -OR- SHEATHING PER -OR- PLAN. PLAN. 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. CMIRVALLEY SET OVER FRAME 1 1%0 v ox, = 10% *X" = 10% OF HOUSE WIDTH HOUSE WIDTH (D (D 7 0 < (D RIDGE (D GABLE END 71 GABLE X RIDGE" HP (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW STRUCTURAL SHEATHING PER PLAN 20 OUTLOOKER FRAMING AT 24' O.C. OVER DROPPED GABLE END TRUSS. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS. CONT. 2x4 w/ (2) 12d NAILS SIMPSON H10A wA16)8d NAILS MIN. - STRUCTURAL SHEATHING PRE-ENGINEERED WOOD MAX. TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER P ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE: 7/16' SPAN RATED PLYWOOD OR OSB 8d RING SHANK 0.113' x 2-3/8' 1 2 3 OFFSET DIMENSION mX' 10% HOUSE WIDTH 1SX11 "Xx TILE. 15/32' SPAN RATED PLYWOOD OR OSB PANEL EDGES @SUPPORTS (1) 6' O.C. 6' O.C. 4' O.C. PANEL FIELD (1) 6' O.C. 6' O.C. 6" O.C. METAL- 15/32' SPAN RATED PLYWOOD :/24 GA. 19131' SPAN RATED PLYWOOD /26 GA. NO I L�: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMEN90N Y OFFSET FROM ROOF EDGE. 30' WIDE HOUSE 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE 6' ZONE ROOF SHEATHING ATTACHMENT DIAGRAM R11 ILM 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT V O.C. w/ MINIMUM 8d NAILS. BLOCK e-Or BACK AM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32' MAX SPACING IF LENGTH IS LESS THAN �-O' USE 20 17 BACK, IF LENGTH IS GREATER THEN �-O' USE (2) 20 -L' BACKS. NAIL 'C BACKS w/12d 0 12"0.C.(NOTCHED 0 TOP w/2-12d TOENAILS 17 BACK -EXTEND 6' PAST LOWER ROOF SHEATHING SHEATHING PER PLAN-J )C nnr� PARTIAL GABLE END TRUSS DETAIL RON PARTIAL GABLE FASCIA 2x SHTG. SEE ARCH. BLOCKING DRAWINGS cmu SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 2e O.C. ROOF SHEATHING PER PLAN SHEATHING PER .z SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 2e D.C. 20 BLOCKING AT 2'-0' - D.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" MAX. GAP FROM TOP OF N 8" CMU WALL SEE PLAN WALL TO BOTT. OF BLOCKING FOR VERT. REINF. A� LL B RAC ING AT No N EAR� ING EXT ERIO R W AL� R07 _B� L J" 2x4 PURLIN 0 EA VALLEY TRUSS. NAIL TO COMMON TRUSSwA3) 16d GUN NAILS BOTTOM CORD Of VALLEY TRUSS NAILED TO PURLIN wl 10d GUN NAIL 0 8' O.C. 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' D.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL 3 SHEATHING. 1. AT VERTICALS 3'-6* TO 6'-6* USE ONE 20 "L" BACK. v 2. AT VERTICALS OVER 6'-6* TO �4 USE (2) 20 17 BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4* TO 13'-0* USE ONE 2x4 'I! BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL SHEATHING PER HEIGHT AND TO THE BLOCKING BELOW THE ROOF e CMU WALL OR LINTEL, 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 "L7 BACKS AND STRONGBACKS w/ 12d's AT 6' D.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 D.C. @APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T' LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' D.C. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN WOOD UTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE R09B Lr BOSTON HIP ROOF TRUSS PER MANUFACTURER 2x6 LEDGER TO FRAMEwA2) 1/4' x 3' WOOD SCREW 0 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 20 FIELD FRAMED RAFTER 0 16' O.C. MAX SPACING - TOE NAIL ONE SIDE OF RAFTER TO LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE SIDE, INSTALL A35 w/BOTTOMS BENT AND ATTACHED TO BOTTOM OF LEDGER & RAFTER w/ 10d x 1 1/2' NAILS. CONNECT TOP AND BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS - - F PER SPECS w/ (2) w/ 1/4" x 3' WOOD SCREW 0 16" O.C. R4>0L SUSPENDED RAFTER R40 sede: F1* Namc i )—Olt 2"= STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED 'RUSKS AT 24' D.C. TRUSS ANCHOR PER PUN BOND BEAM PER PLAN Z—SHEATHING AND SCHEDULE PER PLAN WALL BRACING AT BEARING WALL R08B R08B WULL �BRA�CIN!GA�EARMING _NAUL PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24' O.C. M FURRING AT SHEATHING PER ARCH INSTALLED PER MANUF. (3)10d AT EA TRUSS MAX. 16" O.C. w/ (So_i� EXTERIOR CEILING FURRING SCALE- N.T.S. SR cl- C) 0 C) co (v p, 0 - => c' �? N;4 Lo CTN co C114 u PL4 0 PEN r .4 cl) *PulteGroup- 421 40 9 * 40, 10h, - u') Al rn �-1 0 0 -1c ;., �8 '42 M 0 PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famfly SPECIFICATION LEVEL mte Oro Fieldstone *K mc%' PLAN NAME ARCM WMEA:fENGNEOUNG ......... -k C.O.A.# ARCHITECTURE: AA26002802 ..0 Whitestone C.O.A.j ENGINEERING: 29349 NPC CHILD NUMBER 4ATOF 3400 AUBURN RD., #200 - No. - F-Ir AUBURN HILLS, MI 48325 2117.501 (248) 622-4035 THOMAS A. WEBER, PE P.E.# 73242 FLORIDA 40 SHEET 0 OF BRIAN C. FRESONKE, PE " ;ic� P.E.# 76785 FLORIDA -" ;�' -.. le -46N E ]AN P. MCCULLOUGH., PE 8/24/20 . ..... . S4,1 P.E.# 809515 FLORIDA DATE t7ll 70NAL /111111100 C) C) 0 0 02 0 0 0 0 0 0 0 0 0 0 0 —NOTE: PROVIDE BLOCK1NG AT ALL 0 0 0 0 SHEATHING EDGES. o 0 a 0 0 0 0 : 0 1 0 . 0 o 0 o o 0 0 0 a 0 0 0 0 0 0 . a 0 0 0 0 0 0 o D o I AIL SPACING AT D o 0 12" IN HELD o 0 0 0 EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL HELD BLOCKING REQUIRED (MIN) SZE SPACING SPACING SPACING REQUIRED L7/16' SHEATHING 8d 3* D.C. 30 D.C. 12" D.C. ALL EDGES SINULE NAIL EDUE SPAGINU 1/2S 1 /2' DOUBLE NAIL EDGE SPACIN( 20 BLOCKING NAIUNG jHlN STUD SPACING PER PLAN—/ STRUCTURAL SHEA FIER FILM G SPLICE -SAME NWSS AND STOGTH AM ORIENTARON AS WALL SHEA1HING TYPICAL SHEATHING DETAIL W01 DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EADI STUD 2x P.T. PLATE SECURED TO SLM w/ 3' POWDER ACTU) FASTENERS OR TAPCONS 0 D.C. OR (2) ROWS 12d GUN NAILS 0 12' O.C. Will OAD BEARING WAL DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2X P.T. SOLE PLATE wl 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 3TUDS AT 16' O.C. kTHING PER PLAN REFER TO FOUNDATION PLAN FOR FOOTING SZE AND LOCATION 0 EA STUD -2x STUDS AT 16" D.C. -SHEATHING PER PLAN BOTTOM PLATE CONNECTOR: (3) SDWC15450 SCREWS 0 EA STUD RUM TO FOUNDATION PLAN FOR FOOTING SZE AND LOCATION :1 W10 LOAD BEARING WALL w/UPLIFT W10 AT CMU VAU USE 2x P.T. ATFAM TO BLOCK OR LINTEL VNI POIIIIER OMAN FWDIEFIS AT 127 O.C. 07-16' MAX. GAP FASTENEFIS M BE 1/8' DIA. Nk ANID ROM 3/4* MIN. MINIMUM XM CAPACITY TO BE 154 2x ANGLE AS FIEND w/ (2) 10d TOE NALS AT EACH END. STRUCTUIRAL SHEATHINIG REM AT 2 SIDESfIN &4 Ri wl:r Ma GAP WINDOIIIIS AM DM AND AT ENTW VDIOUT BETIM BLOCK& BLOCK BAER nWM SHEATH OUTSIDE ONLY *IEN AS REM AT WM BARREL FRAW IS USED. FASTEIG LOCATKINS. Ix P.T. SW NOTES: ALTERMATE M 0 MINOR OWIGES MAY OCCUR ACCOFIDING TO INDIVIDUAL OPENING. IF WIM OR DOOR IS INISTAM IN DIM SEE "CAL WINDOW AND DOOR ATTACHMW DETAV FOR INSTWTION DETAIL WERE EM FASIENIT DO NOT HAII 2x BACKK THE FASTENIER MUST EXTEND THROU%I Ix SM INITO BASE MATOW ALTEFIINATE AD TOP r PER H MANUFACTURER'S PUNM REDN"AlIONS. ARCH FRAMING DETAIL (:W13 EXTERIOR CONC.WALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL HELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16' MIN 8d 3' O.C. 3' D.C. 12' O.C. ALL SHEATHING EDG )g-BLE END SHEATHING DETAIL W02 A 1/4' DRIVE-IN ANCHOR GARAGE DOOR AND :t� TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. -, V' . " .. 44 '2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2'x6" V BOLTS OR 5/8'x6* SIMPSON TITEN HD'S w/ 2' WASHERS AT 2e D.C. & WITHIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF 1/43" MASONRY SCREWS 0 12' D.C. STAGGER ROWS 6' FRAME TO BUCK TO MASONRY . 4' .:P. 11' A L-1 /2' x 2 1/4' HILTI SLEEVE ANCHOR OR EQUAL MIN. 1 1/2' EMBED INTO MASONRY. (1) PER BRACKET .FRAME TO MASONRY W16 Y�PIC�AL�GA_MAGW W00�RAk7T_QGHWMEKT _WET_AIL INT FINISH WOOD BUCK ATTACHMENT- 1x WOOD 1x_ CUSTOM PT BUCK TO MASONRY. MATCH FRAME WIDTH, ATTACH wrT* 1X FIT BUCK NAILS V FROM ENDS AND 12" D.C. REMAINDER. ATTACH WINDO THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL SILICONE SEALANT FINISH PER ELEAVATION ALILKNAIL: 2x- OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS <2 1/4' 1/4*00' TAPCONS 04" FROM ENDS AND 12' O.C. REMAINDER. w/1 1/4' EMBEDMENT YPICAL WINDOW ATTACHMENT DETAIL W14 INT FINISH WOOD BUCK ATTACHMENT- 1x WOOD 2x- OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS <2 1/4' 2x PT BUCK 1/4*0x49 TAPCONS 04' FROM ENDS AND 12" O.C. REMAINDER. w/1 1/4' EMBEDMENT ALTERNATE: ACH DOOR PER RIDA PRODUCT IROVAL CK MOULD SH PER ELEAVATION 0 W 15 T Y KI C K WO WR _AT T [KC _MM E �NT _WE TA I L STRAP INSIDE FACE OF WALL PER W10 WHEN TRUSS STRAPS INSTALLED ON INSIDE (NON -SHEATHED) FACE OF WALL EDGE NAIL SHEATHING MTS16 FROM EA. TRUSS TO HDR. SIMPSON H2.5A 0 TOP & BOTTOM OF PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REUD, OPENING FRAMING (JACK STUDS ONLY) PLATE TO BE SPLICED OVER A STUD. STRAPPING AT INTERIOR PROVIDE 481 LAP SPLICE w/ (3) 10d FACEPER PLAN COMMON NAILS AT ENDS. NAIL PLATES DBL 2X TOP PLATE. BOTTOM 2X OF TOP CONT. wl 10d COMMONS AT 16' D.C. PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES ;i/,/ HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO CONT. w/ 10d COMMONS AT 16' D.C. MIN. ADDIONAL 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.0 - CENTER ON BOTTOM (1) SIMPSON LSTA18 AT 3' D.C. ALL AROUND HEADER CENTER ON HEADER. OPENING CONNECT WALLS PER W10 DETAIL STRUCTURAL SHEATHING PER PLAN INTERIOR NON -SHEATHED WALLS (ON OPPOSITE SIDE OF WALL) DOUBLE SILL AS REQ. FOR 2x STUDS AT 16' O.C. SHUTTER ATTACHMENT 2x STUDS AT 16' D.C. SHEATHING PER PLAN 0 EXTERIOR — WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) EDGE NAIL SHEATHING (1) SP4 TO KING & JACK STUD U.N.O. - PER PLAN EDGE NAIL SHEATHING PER PLAN I ;> - - - - - NOTE:- FOR EXTERIOR BEARING WALLS ONLY YPICAL FRAMED BEARING WALL y EBAR, CONT. IN I BEAM BEAM PERPLAN EBAR VERTICAL ED 25, MIN. U.N.O. EBAR VERTICAL IN I FILLED CELLS, PLAN). EBAR VERTICAL ED 25' MIN. U.N.O. CLEAN OUT AT ALL D CELLS. FOUNDATION PLAN DETAILS FOR FOOTING 'ORCING. IV U%F ki irIWAL) W19 IYP I CAL.F1.LLE_DC ELL DETAIL SM MM PER PLM Jr SOS M 0 Ir ac- STAGM EO SIDE OF POST (RESIXM IN 117 0.11 UD 01M PER PLM MALL SPM) 4-At r4 It S' MS Sam 5-Alf x Ir SDS SNE 6-PLY.- x Ir SDS 0M 7-PLY- X x Ir SDS SDM C516 OR EQLIV. (MP, WX AM 80TO) Dd fts I r 0.11 I PL� (2) 10d NAS I Ir O.Q (EO PLY) Psmy MEW WWI Milo �STLID PACK DETAIL FIX (4) MLY a? MOW SW CMIUMS LINTEL PER PLAN - HEIGHT MAY VARY FROM DRAWING 3 LY SCALE: NTS ROOF SHEATHING PER PLAN TRUSSESPERPLAN BOX HDR. TO BE HELD FLUSH BOTTOM OF LINTEL - FIE-11) FIR ABOVE AS NECESSARY TRUSSBOTTOM CHORD PER MANUF. 0 2e D.C. EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM OF HEADER PER PLAN HEADER PER PLAN, (2) PLY MIN, ADD JAcKAING STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL AS REQ. FOR SHUTTER ATTACHMENT EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3' D.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT ::_::-I:7La_ z-A I - LL - _j _L - - - - - - NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROMAPPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAX I MUM LOAD (PUF) APPROX. LINTEL LEN GTH MAX. CLEAR OPENING TYPE A 8" LINTEL 8"TYPEB 8" TYPE C 12�:TYPEB 114��TYPEB** 12 TYPE C 14 TYPEC**1 16"TYPEB 16"TYPEC 20:: TYPE B 2fTYPE B 24'TYPE C 28" TYPE B 28" TYPE C 32" TYPE B 32" TYPE C 2-10" 1'6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 - 3' 6" 212" 2231 3M9 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 4-0" 2-91 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" 3'411 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 5 -4-1 41011 1 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5.10.. 4-6" 860 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 6-6" 512" 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 1729 2108 2632 M98 5661 4742 5501 8' 4" 7' Y' 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 2%4 3387 101 6" 91211 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 1 N/A 1533 2093 2781 2259 2615 11-4" 10.0.. 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12'0" 10-8" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1694 2193 2805 3552 121611 111211 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 7W 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* 2188* 2662* 15-411 14-0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 17-4" 16-0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19-4" 18.01. N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 420* N/A 750* 9r" 1177* 1415* 1676* 21V 0-1 1818" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 340* N/A 598* 845* 1114* 1345* 1468* !S ME8" W/2" RECESS UAINTELS LeAESTRIESSED Unfilled no Rebar, Type B Continuous Grout, Steel per Plan in Bond Beam OnIV; TVpe C Continous Grout, Steel per plan in Bond Beam & Lintel fill 2X12 BOX HDR. W/2x8'S TOP & BOT. FASTEN w/10d X 3" NAILS 0 6" O.C. 2x8 TO 2x12 PT 2x12 AT WALL TO BE FASTENED TO PRECAST w/ (2) ROWS STAGGERED OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. S.G.D PER PLAN, INSTALL PER MAN. SPECS. G.D. DETAIL C) C'4 =o C14 RE C_.) co .15 tj 9 Q) U r_� cn tPulteGrouir "4151 1 1 0 44 CD as 00 *--� -1c Qj r_�4 ;6_4 0 'cq4 C%s wr% �z$-4 0 �8 M rPRODUCT MANAGER - - - - R70 I U = I RELEASE DATE: XX/xx/xxxx PROJECT TYPE SPECIFICATION LEVEL Mte j 1PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.2 STRUCTURAL SHEATHING. — REFER TO STRUCTURAL SHEETS FOR NAILING do OTHER REQ. PER ELEV. FLOOR JOIST OR TRUSS SYSTEM do DIRECTION PER STRUCTURAL INTERIOR (2)2x6 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' O.C. STAGGERED INSULATION AS PER SPECS. 2x LEDGER ATTACHED TO (2)2x$ HEADER W/ 10d NAILS 0 6' O.C. STAGGERED PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. STRINGERS TOE NAKED TO 2x LEDGER W1(4) 10d NAILS SHINGLE (OR TILE ROOF PER SPEC) — TRUSS STRAP PER STRUCT. DETAILS 2x THRUST BLOCK W/ (3) 1/4-9 3/4 TAP= TO SLAB OIL TOP OF WALL (REFER TO ELEV.) 0'-0- FASCIA PER COMMUNITY SPEC SOFFIT do OVERHANG PER SPECIFICATIONS 2x THRUST BLOC( W/ (3) — 1/4'X2 3/4' TAPCONS TO SLAB REFER TO 2ND FLOOR JOINT DETAIL RIM BD. OR TRUSS PER O'-0` STRUCT. OL TOP OF FLOOR (REFER TO ELEV.) TOP OF CMU (REFER TO ELEV.) BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS (2)2)m HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' O.C. STAGGERED 2x LEDGER ATTACHED TO (2)2X8 HEADER W/ 10d NAILS 0 6' O.C. STAGGERED SIIiNGERS TOE NAILED TO 3 LEDGER w/ (4) 10d MAILS. T%lni^ A 1 119r A in 11rT • 11 A CLG. JOIST 016' D.C. ac JOIST 016' OLC. ELEV. PER PLANS (2) 2x6 HEADER SUPPORT NTH KNEE -WALL OR (8) 16d NAILS INTO SM 0 WALL STAIR LAND I G ELEV. do SIZ PER ARCH. PLANS 2x LEDGER ATTACHED TO (2)2x8 2x6 LEDGER SUPPORTED BY ONE OF THE HEADER W/ 10d NAILS 0 6' O.C. FOLLOWING STRUCTURAL SIPPORIS: STAGGERED a KNEE WALL BELOW (JOIST HANGERS NOT REQUIRED) SECURE 2x6 FLOOR JOISTS 016' O.C. TO b. (3) 15d NAILS INTO EACH STUD HEADER w/LUS26 JOIST HANGERS ■/(4) (16' O.C. MAX) 10d TO JOIST s (6) 10d TO LEDGER c. (2) X x 2 W CONCRETE SCREW 0 It O.C. TO MASONRY GRASPABLE HAIORAIL; 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 MAMNG PER MMNF. RECOMMENDATIONS SEC710N ,/2• wll RETURN HANDRAIL INTO 1X BACKER BD. PLAN IF USING PREMANUFACTURED STAIRS, FOLLOW THE DETAILS PROVIDED BY THE MANUFACTURER. 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/(2) 16d NAILS 016'O.C. 23/32' FLOOR SHEATHING NAILED w/8d NAILS O.C. 0 EDGES do If O.C. FIELD NAILING (MIN) 2x BLOCKING 4'-0' O.C. FOR TWO BAYS NAIL FLOOR SHEATHING TO BLOCKING w/ 8d NAILS 0 4' O.C. TRUSS PER PLAN SHEATHING PER PLAN META16 ANCHOR 0 24' O.C: STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOG CONECTIOIN, SEE PLAN FOR ATTACHMENT DIAG. REO. 0 BLOCKING. NAIL w/ (2) 10d NAILS 0 E.E. FIELD FRAME 20 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS 016' O.C. w/ (2) 16d NAILS 0 EA END NAILING PER DETAILS 8' KNOCKOUT BLOCK w/15 CONTINOUS BAR GROUT SOLID 8' CMU WALL OR POURED CONC. WALL, SEE PLAN FOR VERT RENF. OOR TRUSS/JOIST TO MASONRY WALL H10A 0 EA. TRUSS w/ (18) 1061-1/2' NAILS TRUSS BOTTOM CHORD — SP2 w/ (12) 10d NAILS TO EA. STUD. INSTALL ON OPPOSITE SIDE IF CONFLICTING w/ HIOA 2x STUDSO 16' O.C. SP1 w/ (10) 10d NAILS TO EA. STUD — 23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' O.C. 0 EDGES do 12' O.C. FIELD NAILING (TIN) TRUSS/JOIST PER PLAN SHEATHING PER PLAN SP2 w/ (12) 10d NAILS TO EA STUD. FL1C DOUBLE TOP PLATE NT. 2x PLATE w/2-16d NAILS 0 241C. 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/2-16d NAILS 0 EA. JOIST 23/32' FLOOR SHEATHING NAILED w/8d NAILS O.C. 0 EDGES do 12' O.C. FIELD NAILING (MIN) TRUSS PER PLAN ---� SHEATHING PER PLM—/---� META16 ANCHOR 0 EA TRUSS OR 0 24' O.C. TO STRUCTURAL RIM F JOISTS ARE USED FL2 LSTA12 0 EA TRUSS VERTICAL — BEND 0 BOTTOM PLATE FIELD FRAME 2x4 KNEE WALL OR PRE—ENG FLOOR TRUSS, STUDS 016' O.C. w/ (2) 16d NAILS 0 EA END LSTA12 0 EA TRUSS VERTICAL —BEND 0 BOTTOM OF TOP PLATE FRAMED BEARING WALL SEE PLAN AND WIO DETAIL LOOK TRUSS/JOIST TO FRAMED WALL WITHOUT SHEATHING LOOR TRUS; 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/#i CONTINOUS BAR GROUT SOLD 8' CMU WALL, SEE PLAN FOR VERT RONF. iT w/LET-IN ON MASONRY WALL STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED 0 EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SIEATHIING IAIL SHEATHING TO BOTTOM 'HATE AND BEAM OR ORDER WITH HORIZONTAL IAILING PER DETAILS YLMI MA 1 LWI, 11%V.7J GIRDER � , Q �2-STORY CONNECTION � BEAM 1 LV 2x STUDS 016' FLOOR SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION MA15 MAY BE USED 0 EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING NAIL SHEATHING TO BOTTOM SEE STRUCT. DETAILS FOR TRUSS/JOIST PER PLAN PLATE AND BEAM OR GIRDER IM1H HORIZONTAL VARIATIONS SHEATHING PER PLAN NAILING PER DETAILS Q'—Q" TRUSS/JOIST /TOBEAM PER MANUF.F. GIRDER BEAM OR BOOR TRUSS olbFINISHED GRADE FL9 MONOLITHIC FOUNDATION, SEE 2-STORY CONNECTION @ BEAM STRUCTURAL DETAILS FOR WIDTH, DEPTH do REINF. REO. W31 TYP. 2-STORY WALL 3 0 0 O0O Fieldstone�c.!�ec��/ 4RCIffrECrUM ddENd:NEEMNG•'�jGENS�c '•��'i C.O.A,/ ARCHITECTURE: AA26002802 Q •, f✓ i N C.O.A.T ENGINEERING: 29349 '• +� N 3400 AUBURN RD., 200 �;Z N A L,M 48326 (248) 622-4935 y THOMAS A. 1NEBER, PE � �cc �+ P:E# 73242 FLORIDA i CT P.E.4 76785 €LORIDA -i� � F4ORl0P', ••' C�� ` a' BRIAN C. FRESDNKE, PE ���'.,. 3T OF ■ IAN P. MCCULLOUGH., PE 8/24/20 /� ss •''""'''G� `s P.E.1 80956 FLORIDA DATE '��/ jONA�. 11 01 0 a 0 N 0 N 0 U 0MM 45 00 O o� VJ \ o A� �"'aI N W V� co o �L 0 •o 41 N as *PulteGroulr PRODUCT MANAGER IRELEASE I DATE: xx /xx /xxxx inkle Fan i SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMB -i 2117.501 SHEET Q4.3 U