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HomeMy WebLinkAbout36947 Highland Meadows Ct1"I Iiruii r 1 II 1 I -! - rl 1 I' I" 'Il 1 I r'1 I Iff k i t i I Mtn tit I! " IR11 II'I �.f i I tx I t tr.{ la Itnlr f �, i n m � t s u ��nii n .ta F 1 it APPLICABLE CODES THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL -2017 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB 3 v U 0 0 CD GENERAL NOTES WIDTH DEPTH 40'-0" 64'-8" LOT SPECIFIC AREA TABLE Description TOTAL :CONDITIONED SPACE CMU-1ST FLOOR BASE PLAN CMU-2ND FLOOR BASE PLAN :NON -CONDITIONED SPACE 1651 SF 1243 SF 2894 SF CMU-COVERED LANAI 260 SF CMU-FRONT PORCH ELEV FM1 OR C01 OR MD1 33 SF CMU-GARAGE 2 CAR 416 SF 709 SF 3603 SF LOT SPECIFIC OPTION SELECTIONS onTiguration L;noices :)t Setback Choices rst Floor Plate Height levation Choices itchen Layout Choices 'hitestone o Setback '-4" Plate Height lorida Mediterranean (FM1 ndard Kitchen Layout 1 Laundry Layout Choices Launary Koom Layout z (Stand Alone Sink) Exterior irs oor WallCMU Exterior Wall or z�econa rioor wa 4 Exterior Wall Additional Hose Bib Location (Rear Flex Room Ceiling Choices IFIlat Ceiling Flex Room Choices Flex Room Flex Room Door Choices Opening Garage Bay Choices 2—Car Front Load Garage Handing Garage Left Garage Water Heater Choices Electric Water Heater Garage to House Entry Stepped Entry Owner's Bath Layout Choices Layout o VUaiK—in Knower (Recessed) Owner's Suite Ceiling Choices Flat Ceiling Rear Living Area Patio Cover Covered Lanai Choices Bath 3 Shower Choices Tub Shower Combination Gathering oom Ceiling Tray Ceiling Choices Gathering Room Door Choices Pocket Sliding Glass Door Loft Ceiling Choices Flat Ceiling Wind Speed Choices Wind Saeed 140 i SHEET LIST TABLE Sheet Number Sheet Title �0,01 Cover Sheet GOr02 General Notes Al .1 1 1 st Floor Plan A1.21 2nd Floor Plan A2.01 Front Elevation & Details A2.02 Side &c Rear Elevations & Roof Plan E1 .1 1 1 st Floor Electrical Plan E1 .1 2 1 st Floor Electrical Options E1.21 2nd Floor Electrical Plan E1.22 2nd Floor Electrical Options P1 .1 1 1 st Floor Plumbing Plan P1.21 2nd Floor Plumbing Plan S0.1 Cover Sheet S1.0 Foundation Details S1.1 Foundation Plan S2.1 Wall Base Plan S2.2 2nd Floor Wall Plan S3.1 Framing Plan S3.2 Framing Plan High Roof S4.1 Roof Details S4.2 Wall Details S4.2.1 Wall Details S4.3 Floor details LOT SPECIFIED PLAN INFORMATION .Customer Name * Market Home *, 6871— 00201 Address 36947 HIGHLAND MEADOWS COURT ZEPHYRHILLS JFL 33542 Community 6871 OAKS OF PASCO 6871-00201 ---- Uzi r VVi T H P,REVAIL1NC3 E H' A "Z iLLS REVIEW DATE CITY O jE}dry`p :u PILAN EXAMINER c� N 0 � OM �. N co L 00 CD � o Q a� 4� c� V� � I~ Cn C) d� N rtC) IrPulte& N,: O oM O a � w � N > c M- FJ-�1 d o � W => �C v-r rr-i O PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Sinkle Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET \i GENERAL NOTES GENERAL NOTES VENTILATION / ATTIC ACCESS — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — DO NOT SCALE DRAWINGS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES VENTS ONLY PER R806.2 — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — MIN. NET FREE VENTILATION SHALL BE 1 /300 OF THE AREA OF VENTED SPACE WHEN USING A UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 DRYWALL — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC — 1/" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS TERMITE PROTECTION LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING ACCESSIBILITY — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29"-CLEAR T. Pulte rou SHALL BE ISSUED TO THE BUILDING DEPARTMENT — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER P— TREATMENT THAN 30 SF o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS INSPECTION FOR TERMITES o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF REQUIREMENT. o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS THE ROOF FRAMING MEMBERS o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES o MIN. ATTIC ACCESS SIZE IS TO BE 22"x3O" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC POCKET DOOR SPACE SITE ADDRESS FIRE—RESISTANT CONSTRUCTION — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY EXTERIOR THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR — WATER RESISTANCE A 20—MIN. FIRE —RATED DOOR GUARDS AND WINDOW FALL PROTECTION o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A — 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 — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS GRADE WITHIN 24" HORIZONTALLY OR A.F,F. ( ) — ��" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. —GUARDS SHALL BE MIN. 36" CEILING WITHOUT HABITABLE ROOMS ABOVE ■ THIS IS NOT REQUIRED OVER CMU — 5/8 TYPE X GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE — FLASHING OF THE STAIRS o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER — GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE R703.4 — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED — EXTERIOR PLASTER — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 OR ASTM SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS STAIRS C1787 AND R703.7 — MIN. CLEAR WIDTH 36" — LATH WINDOWS/DOORS o HANDRAILS SHALL NOT PROJECT MORE THAN 4 Y2" ON EITHER SIDE OF THE STAIRWAY o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — MIN. HEADROOM 6'-8" OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 �/" LONG, 11 GAGE NAILS HAVING — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 —MAX. RISE 7-3/4" A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. o () DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS — MIN. TREAD DEPTH 10" o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND — HANDRAILS MIN. 20" D o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), o 34"-38" ABOVE SLOPE PLANE corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/ o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44' A.F.F. inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE THAN FOUR RISERS with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 PATH WITHOUT GOING THROUGH A GARAGE 1 1/"-2" GRIP SIZE OR GRASPABLE FINGER RECESS inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES o exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. o MIN. HEIGHT 78" ELECTRICAL — SIDING o FINISHED FLOOR SHALL BE MAX. 1 1 /2" BELOW TOP OF THRESHOLD — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS o IN EACH SLEEPING ROOM — MASONRY — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 o OUTSIDE EACH SLEEPING ROOM o BRICK IS TO BE INSTALLED PER R703.8 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o ON EACH ADDITIONAL STORY o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 o FIXED AND OPERABLE PANELS IN DOORS o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED SHOWER ROOFING POSITION — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER — UNDERLAYMENT R905.1.1 underlayment for asphalt, metal, mineral surfaced, slate and slate —type roof ■ GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS coverings. POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS o Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate o WINDOWS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED and slate —type shingles, and metal roof panels shall comply with one of the following methods: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE " A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR over the entire roof. WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE " A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM • BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED D1970 or a minimum 3-3/4 — inch wide strip of self —adhering flexible flashing tape + THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI complying with AAMA 711, applied over all joints in the roof decking. A felt underlayment AND CIRCUIT BREAKERS OR RECEPTACLES complying with ASTM D226 Type II, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN underlayment meeting the performance requirements specified, is required to be applied over KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS the FBCB for fastener type and spacing). o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND ■ Two layers of felt underlayment comply ASTM D226 Type II or ASTM 4869 Type III or IV, or ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT two layers of a synthetic underlayment meeting the performance requirements specified, SURFACE — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE lapped and fastened as specified. ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING — FLASHING R903.2 FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o WET AREAS o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT shall be installed in a manner that prevents moisture from entering the wall and roof through TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS joints in copings, through moisture permeable materials and at intersections with parapet walls and LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. other penetrations through the roof plane. SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 WOOD — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 INSULATION MO cn rM� W M 0 0 UO) .o CXD Q � N a� � N U � 'o w o� N � tPulteG'roupr PRODUCT MANAGER RELEASE DATE: XX XX XXXX REW DA D6CRPIDN PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 I ET G0,02 a �c FIRST FLOOR PLAN A0'_n" LEGEND MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN ,h FI FV. ELEVATION INDICATOR - ELEVATION NOTED IS �- RELATIVE TO FINISH FLOOR DATUM = D'-0" DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-114Y DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. 12:F CEILING TRAYS ARE TO BE RECESSED INTO THE TRAY UP TRUSSES 12" U.N.O. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -2x4 WALLS ARE DRAWN 3 1/2" THICK -2x6 WALLS ARE DRAWN 5 1/2" THICK -8" BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING FURRING NOTE TO FRAME: -ALL UNRESTRICTED DOOR OPENINGS TO BE FRAMED 5 1/2" FROM INSIDE CORNER. -U.N.O. RESTRICTED DOOR OPENINGS SHALL BE CENTERED IN THE SPACE. o C-/ 00 VJ � O O 00 n�I i4 V� cQ bA � ct� AL lffpultefl'il PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL I Pt lte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.11 SCALE 1 /4" = l'-O" (NOTE: SCALE 1 /8" = 1'-0" ON 11xl7 PAPER STAIR CALLS. FLOOR TO FLOOR HT. 10'-8 J/4" RISERS 17 @ ±7-9/16" TREAD 17 @ 10" NOSING 1" HANDRAIL GRASPABLE 1-1/2" MIN 1 1/2" MIN. HANDRAIL; 1 — RETURN 1/4" MIN TO HANDRAIL 1-1/2" MAX INTO1X 00 DIAMETER L-3 PLAN BACKER BD. SECTION STAIR DIAGRAM 10" TREAD w �Tp/jiGF� I' NDSING s en OQ n Ln �M W J W V� .O WlJ 0 lmmmq MF& AkPultsGroupr O N C14 O � 00 N o � � as P4 a.� O Q Z � M N PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.21 W 'd- :-- 2ND LR. ik 8'-0° T.O. WDW 8" LAP PER SPEC FRONT ELEVATION SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = l'-O" ON 11 xl7 PAPER) oil oil oil oil oil 11111 oil IN E F G PER ELEVATION \ 112' T z Q J CL � W d z J d � W � cJ 8" COLUMN DETAIL SCALE: 1/2' = 1'-O" U-0' F.F. �- A IKIM MHItKIHL FRAME FRIEZE BANDING DTL SCALE: 1/2" = 1'-0" 5/4"x4" SMOOTH TRIM MATERIAL 5/4"x4" SMOOTH TRIM MATERIAL 5/4"x4" SMOOTH TRIM MATERIAL c TYP, FRAME N EAD E RI SILL DTL. SCALE: 1/" = 1'-0" f N f- 4" TRIM DETAIL SCALE: 1/2" = 1'-0" FRIEZE BANDING DTL SCALE: 1/2" = 1'-0" 4" +1/2" SILL DTL_ N GARAGE DOOR 4" TRIM DETAIL SCALE: 1/2' = 1'-0" O M i ro 00 M V J ~� � � O O 00 W V� c� N � tpu it ecuo o PRODUCT MANAGER RELEASE / IIATC. VV /VV /VVVV PROJECT TYPE I Sincrle Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET JUN -ATTIC VENTILATION ZONE 3- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT, SQ. IN. % FT. SO. IN. 34 4896 0.113 16.320 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS OF SQ. FT. SQ. IN. LIN. FT, 0 0 0 0.113 16.320 3 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SO. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY ROOF PLAN SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-O" ON 11 x17 PAPER) D FL TRUSS 1ST FL PLATE HT. FINISHED SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) 00 03 00I -ATTIC VENTILATION ZONE 2- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ, FT. SQ, IN. SQ. FT, SQ. IN, 1 D72 154368 3.573 514.560 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) 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 SO. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY -ATTIC VENTILATION ZONE 1- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT, SQ, IN, SQ, FT, Q. IN. 1255 180720 4.183 602,400 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SO. FT. SQ. IN. SO. FT. SQ, IN. LIN. FT. VENTS 1.673 240,960 2 2.510 361.440 59 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 % FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY Im L7; i lilill Of I. GRIDS PER LopT. 4° BANDING COMLIUNn SPEC (+1/2"), TYP. REAR ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) SIDE ELEVATION SCALE 1/8",= 1'-0" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) O 4p c-/ /r__q W �� �� r1.�� v J O => 1� 'w^ u , � N `4 M r -5 � 'O w cz N as 111pulteGmup- PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET e 1 "002 FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-0" ON 11x17 PAPER) ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER O/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 0220V STANDARD AFCI 220 OUTLET ODW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT F0- LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT P - LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 4 EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48' FLUORESCENT > OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR ID EP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT © THERMOSTAT -EPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET XY GARBAGE DISPOSAL CHIMES E�5 DOOR BELL CHIMES (GFCI PROTECTED) ally GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV M DIA MEDIA /SWP BOX It DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18' AFF STANDARD RECEPTACLES EXTERIOR 18' AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER � 2" PVC CONDUIT � 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP 0 COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWTCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL krrr) 313 ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS -To--r L I - �D 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TD SCALE ALTERNATE �? e�>7 a� M VJ � O 000 CIA U� O � r-I N � *PutteGkoup- C-4 O � ao N u cn �-+ U � o W 0 O o � W au w o C1) PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1,11 OPT FLOOD LIGH- J _ 4, 0" T2'- 61, 2'-61, CD ,6* - OPT. OPT. "OWNER'S SUITE CID - R� OPT. OPT, o ,f � f I 1 ° ------------------------------------------------------------------------- COVERED LANAI I R R -�-' R OPT. - <'; OPT. OPT _ �' OPT O ./ \V - \\` 1 `V --- - I--- -------4,_O„ 4'-4 1/2" 4 0„-- -- -- --4 0" I ' 1 I — — — — — — — — — — — — — — — — — — — -J 4-0 3-10 343-7 4'-0 CV G THERIN ROOM N co ---- ---- CAFE 00 -- - - *R OPT. OPT. I OPT, OPT. I O n i � r` TDT. FLR. OUTLET I � OPT. 13'-11Y" OPT. I� 1� 9' 1 1/2" I I II /� II O STO ----- ---- - I OPT. - ------ OPT.. I , , 0 o I I i � I I I III I ADD ADDITIONAL U. CAB LT. FOR ENT. ,u','ROD I ==�IA 1 0 WIC ENTRY I II I I II I I II I I II I O I 2 CAR GARAGE f � w 48" ------------ - ' 48" OPT. , I GF o T. COACH LIGHT FOYER FIRST FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) PKG. OPT i OPT70� U( L� I ONT I I I f3] ¢ v, I i i PI1 I I ? OPTIP, �`� a' I I i J �`----- ml —rP Pa , I ° i, I I cV H, OI J --�Ph(OPT I J ` I KITCHEN------- -- F— P 2'-8 1 /2" 2A 1/2" I 1 I OPT. ' OPT. FL1Y,\ I I` N ;31 t; CD o0 v 4 ` �R R� OPT. I TO SWITCHED GFCI'S ABOVE IN SOFFIT OPT FLOOD LIGHT 2'-0" TYP. SPACING METAL STUD, TYP, 2x4 WOOD BLOCKING INSIDE METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE, TYP. d TYP?' SPACING END NAILS, TYP. WOOD BLOCKING STACKED BETWEEN BLOCKED METAL STUDS METAL STUD, TYP. WOOD BLOCKING INSIDE--\,/, TOP OF METAL TRACK, FROM STACKED 2x6 WOOD STACKED BOTTOM PLATE TO TOP BLOCKING BETWEEN BLOCKED PLATE METAL STUDS, TYP. END NAILS, TYP. 7 110V DUPLEX OUTLET CHASE OUTLET Q LOCATION LOCATION N f7 Li ,i +I 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING SCALE: N.T.S. ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SW TCHED (TAMPER RESISTANT) #GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OW/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ODW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWTCH = 3-WAY, SWTCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT F0- 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) 4 EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT ^ n� OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE �> SMOKE DETECTOR CEP ELECTRIC PANEL QS (AFCI PROTECTED) SMOKE/CARBON Et ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) © THERMOSTAT EMERGENCY LIGHT -EPB PUSH BUTTON TELEVISION OUTLET SWITCH CHIMES TELEPHONE OUTLET /O/ GARBAGE DISPOSAL E DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER MEDIA MEDIA /SWP BOX DATA/TV It 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 3211 AFF MICROWAVE / RANGE HOOD 7811 AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN M CIRCUIT BREAKER #4� OPPVR 2" PVC CONDUIT 2-2/0 COPPER OR 2-4/0 ALUMINUM PVG 1-1/0 COPPER 1-3/0 ALUMINUM -I I ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT DISCONNECT SWTCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL hirR 11 313 ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS -To-T L . . I - O� 11#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE Q O O a� M �00 O iH A� i4 +Q Urr o � w 0 too N � liPulteGroup- T-4 O O cn � O N Q VE"{ cn r , O 0 O M � PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Sin le Famil SPECIFICATION LEVEL Mte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1,12 PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Sin le Famil SPECIFICATION LEVEL Mte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1,12 N W F SECOND FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) OCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 0220V STANDARD AFCI 220 OUTLET O DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF L� LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) Q EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48' FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR M= EP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON Et-Ll ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCl PROTECTED) EMERGENCY LIGHT © THERMOSTAT APB PUSH BUTTON 07 TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ GARBAGE DISPOSAL CHINES E° DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV �E is MEDIA /SWP BOX It DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18' AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4� OPPVR �2" PVC CONDUIT IL 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP 0 COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I �D 11#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O O c� o O c00 `r Q) U .O CIS bb 0 �: •5 N ca PRODUCT MANAGER RELEASE DATE: XX XX XXXX KV4 DATUDESUMN PROJECT TYPE Single Family SPECIFICATION LEVEL Mte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1*21 F L WIC 1 I 1 I 1 I 1 1 1 i I I 1 1 I � 1 1 I I I I I I I 1 I I 1� i I 1 1 5'-6 1/2" 5'-6 1/2" OPT, LO OPT. I I > I I � N 1 OPT, OPT. 1dO A' M0PT. TV BEDROOM 4 1 I I I I 3'-8 1/2" ----"3'-8 1/2„ n L OPT BEDROOM 2 3'-1 1/2" 3'-1 1/2" OPT. �' <' '> ' OPT. -- ---- i I OPT, [Ty; ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER *P/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0" LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD H@ LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT 1,R,r LIGHT FIXTURE - LED DOWNLIGHT fi/Pa- LIGHT FIXTURE / VAPOR PROOF ` LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) ® EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR O EP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON E'CE�Ll ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR(AFa PROTECTED) I� EMERGENCY LIGHT THERMOSTAT -EPB PUSH BUTTON TELEVISION OUTLET SWITCH CHINES TELEPHONE OUTLET /4/ GARBAGE DISPOSAL° DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER EDIA MEDIA /SWP BOX DATA/TV It 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 3211 AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER — 150 AMP 42 CIRCUIT MAIN — — METER CIRCUIT BREAKER BEDROOM 3 #4 COPPER 2" PVC CONDUIT 0 1/2 PVC 2-2/O COPPER OR 2-4/0 ALUMINUM OPT. PVC 1-1/0 COPPER 1-3/0 ALUMINUM WIC .ci- -� OPT. ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE I IN SOFFIT / WP/GFCI OPT. TV —� �N, , SWITCH BELOW IN SOFFIT WP/GFCI---------------------------------------------------- - ------------------ " SECOND FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) 15D AMP COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 2DO AMP ELECTRIC METER IN NEMA PANEL W rID 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I 11#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE 6 r� Q� M VJ �00 iN CN V� M r i�-I cCi O t� bJD S3, Cn N PRODUCT MANAGER RELEASE DATE: XX xX XXXX DATE DESCRPIA7N 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 FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = l'—O" (NOTE: SCALE 1 /8" = 1'—O" ON 11xl7 PAPER) c-/ V 45 00 ♦ O O o4 inH U� c� O � w � 'd N � lipulteGroup". O N !"41 O 00 LV G� cn �D 0 w o m r-+ PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL f Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117,501 SHEET pioll THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY 5'-3%I' I I I I I L x I I I I I I I I I I 1 I I cV WATER CLOSET PER SPEC 0 VANITY LAV PER SPEC IF, I F SECOND FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-0" ON 11x17 PAPER) 0 M a VJ � O O 00 n� G31 W U� '5 N � llbulteGroupr O CV OO �fl N Z O o � c �--� Q C) w a� Q o � Z '►Z,' c n N PRODUCT MANAGER I RELEASE I DATE: xx /xx /xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET P1,21 A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 7th EDITION, 2, DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOW ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE ETC. 4, THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPDNSIBIUTY OF THE CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS, ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACKCHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE. 5, ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE. 6, ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-POSITIVENL06: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLDDE 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 ____________ 1D.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 WE WALL 18,0 PSF INTERIOR WD WALL ____ 7.0 PSF STAIRS/LANDING ______ _______ 40.0 PSF WIND SPEED PER ASCE 7-16 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LQCATTON) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE "C" C 1. 2. J. 4. 5. 6. D. 1. 2. 3, 7. 8. 9. 10, 11, E 1. 2, 3. 4. 5. 6. 7. a. 9. 10. 2, ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. FOUNDATION: FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 20M PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. ALL HILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8 CONFORM TO ASTM D 1557. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEDTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET, FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEDTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED, MAIIIFMBIININ CONCRETE SHALL CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS, DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK FILL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER % OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332, SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS, IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT DR TOOLED IN THE SLAB A MINIMUM OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5" SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN B01H DIRECTIONS CONTRACTION JOINTS IN A 4.0" SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.441.4 WELDED WIRE REINFORCEMENT FABRIC (WWM), c.} MICRO- OR MACRO SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE Y2' TO 2 X 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 CI116 WHEN REQUESTED BY THE BUILDING OFFICIAL. MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (t'm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8" x 8" x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S" OR Y. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT, VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0' U.N.O, REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.D. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL. SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS, REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA, MINIMUM ACI HOOK #4 20" 3" 10" #5 25' 3-3/4' 10' #6 1 34" 4-1/2' 11" #7 42" 5-1/4" 13" F 2. 3, 4. 5, 6. 7, REINFORCING STEEL: 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, BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES, 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, FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8' -3/8' d>=8 in +/- 1/2" -1/2n TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2" G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT, ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NOS. 2, EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 2x4 (MIN) SPF DR SP NUMBER 2 OR BETTER @ 16' O.C. FOR WALLS 9'-5" OR LESS. F 0 S NUMBER 2 OR BETTER @ 16" O.C. MAX. (U.N.O.). 3 INTERIOR LOAD BEARING WALLS SHALL BE 2z4 SP R P U ( ) 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 2x4 SPF, SP, OR METAL STUDS @ 24" O.C. MAX. 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 24 STUD WALL PROVIDE: (1) 2x4 KING STUD AND (1) 24 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 26 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 Y" TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8" O.C. FOR EACH, U.NO. 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. It ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL. TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. H. PREFABRICATED WOOD TRUSSES: 1, THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS, 3, TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERNSE NOTED. CONVENTIONAL FRAMING SHALL BE 16" (INCHES) O.C. MAX. OR AS OTHERWISE NOTED, G 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 0 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. PRDVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 8. ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP), THE GRADE SHALL BE DETERMINED BY THE DELEGATED TRUSS ENGINEER 9. ALL TRUSS-TC-TRUSS CONNECTIONS, BOTH GRAVITY AND UPLIFT, ARE DELEGATED TO THE TRUSS SYSTEM ENGINEER AND CALLED FOR ON THE MANUFACTURER'S LAYOUTS. 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'z0.229' PLATE WASHERS 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' 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON `11TEN HD" 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' OR SIMPSON 'AT-XP' 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" b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON `TITEN SCREWS' 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET. THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET' 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'EOGE DISTANCE. b) 1/2" DIA. SIMPSON 'TITEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALUNG ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9. PRE -APPROVED SUBTITUTIONS FOR 1/2" DIA, CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2" DIA. SIMPSON `TITEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4"EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2" DIA, F1554 GR. 36 ATR W/ NUT & 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 M' 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. 1. K 1. WOOD STRUCTURAL SHEATHING: SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. FIELD REPAIR NOTES: MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A %" DIA. HOLE 6" DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36" LONG #5 REBAR WITH SIMPSON TYPE "SET° EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12' LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. IF THE WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX, 16" HIGH AND 4" WIDE AT THE FLOOR. DRILL HOLE AND INSTALL A 32" LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM, FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. 2, MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS. 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-Y4' FROM ANY EDGE FOR Y2' BOLTS AND 3 -)� FOR %- AND r BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5" MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24" TO 16"). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM /' x 6", OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE "SET" EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6" MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 3, MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL IN THESE DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESS THAN 1 1/2" FROM THE FACE OF THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3" NAILS). WHEN GAP IS GREATER THAN 1 1/2', INSTALL NEW ANCHORS. 4. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY r OR LESS, NO REPAIR IS NECESSARY, 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN 918' AND 1 ),2", GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 r, CONTACT THE E.Q.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS (1-3/8'FOR A 2X4 STUD OR 2-3/16-FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS (2-1/8'FOR A 2X4 STUD OR 3-5/16-FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4'X1-1/2' SDS SCREWS. FOR MULT1-PLY 2X STUDS USE HSS2-'#'-SDS3 WITH (12)-1/4'x3'SDS SCREWS, MERL'FCORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY, 6, NOTCHED TOP/BOTTOM PLATES a. FOR PLUMBING/MECHANICAL UTILITIES A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2-WOE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) 15 CLOSER THAN 1-1/270 THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1-FROM THE EDGE OF THE PLATE. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS 2-ABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2-BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTILIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3' WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) L, JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7" ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1, 2. SOFFIT, OTHER THAN THE EXTERIOR GRADE SOFFIT BOARD OR SOFFITS USING HIGH -RIB METAL LATH AND STUCCO, SHALL HAVE THE PRODUCT APPROVAL NOTED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS SUBMITTED. ALL ALUMINUM DR MNYL SOFFITS SHALL MEET OR EXCEED THE REQUIREMENTS NOTED ON THIS SHEET IN REGARD TO DESIGN PRESSURES. ALL ALUMINUM MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO COMPLY WITH THESE MINIMUM DESIGN PRESSURES. INSTALLATION IN ACCORDANCE WITH THESE REQUIREMENTS WILL COMPLY WITH R703 AND R704. ALL VINYL SOFFIT SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND R704. � 1 DESIGN PRESSURE CALCS Positive DescriptionWidth Height Effective Pressure Pressure; .� kea IIr Ir 1 I pl II ru IIIIVII rr 11 ri,�l� � � �' r! III, • 1' IG. DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS 0Fieldstone C.O.A# ARCHITECTURE: `V AA26002802 NO. 860 C.O.A.# ENGINEERING: 29349 ■ BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE Q E OF P.E.#80956 ��� .!rtOR1DQ'. N' 08/23/2021 '"'/;'/1ONA1- DATE SIGNED �0111111W,` O 00 om � O 00 n� � N u c� 0 4_0 N � tPulteb'MUT, PRODUCT MANAGER RELEASE XX PROJECT TYPE I Sm* ele Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SO.1 (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 OIL 4-0" SLOPE FINISH GRADE CXD �411 MONOLITHIC FOUND. FOUND, PAVERS C PAV ' PER SPEC CONCRETE FOOTING ' W1 (2) 14 DIA. RODS w/REBAR AS NOTED CONT, ON CHAIRS 9" STARTER - *0 ,TER : - 41 ON FOUNDATION PLAN COURSE (IF REQUIRED) PER PLAN 1 -4" @ 2 STORY ALT, CMU SEAT @ -1,Y2" EXTERIOR MASONRY WALL FrG FROM TOP OF SLAB rFW_Bj� MASONRY COL ON SPREAD U "Am SCALE: 1/2"=V-0 SCALE: 1/2"=l'-0 PFP AP014 PM APPH a, PAVERS OR SLAB PER SPEC.-J CONCRETE FOOTING w/REBA AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN F�03DMASONRY COL. ON SPREAD FrG. SCALE: 1/2.=1'-0 3/4' RECESS IN SLAB 10 1/2" FINISH FLOOR 4 4" "L' 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR o CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN wi 8" C.M.U. WALL FINISH v PER ELEVATION 3/4" RECESS IN SLAB FINISH FLOOR V-0 SLOPE ------------- -----------------­- MONOLITHIC FOUND. -0: 0 w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1'-4" 0 2 STORY GARAGE DOOR RECESSED SILL SLOPE SCALE: 1/2'=1'-0 RECESS WITH PAVERS 2x AT 24'O.C, MAX. 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS DR TAPCONS @ 16' D.C. OR (2) ROWS 12d 1/2" G.W.B. EA. SIDE GUN NAILS 12' O.C. STEP PER PLAN 0" '- ]C16 6 1/2" (1) #4 ROD CONT. ON I IZZ CHAIRS UNO STEP CONDITION THICKENED SLAB @ GARAGE (NON -BEARING) SCALE: 1/2'4-0 2x P.T. PLATE SECURED TO SLAB w/ — 3' POWDER ACTUATED FASTENERS OR TAPCONS 0 16" O,C. OR (2) ROWS 12d GUN NAILS @ 12' O.C. START SLOPE HERE _x. CORNER BAR WITH 25" 25MIN. PVC SLEEVE VERTICAL DOWEL MIN. LAP SPLICE EACH AS REQ'D IN PLANN SIDE. SAME SIZE AS CLEAN COMP, \ 4. CONT. FOOTING STEEL. ALTERNATE TO CORNER NUMBER OF CORNER SPLICE: PROVIDE CONT. BARS EQUALS NUMBER STEEL REINF. BARS BENT OF CONT. BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE BUILDING CODE, F NUMBER OF REBAR " PER PLAN LAP SPLICE 1'-4" 0 2 STORY F12'� REINF. PLACEMENT AT FTG. CORNERS BEARING PENETRATION DETAIL Q1 MF REINF, PER PLAN w/LAP PER COVERSHEET 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR o 8" C.M,U. WALL FINISH PER ELEVATION SLOPE MONOLITHIC FOUND. w/(2) 14 DIA. RODS CONT. ON CHAIRS. V-4" @ 2 STORY FLUSH CONDITION SCALE: 1/2"4-0 (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. FINISH GRADE -� SLOPE SLAB / I THICKENED SLAB EDGE SCALE: 1/2'=1'-O CONCRETE SLAB ON CLEAN COMPACTED FILL 1/8' SAW CUT SAW CUT NOTE: SAWED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT. TYPICAL SAW CUT JOINT SCALE: 1/2*=I'-0 SCALE: 1/2'4-0 2x AT 2+"O.C. MAX. 1/2" G.W.B. EA, SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND, w/(2) #4 DIA, RODS CONT. ON CHAIRS PAVERS TYP. GRADE TI I. AT 8" (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM 8" OR 12' SQUARE -v OR ROUND C.M.U. COL. PER PLAN co L-i cr_1 0, -a,, SLOPE CONCRETE FOOTING w/REBAR AS NOTED 7: ON FOUNDATION PLAN (IF REQUIRED) PER PLAN MASONRY COL ON SPREAD FrG. (Concrete) ISLOPE PLAN' SCALE: 1/2"=V-0 MASONRY COLUMN PER PLAN SLOPE REINF, PER PLAN CMU COL. PER wAAP PER PLAN COVERSHEET 15 BAR wl 25" MIN LAP Lj CD PAVERS OR SLAB PER----/ m SPEC. z CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN PER PLAN (IF REQUIRE -n MAS6NRY COLUMN ON SPREAD FrG. (Pavers) SCALE: 1/2'=V-0 PAVERS OR SLAB PER SLOPE SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN is�c MASONRY WALL CORNER ON SPREAD FT � CMU COL. PER PLAN — #5 REBAR w/25" MIN LAP L'cn i 4-T SLOPE of M CD CONCRETE FOOTING w/REBAR AS NOTED Mi ON FOUNDATION PLA 6z- (IF REQUIRED) PER PLAN MASONRY WALL CORNER ON SPREAD FrG. —#5 REBAR w/25" MIN LAP 20 Zf> c SCALE: 112-4-0 SCALE: 1/2"=I'-G (1) 15 REBAR AT EACH FILLED CELL CL i CMU STRUCK BOTH WAYS---,,.. GROUT BE cn LLJ pjj7— _0_0 POURED CURB F.F.SLOPE F FINISH GRADE k- -- ---- CXD co —MONOLITHIC FOUND, MONOLITHIC FOUND. yy/(2) #4 DIA. RODS W/ (2) #4 REBAR CONT. ON CHAIRS CONT. ON CHAIRS -------------------------- l-4- 0 2 STORY EXT. MASONRY WALL@ GARAGE EXTERIOR DOOR SILL @ POCKET ZERO CORNER SGD SCALE: I/2"=1'-0 2-1/2' 0 IMPACT 0- GROUT BED DOOR DOOR PER SPEC SCALE: 1/2"=I'-0 PAVERS PER SPEC PAVERS PER L�j DOOR PER SPEC C-4 ca__ Fl�q 0- (THICKNESS VARIES) DOOR THRESHOLD cif SPEC (THICKNESS LOPE VARIES) DOOR THRESHOLD PER PLAN 0'-0' F.F. SLOPE 4 ALT. BRICK PER PLAN r6 7/ THRESHOLD 'I I El I S I El 00 TV 00 _j cl__ c'__ CL_ MONOLITHIC FOUND. MONOLITHIC FOUND.---' ­1w'" w/(2) 14 DIA. RODS 1'-0* 1'4' 2-STORY /(2) J4 DIA. RODS V-4' 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS 0 �2STO Y ALT. FLUSH BRICK ERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL ng ENTRY (Concrete SCALE, 1/2"44 SCALE: 1/2`4-0 SCALE: 1/2*=I'-0 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL 2X AT 16" O.C. W/ 2X AT 16" O.0 W/ _V� SPECIFYING ANCHOR REQUIREMENT 1/2' GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR 112' GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR (2) #4 DIA RODS ASSOCIATED WALL DETAIL 2" ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE STEP PER PLAN SLOPE SPECIFYING ANCHOR REQUIREMENT CONT. ON CHAIRS SLOPE LO op PE E C1114 C-4 c� (2) #4 ROD CONT, (2) #4 ROD CONT. ON CHAIRS 6" 1'-0t' 10 1/2' ON CHAIRS —L10 112"1 1'-0" STEP CONDITION FLUSH CONDITION _Fqq-� THICKENED SLAB @ GARAGE (BEARING SCALE: 1/2-4-0 ALT. PENETRATING PVC SLEEVE VEHICLE SIDE OF PEDESTAL GAS WATER HEATER PEDEST SCALE: 1/2'=1'-O 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS 30"00%12" CONC. REBAR EA. WAY REBAR 3' OM TOP & 10" ND BOTTOM kS COMMUNITIES ONLY LOCATE PER ARCHITECTURAL DRAWINGS (1) #4 REINFORCMESEE FOUNDATIDN PLAN 4" BAR CONT. CONC. PER SCHEDULE N T --- 0- SLOPE TO DRAIN SHOWER RECESS SCALE: 1/2'4-0 10" V-0" 10" THICKEND SLAB @ INTERIOR WALL SCALE: 1/2"z11-0 mk PER PLAN MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS 2X AT 16" C.C. W/ 1/2" CWB EA. SIDE 01 o,WOO Fieldstone 011 NMI A. C.O.A# ARCHITECTURE: AA26002802 C.D.A.# ENGINEERING: o.86 29349 0 BENJAMIN NIESE, PE P.E.# 86025 0 IAN MCCULLOUGH, PE STATE P. E.# 80956 08/23/2021 DATE SIGNED lfltl k\\X\ oCD m 00 O 0 � O 00 0 N � *PulteGraurr PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx KW I UTUDESCRPMN PROJECT TYPE Sin le Famffy SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SILO O M� W N O v J` t MO w A � a� � V0 M cf) N � tPulteou 'rtr PRODUCT MANAGER RELEASE DATE: XX XX XXXX KVil UTUDESCRPTION PROJECT TYPE Single Family SPECIFICATION LEVEL PWte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET si'l WALL BASE PLAN SCALE: 1 /4"=1'-O" LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8" KNOCK OUT BLOCK WITH #5 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4' NOMINAL BEARING PER END ® LINTELS OR AS REQUIRED BY MANUF. (NOTE:MOST MANUFACTURERS REQ. 8' BEARING 0 SPANS > 12'-4') 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12'-4' SHALL BE PRESTRESSED. 4. BOND BEAM ELEV = 9'4' UXO, 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4" FOR ALL LINTELS 28' OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT U - UNFILLED r QUANTITY OF REBAR AT f BOTTOM OF LINTEL CAVITY F16-1 B/1 T LL QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR z CMU a� o GROUT — #5 REBAR AT BOTTOM OF UNTEL CAVITY 7-5 8" BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH LEGEND DETAIL INDICATOR XXX LINTEL OR WOOD HEADER DESIGNATION ALL WODO HEADERS TD BE (2) PLY U.N.O HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO 3'-4" DOUBLE 2x6 ------- S-5" - 6'-0" DOUBLE 2x8 ------- 6'-1" - 8'-6" DOUBLE 2x1D 2 JACK STUDS EACH END. 8'-7' - 12'-6' DOUBLE 2x12 (2) JACK STUDS, EACH END. #5 REBAR IN VERTICAL GROUT FILLED CELL ROUGH OPENING _ BELOW 4 PRECAST LINTELS FILLED WITH GROUT MITER LINTELS BY FIELD CUTTING #5 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL 45 BAR AS SHOWN 90 CORNER DETAIL w/ COLUMN BELOW NJ-& `t�illtll! %PFieldstone C.O.A# ARCHITECTURE: AA26002802 �- ac C.O.A.# ENGINEERING: ` 29349 ■ BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE P.E.# 80956 08/23/2021 DATE 51GNED 4. G STATE !v: 011110 f �'��s�on►a� y�� �` It CV O N c2 0 ArPulteGmraq PRODUCT MANAGER RELEASE PROJECT TYPE I Single Fanvly SPECIFICATION LEVEL I Pulte IPLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2,1 �7Yd TYP. cW01 _ A7Yd TYP. SECOND FLOOR FRAMING PLAN SCALE: 1 /4"=1'-O" LEGEND XXX DETAIL INDICATOR LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO 3'-4° DOUBLE 2z6 ------- 3'-5" - 6'-0" DDUBLE 2z8 ------- 6'-1. - 8'-6" DOUBLE NO 2 JACK STUDS, EACH END. 8'-7" - 12'-6" DOUBLE 202 2 JACK STUDS, EACH END. j`,>illlll/ I 000 Fieldstone ♦..���,aM. F��' C.O.A# ARCHITECTURE: i AA26002802 _ NO. $602 C.O.A.# ENGINEERING: 29349 r BENJAMIN NIESE, PE P.E.#86025 ❑ IAN MCCULLOUGH, PE STATE P.E.# 80956 i` �� "• R10Q` ��♦♦ 08/23/2021 N AL DATE SIGNED ��ll► I I I I k CD al N S 0 v Q O O M i rM-i W M O VJ 00 a� V 0 � � w O b�D cn N c r PRODUCT MANAGER RELEASE DATE: XX XX XXXX REIN DATE ESCRPMN PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2,2 N 0 N O N a FLOOR & LOW ROOF FRAMING PLAN SCALE: 1 R01 54.1 G R01 S4.t R41 S4.1 R01 S4.1 MGT EPO SCA • / (22)1 Y & MIN TO BOT ROWS 16d . � • xIN d & 5/8 12" EMB OM CHOFID, NAILS � 5 ATR T D @ SI MATC1 @ 4" 0. CMU WALL GLE PLY: CHORD iEPTH, STAGGE w/ S 36" LONT, w ED 2" ��� �. -XP 2x (2) keg � X, ,� :a H _ 5 j a: I w, MGT TO EPEXY / (22)1 CMU WALL & MItI & 5/8' W/ SET 12" EM ATR'1 XP ED RO7 (2)META16 COLUMN w/ (28)10d & 2Z @ BASE w/ (8)SDS 1/4"x1 1/2" & 1/2' ATR w/ SET-XP 2 1 3 4 x 16 LVL 2 1 3 4 x 16 LVL HUC28-2 2 1 3 4 x 16 EL) OR FLOOR GIRDER PER MANUF. OR FLOOR GIRDER PER MANUF. N N OR FLOOR GIRDER PER MANUF. (2) LSTA30 FROM BEAMS TO 5-1/4"x5-1/4" FLOOR GIRDER PER MANUF. w/ (8) SDS 1/4"x1-1/2" TO COLUMN & 1/2" ATR w/ SET-XP EPDXY TO LZ z w 0 LLJ C) 0 0 J T SU ..... 700W4 �l I R09 54�1 2x6 LEDGER w/ 1/4"x3-1/2" SDS @ 12" O.C. FROM LEDGER TO BOTTOM CHORD OF FLOOR TRUSS. INSTALL ADDITIONAL 1/4"x3-1/2" SDS AT EA VERTICAL CHORD OF FLOOR TRUSS, LUS26 i y ' :, is b z ,.� °• ` s „ �,,.•; <, ti• ,�,• �,�;. ,•�• ,� ,� .,�A�<,. r Fly S4.3 w/ (6) U.I+b XI-1/1 LA INU55 IU LLL)6LN. R01 54.1 R01 S4.1 R01 S4.1 D GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL. 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4, REFER TO DETAILS FOR ALL WALL SHEATHING REQUIREMENTS. ALL OTHER SHEATHING TO COMPLY WITH MINIMUM CODE REQUIREMENTS U.N.O. IN THESE DRAWINGS, 5, FLOOR SHEATHING (IF APPLICABLE) SHALL BE W MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7, U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. B. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16, 2. ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. D) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1}SDKI5600 MAY BE USED ON JACK TRUSSES, 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER, CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF CABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. 00o Fieldstone """ C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ■ BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE P.E.#80956 % fitORiO 08/23/2021 DATE SIGNED ! y y ►11 *PulteGirour PRODUCT MANAGER RELEASE XX / XXXX PROJECT TYPE Simile Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SM 54.1 I 71Z (2)HTS16 TO (3) 2x BUILT UP (2)HTS16 TO 2x4 BUILT UP COLUMN, COLUMN, MSTCM40 w/ (14) d SINKERS MSTCM40 / (14)16d SINKERS ACROSS W w/ (10)1 /4"x2 1 /4" TITEN 2 SC WS )1 /4"x2 1 /4" TITEN 2 SCREWS (2) MTS16 PER TRUSS (2) MTS16 PER TRUSS (22 HT 6 TO (3)2x4 BUILT UP COLUMN, 9. MUWALL BELOW w/ FLOOR N1" (10)1/4"TITEN 2 SCREWS (2)MTS12 TO (3)2x4 BUILT UP COLUMN, ACROSS FLOOR TO CMU WALL BEL MSTCM40 / (14)16d SINKERS W w/ (10)1/4"x2 1 " TITEN 2 SCREWS (2)MT 1 ACROSE TOP 0 16 TO (2 BASE 01 "x1-1/2 FLOOR CMU WA 2x4 CO COLUMN SDS & k SET—XF L w/ 8" UMN. DT w/ (8) /2" ATR EPDXIED EMBEDM Z TO T. I R02 I S4.1 SECOND FLOOR ROOF FRAM N C PLAN SCALE: 1 /4"=1'-O" 54.1 GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL. 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. k REFER TO DETAILS FOR ALL WALL SHEATHING REQUIREMENTS. ALL OTHER SHEATHING TO COMPLY WITH MINIMUM CODE REQUIREMENTS U.N.O.. IN THESE DRAWINGS. 5, FLOOR SHEATHING (IF APPLICABLE) SHALL BE 4 ZA MIN. 6, REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS, 7, U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. 3. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 1 ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (I)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER, CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. oo°o Fieldstone C.O.A# ARCHITECTURE: -v AA26002802 $ C.O.A.# ENGINEERING: O. 29349 - ■ BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE ATE P.E.# 8095608/23/2021 i �L DP' •' ��.� DATE SIGNED 01IVAL ttG? 0 O �� i T -i Jed 00 M O 0 VJ ♦ O O CO N�"� n"I aN aN W _ ' V d� ;:� ft N � *puiteG'rou,rf LO �o N 4- Co N v llo� s 0 N O � � w CAQ > cd O o M PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Familv SPECIFICATION LEVEL Pt lte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S3,2 STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FAD ArrARIUMIr PRE-ENGINEERED WOOD TRUSSES AT 2rO.C. MAX. 'OR, 2x BLOCKING AT SHEATHING EDGES wl 2K PINION BOARD ATTACHED TO 0) 8d NAILS INFO TRUSS TRUSS WI 0)10d NAILS, 24' O.C. CONMUOUS STRUCTURAL CENTER MAX SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING SHEATHING DETAL - NAIL. PER TYPICAL SHEATHING DETAIL TYPICAL TRUSS ANCHOR PER PLAN DETALATTRUSS HEEL > 9114° TYPICAL TRUSS ANCHOR PER PLAN NOTE: REFER TOARCIITECTURAL DRAWIMAND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. @.a. HEEL NIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT20O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA, {SEE ARCH DWGS) s� - BOND BEAM PER PLAN DERILATTYPICALTRUSS wl HEEL < B 114' ROOF TRUSS ON MASONRY I Scale; 1 /2"=1'-0" R STRUCTURAL SHEATHING PER PLAN 20 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-O" USE ONE 20 � L 0 "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH 1" BACK WITH (2) 12d's AND ONE Sj CONNECTOR. �� ANDARUSS STRUCTUAALSHFATHING SE#:PLAN MANUREFEFACTURER OR SPECIFIC PR URER DRAWINGS MANUFACNIEi DRAWINGS FOR sPECFIc TRUSS PROFILE AND DETAILS FOR ATTACHMENT INFORMATION. Cu. HEEL HEIGHTS. SLOPE, WEAHRNGS) PRE-ENGINEERED WOOD N TRUSSES AT 24' O.C. MAX. ,OR, &BLOCIWGATSHEATHINGEDGE$WI 2x RIBBON BOARD ATTACHED TO 0) 8d NAILS INTO TRUSS TRUSS WI P 10d NAILS, 2e O.C. CONTINUOUS STRUCTURALSHEATHNG CENTER MAX SPACING NAIL PER TYPICAL SHEATHING DETAIL CONTNUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHING DETAL FRAMING PER PLAN FRAMING PER PLAN STRUCTURALSHEATHNG, DETALAT TRUSS HEEL> 9114' SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOODTROSSES AT 24'O.C. MAX. TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH DWGS) COMMUS STRUCTURAL SHEATHING DETAIL ATTYPICAL TRUSS Wi HFH < 9114' NAIL PER TYPICAL. SHEATHING DETAL TRUSSATTACHMENT: ALL TRUSS ENDS ARE TO BE SECURED TO THE WALL BELOW USING ONE OF THE BELOW W HODS. ONE FULL OPTnN MUST BE USED FOR CONTNUOUS LOAD PATH: a WSTALLTYPICAI. TRUSS ANCHORTHROUGH INIEAlORSHEATHNG. EXf.SHEATHN 16CONTNUOUSAND WILL TRANSFERCOMBWEOSHEARA UPLIFT. b. INSTALL TYPICAL TRUSS OOMIECTORFROM TRUSS TOTOP PLATE ONNSIDEOFTHE WALL W/H2SA@EVERY OTHER RDTOTOP PLATE EXT. SHIEATHNG IS CONTINUOUS AND WSITRANSFER COMIXNED SHEAR 8 UPLIFT. c. NSTALLANCHORASCALLEDFOR ONTHERANS.IYLSTSTRAPSARETOBENSTALLEDONTHE NSDEOFTHEWALLANYSTRAPSFROM THE STUDS TO THE UNDERLYING STRUCTURE WILL BE CALLED FOR ON THE PLANS. d. WALL TYPICAL TRUSS SOWFROMTRUSSTOTOPPLATEEXTSHEATHNGISCONTINUOUSANDWILLTMIMSFERCOMBNEDSHEARAUPLFT. ROOF TRUSS ON FRAMING R02 'MP WM-010 1/2"=1'-0" -2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS, NAIL SHEATHING TO BLOCKING AT 6" O.C, w/ MINIMUM 8d NAILS, BLOCK 4 BAYS BACK FROM GABLE TRUSS. -WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8" O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL "L" BACKS AND STRONGBACKS SHEATHING PER PLAN AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOPROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" x 10" STRUCTURAL SHEATHING M V ANCHOR BOLTS AT 4'-0" O.C. MAX, w/2%2" PL. SEE PLAN FOR ATTACHMENTy WASHERS AND 7" EMBEDMENT, NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w/ 12d's AT 4" O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE PLAN AND DETAIL. / CONT. 2x4 \ 20 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAL. w/ 10d GUN @ TOP STRUCTURAL NAILS @ 8" O.C, BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. BRACE SPLICE SHOWN FIELD NAILING PER PLAN \ 2x4 BLOCKING AT 48' O.C. - 3 TRUSS BAYS FRAMING 2x6 NAILED @ BOTTOM WOOD PER PLAN GABLE END DIACONAL BRACE TYPICAL SPLICE GABLE END TRUSS BRACING DETAIL R09GABLE END 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. (8) 10d NAILS EACH STRAP ENGINEERED WOOD O.C. MAX. ROOF TRUSS AT 24" CONT. 2x6 w/ (2) 12d NAILS CMU WALL c (4) 1/4" 0 c 2-1/4" MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 v CONDTIONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. EACH MISSED LO li 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS, IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION MISSED TRUSS STRAP REPAIR R13 ITYPI(%Al ("MiI WAI I l:f1NNr-rM0hh STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB, A LEDGER w/2-10d @ EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d @ EA. OUTLOOKER 20 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS — OR — PER PLAN 20 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS EDIMENT BLOCKING GABLE -VALLEY SET TRUSSES AT 24" Q.C. -ROOF SHEATHING PER PLAN -MIN. 9" LONG 20 GA. FLAT STRAP w/ (8) 10d -SHEATHING PER PLAN, -OR- 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. RVUW-020 DnC VALLEY SET OVER FRAME �"=10%HOUSEWIDTH —� 3 0 T RIDGEX GABLE END � BOSTON HIP X 3 I1vv Jig 7P =10% HOUSE WDlli X X GABLE w1� T =10% HOUSE WIDTH ROOF SHEATHING NAILS ROOF FASTENNG ZONES Ed RING SHANK 1 2 3 SHINGLE: 7AV SPAN RATED SHEATHING OFFSETDIJEN5g T=10%HOUSEWIM x ° TILE: 15i32'SPANFATED SHEATHING PANELEDGES@SUPPORTS (1) 6'O.C. frO.C. 4'O.C. METAL:I5132'SPAN RATED SHEATHING PANELFELD (1) 6'O.C. frO.C. f1'O.C. NOTES: *DESIGNED WITH ENGINEERING 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS•TYPICAL RATIONAL THAT MEETSASCE7.16 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUALT010% OFTOTAL HOUSE WIDTH, DIMENSION 7('OFFSET FROM ROOF EDGE. 311WIDE HOUSE = T ZONE, 9WI1DE HOUSE = 4' ZONE, WWDE HOUSE = 5' ZONE, 6V WIDE HOUSE = 6`ZONE ROOF SHEATHING ATTACHMENT DIAGRAM 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d 10ENNLS. NAIL SHEATHING TO BLOCKING AT 6" O,C, w/ MINIMUM 8d NAILS. BLOCK 8'4' BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND @ 32" MAX. SPACING —IF LENGTH IS LESS THAN 4'-0" USE 2x4 "L" BACK, IF LENGTH IS GREATER THEN 4'-O' USE (2) 2x4 1' BACKS. NAIL "L" BACKS w/12d @ 12'O.C.(NOTCHED @ TOP w/2-12d TOENAILS "L" BACK -EXTEND 6' PAST LOWER ROOF SHEATHING SHEATHING PER PLAN) PARTIAL GABLE END TRUSS DETAIL R09C PARTIAL GABLE SHEATHING PER PLAN. GABLE TRUSS PER PLAN RAL iG SEE PLAN ACHMENT �INEERED AT 24" O.C. 2x4 BLOCKING AT 2'- O.C. w/ (2) 12d TOE EACH END TO TRUSS ` SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" MAX. GAP FROM TOP OF VALLEY SET TRUSSES VALLEY SET TRUSSES 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING AT 24" O.C. AT 24" O.C. FOR VERT. REINF, ROOF SHEATHING ROOF SHEATHING PER PLAN PER PLAN WALL BRACING AT NON -BEARING EXTERIOR WALL R07 NdS, SHEATHING PER SHEATHING PER PLAN. PLAN. -OR- - ----.---------- - ----- 2x4 PURLIN @ EA VALLEY (1) SDWC15600 TRUSS SCREW TRUSS. NAIL TO COMMON TO EVERY TRUSS BELOW TRUSS / 3 16d GUN NAILS STRUCTURAL SHEATHING PER PLAN 2x4 OUTLOOKER FRAMING AT 24" O.C. OVER DROPPED GABLE END TRUSS. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS. CONT. 20 w/ (2) 12d NAILS !� SIMPSON H10A w/(16)8d NAILS MIN. — STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLAN FASCIA SEE ARCH. DRAWINGS nI Al I �■ ■.Will"" w() BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL 0 8" O.C. 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS, BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "L" BACK 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 20 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 2x SHTG. 3, AT VERTICALS OVER 8'-4" TO 1S-O" USE ONE 20 BLOCKING "L" BACK AND AN ADDTIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 8" CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H2,5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL "L' BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE STRl1CT1JRAL SHEATHING PER SHEDULE WIEDGE NALNG PER DETAIL (2)10d NAILS _ @EA.OUTRIGGER '=t 2x4OUTT MRS @12U.C. 2x EILOMG BETWEEN TRUSSES, TOENAIL @Ek END CONT. 2x FASCIA, WI(2)16d NAILS AT EACH OUTLOOKER 87c12'(MN) CONCRETERAIE BEAM wl(2)#5 @TOP 8 BOTTOM FILL CELLS ACCORDING TO DETAL CALLOUT ON STRUCTURAL DRAWINGS 20 PT. L EM ATTACHED TO WALL w1114)2-- ' TAPCONS @ 24' ox. ONE BRACE NEAR THE O.C. @APPROX. 45-DEGAK THE REMAINDER AT 48 GABLE END DETAIL @ CONCRETE RAKE BEAM " R33 5aal SPLICE DETAIL FOR DIAGONAL 4 LAP WITH T LAP 1/2"=1'-0" RWM-330 NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN R09B DUTCH HIP GABLE TRUSS BRACING DETAIL WDROPPED GABLE BOSTON HIP ROOF TRUSS PER MANUFACTURER 2x6 LEDGER TO FRAME w/(2) 1/4" x 3" WOOD SCREW @ 16" O.C, BEVEL TOP TO MATCH ROOF PITCH SHEATHING TO TOP NAILER : 8d NAILS 4" 2 O.C, AND 4" O.C. TO RAFTER/SUB-FASCIA 1 —1PER PLAN 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 20 LEDGER TO FASCIA cur FRAME: PER SPECS w/ (2) w/ 1/4" x 3' WOOD SCREW 0 16" O.C. SUSPENDED RAFTER ITV Scale: ` 1/2 1'-0" VANj11IIII AAA 000 Fieldstone �.��,�,a.... . C.O.A# ARCHITECTURE: i AA26002802 C.O.A.# ENGINEERING: No. 86 _ 29349 r BENJAMIN NIESE, PE P.E.#86025 ❑ IAN MCCULLOUGH, PE STATE P.E.# 80956 08i23i2021 NAL f��� ��• DATE SIGNED A11j111I111�1, 00 M16 00 I� O 0 �i 00 A' ON as N a� V K' O ;0IIIIIII '� it w O �:.2 b•4 ri C N I� tPulteGrat.,gr lu V V90 ;5 :9 N z s •rl � � N v o 0 N_ 00 -k:: 1 O V O Cn co I�—I CtY � <� w �i4 Q o w 0�/ r�•� M P4 11 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL PA PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SU HOR17CNTN- NAILING ............... ° NOTE: PROVIDE BLOCKING AT ALL ° SHEATHING EDGES. ° ° °° ° ° °° ° ° °°° ° ° ° NAIL SPACING AT EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE FACING SPACING SPACING REQUIRED 7/16" SHEATHING 8d 3" O.C, 3" O.C. 12" 0.C. ALL EDGES 3/8" I r'tLU SINGLE NAIL EDGE SPACING ° 1/2" 1/2 S ° 1/2" DOUBLE NAIL EDGE SPACIN( ° 2x4 BLOCKING STUD SPACING PER PLA J PER STRUCTURAL SHEATHING NAILINGPLAN SHEATHING SPLICE -SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL TOP PLATE CONNECTOR: (2) SDWC15600 SCREWS @ EA STUD DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2X P.T. SOLE PLATE w/ 1/2" DIAM. ANCHOR BOLTS (10 + 2) AT 32" O.C. MAX. W/7" EMBEDMENT OR 5/8" DIA. EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN. OR 1/2" DIA EXP. BOLTS AT 24" O.C. W/1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB STUDS AT 16" O.C. EATHING PER PLAN TOM PLATE CONNECTOR: SDWC15450 SCREWS @ EA STUD w/ 3x3 PLATE WASHERS REFER TO FOUNDATION PLAN FOR FOOTING SIZE LOCATION LO�AD�BEARINWWXA L w/V��� T rW10 8" K.O. BLOCK w/ #5 BAR GROUTED SOLID #5 BAR w/ A.C.I. STANDARD HOOK AT TOP, LAP PER GENERAL NOTES POURED CELL w/ (1) #5 BAR CONT. FROM BEAM TO FOOTING 8" CMU WALL LAID IN RUNNING BOND W21 STEP DOWN TIE BEAM DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2x P,T. PLATE SECURED TO SLAB w/ 3" POWDER ACTUI FASTENERS OR TAPCONS @ O.C. OR (2) ROWS 12d GUN NAILS @ 12" O,C. EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/15" MIN 8d 3" O.C. 3" O.C. 12" O.C. SHEATHING EDGES W02GABLE END SHEATHING DETAIL STUDS AT 16" O.C. 4THING PER PLAN Isom AT CMU WALLS USE 2x P,T, ATTACHED TO BLOCK OR LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. FASTENERS TO BE 1/8" DIA. MIN. AND EMBEDDED 3/4" MIN. MINIMUM SHEAR CAPACITY TD BE 150#. 2x ANGLE AS REQUIRED w/ (2) 10d TOE NAILS AT EACH END. STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN WINDOWS AND DOORS AND AT ENTRIES WITHOUT BARREL FRAMING, SHEATH OUTSIDE ONLY WHEN BARREL FRAMING IS USED. (2) SDWC15600 @ TOP OF JACK STUDS, U.N.O. DBL 2X TOP PLATE, BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. ROVIDE 48" LAP SPLICE w/ (3) 10d OMMON NAILS AT ENDS. NAIL PLATES ONT. w/ 10d COMMONS AT 15" O,C. - ;6) 10d NAILS KING STUD TO HEADER (MIN 3 EA PLY) 1) SIMPSON LSTA18 ENTER ON HEADER. �HEATHING PER PLAN x STUDS AT 16" O.C. — 3)SDWC15450 0 BOTTOM F JACK STUDS, U.N.O. — NAILING PER PLAN - UPLIFT NAILING PER PLAN CRIPPLES AS REQ'D HEADER PER PLAN, (2) PLY MIN. ADDTIONAL JACK STUD AND CONNECTORS REQUIREMENTS PER PLAN. FASTEN WALL SHEATHING AT 3" 0,0. ALL AROUND OPENING FT -1 L II II II II II II II II II II II II NOTE: TYPICAL FOR EXTERIOR BEARING WALLS FRAMING TO BE 20 U.N.O. ON PLANS TYPICAUF RAMED �BEARING WALL v v vv ILu 0"-16" MAX. GAP 20 FILL w/ 2" MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. REFER TO FOUNDATION 1x P.T. SHIM \ PLAN FOR FOOTING SIZE AND LOCATION NOTES: ALTERNATE ARCH TOP LOAD BEARING WALL w/o UPLIFT MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. W11 KTs IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION DETAIL. WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP #5 REBAR w/ A.C.I. STANDARD HOOK AT TOP. LAP PER GENERAL NOTES BOND BEAM TOP COURSE LINTEL OVER OPENING PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. 8" KNOCK OUT BLOCK W13 ARCH FRAMING DETAIL W/ #5 BAR GROUTED SOLID #5 VERTICAL BAR IN GROUTED CELL 8" CMU WALL LAID IN RUNNING BOND W21A1TEPPED BOND BEAM OVER LINTEL REBAR, CONT. IN ID BEAM D BEAM PER PLAN REBAR VERTICAL PED 25" MIN. U.N.O. REBAR VERTICAL IN ID FILLED CELLS, PLAN). REBAR VERTICAL PED 25" MIN. U.N.O. 5" CLEAN OUT AT ALL TD CELLS. FOUNDATION PLAN 1 DETAILS FOR FOOTING (FORCING. iu LHr 11ritiH W1 TYPICAL FILLED CELL DETAIL 9ILIL ROOF SHEATHING PER PLAN TRUSSES PER PLAN (2) SDWC15600 PLATE TO TRUSS, U.N,O, DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 4B" LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS, NAIL PLATES CONT, w/ 10d COMMONS AT 16" O.C. - (6) 10d NAILS KING STUD TO HEADER (MIN. 3 EA. PLY) (1) SIMPSON LSTA24 w/ (18) 10d NAILS U.N,O - CENTER ON BOTTOM HEADER CONNECT WALLS PER W10 DETAIL - 2x STUDS AT 16" O.C. (3) SDWC15450 @ BOTTOM OF KING/JACK, U.N.O. - TOP PLATE TO - STUD CONNECTOR TYP. EA STUD (STRAP PER PLAN). BOTTOM PLATE TO - STUD CONNECTOR TYP. EA STUD (STRAP PER PLAN). STUD SPA TRUSS BOTTOM CHORD PER MANUF. 0 24" Q.C. �- (2) SDWC15600 TOP PLATES TO EA HEADER PLY ADJACENT TO EA TRUSS, UNO HEADER PER PLAN, (2) PLY MIN. ADDIIIDNAL JACK STUD AND CONNECTORS REQUIREMENTS PER PLAN. FT -I1- NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING. FRAMING TO BE 20 U.N.O. ON PLANS, IF CRIPPLE STUDS ABOVE HEADER, CONNECT CRIPPLES TO TOP PLATES & HEADER w/ (1) H2.5A. 2 ° NOTE: SHEATHING PROVIDE BLOCKING EDGES. AT ALL ° ° ° ° STAPLE AT 3" SPACING O.C. IN FIELD ...... LOFT WALL SHEATHING SHEATHING STAPLE VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 15x16" CROWN ALL THERMO-PLY RED x 1-3/4" LEG 3" O.C, 3" 0 C 3" 0 C EDGES NOTE: ATTACH 1/2" GYPSUM WALL BOARD TO STUDS w/ 16 TYPE W OR S SCREWS 1-1/4" LONG OR 5d COOLER NAILS w/ 16" EDGE NAIL SPACING AND 16" FIELD SPACING. SINGLE STAPLE EDGE SPACING 1 /2' 1/2 S 1 /2" DOUBLE STAPLE EDGE SPACING ---2x4 BLOCKING STAPLE PLAN STRUCTURAL SHEATHING PER PLAN SHEATHING SPLICE -SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING RED THERMO-PLY SHEATHING DETAIL ----BOX HDR. TO BE HELD FLUSH WITH LINTEL PER PLAN - BOTTOM OF LINTEL - FIELD FRAME HEIGHT MAY VARY ABOVE AS NECESSARY FROM DRAWING 2X12 BOX HDR. W/2x8'S TOP & BOT. FASTEN w/10d X 3" NAILS @ 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. O 00o Fieldstone ♦��`,�p""'��� POCKET S.G.D. DETAIL C.O.A#ARCHITECTURE: �\♦� W32 au AA26002802 C.O.A.# ENGINEERING: NO. 860 _ 29349 ■ BENJAMIN NIESE, PE P.E.# 86025 ; ❑ IAN MCCULLOUGH, PE.1 P.E.#809560/23/2021 STATE 40 js��'•, F� �P ••' `�♦� '`s�loI DATE SIGNED rf .. o� �? 00 M o 0 1 4 C3 a) as CO V d cd w bb '2 N *PulteGrouv,- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXx PROJECT TYPE Single ri Fanidyj SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEETS4*2 /^J INT. FINISH 1XWOOD 1x P.T. BUCK ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL SILICONE SEALANT FINISH PER ELEVATION WOODBUCKATTACHMENT: Ix CUSTOM P.T. BUCK TO MASONRY MATCH FRAME WIDTH, ATTACH wl TNAILSS @ 4'FROM ENDS AND I?O.C. REMAINDER. ATTACH WINDOW THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL ALTERNATE 2x OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS < 2114' =1 /49 x 4' TAPCONS @ 4' FROM ENDS AND 12'OC. REMAINDER. w/ 1 IN EMBEDMENT TYPICAL WINDOW ATTACHMENT DETAIL scale: N.T.S. INT. FINISH 1xWOOD 2(P.T. BUCK ATTACH DOOR PER FLORIDA PRODUCT APPROVAL BRICK MOLD FIN& PER ELEVATION WGM-140 WOOD BUCKATTACHMENT: NOR GREATER BUCKTO MASONRY BULT-UP THICKNESS < 21W=1)4'Ox4' TAPCONS @ 0 FROM ENDS AND 12' Q.C. REMAINDER wl 11/4' EMBEDMENT ALTERNATE 1x CUSTOM PT BUCK TO MASONRY MATCH FRAME WIDTH, ATTACH w/T NAILS @ 0 FROM ENDS AND 12' O.C. REMAINDER. ATTACH DOOR THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL TYPICAL DOOR ATTACHMENT DETAIL Scale:N N. T. S. WGM -150 EXTERIOR CONCWALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. 2X6 WOOD BUCK ANCHORED TO CMU wl 10x61VBOLTS ORTilB'x 6'SIMPSON TTTEN HDSw/?WASHERS AT2VOP, & FRAME TO BUCK TO WITHIN TOF TOP AND BOTTOM, OR MASONRY ROWS OF 11C x ? MASONRY SCREWS @ 12' O.C. STAGGER ROWS 6'FROM EACH END 10 x 2114' HLT1 SLEEVE ANCHOR OR EQUAL MIN. 111r EMBED INTO MASONRY p) PER BRACKET FRAMETO MASONRY TYPICAL GARAGE DOOR ATTACHMENT N.T.S. STUD COLUMNS PER PLAN SDS SCREW 016' O.C. — STAflGERED EACH SIDE OF POST (RESULTING IN 8. O.C. ND COLUMNS PER PLAN OVERALL SPACING) 4—PLY: Y4" x 5° SDS SCREWS 5—PLY: r x 6• SDS SCREWS 6—PLY: Y4 x 8• SOS SCREWS 7—PLY: r x 8' SDS SCREWS C516 OR EWIV, (TOP, MIDDLE AND BOTTOM) Td NAILS 9 8. O.C. I PLY) PRIMARY METHOD \ QT1 In D A f%V nCT A I1 (2) 10d NAILS 0 r O.C. (EACH PLY) ALTERNATE METHOD FOR (4) PLY OR MORE SIUD COLUMNS WGM -1 60 STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & QT}ER REO° LNSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES. 12 REFER TO TRW MFGR. DAM PER ELEV. ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER STRUCT, DETAILS FASCIA PER COMMUNITY SPEC. SOFFIT PER MANUFACTURER'S INSTALLATION INISTRUC IONS BOND BEAM PER PLAN SEE STRUCL FOR ALL REINF. RED. EXTERIOR INTERIOR SEE STRUCT. DETAILS H FORVARIATIONS 0-0' FIN. FL A ARK, Rim GRADE as . a. MONOLITHIC FND, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH, & REINF. RFD. TYPICAL 1 STORY WALL SECTION Scale: NTS 12 PER aEl. STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR DWG ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS REFER TO PLAN FASCA PER COMMUNITY SPEC. SOFFIT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS BOND BEAM PER PLAN PEW LNTE, PER PLAN OPENING w/ PRECAST SILL PER PLAN SEE STAUCT. FOR ALL REINF. RED. INTERIOR SEE STRl1GT. DETAILS FOR VARIATIONS U-0'FLN. FL FINISHED GRADE MONOLITHIC FND,SEE d STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. ,TYPICAL 1 STORY WALL SECTION Scale: NTS CMU WALL PER PLAN ATTACH AW.T. TO CMU w/ (6) EQ. SPACED 311 r x 3114' CONCRETE SCRLBIVS w/ WASHER HEAD. Ir MAX FROM TOP AND BOTTOM. ALTERNATE: ATTACHA2xP.T.TOCMU w/ 0)11TA.B.w/r EMBEDMENT, SPACED AS SHOWN w/ 2X2 PLATE WASHERS. BOLT INTERIDRWALLS TOCMU ONLY WHERE FM DETAIL IS CALLED OUT ON PLANS. FILLED CELL PER PLAN PRECAST LINTEL GRAVITY LOAD TABLE V42.1 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED QUALITY PRECAST MAXIMUM LOAD (Ptf� �. won f �IIIII�IIIIIIII�IR� ' 1 1111111111!��III ..Y t. *PRESTRESSED rW/20 RECESS U-UNTELS x •� • • d r a r Steeld Beam; Only, Type C Confindus GroutSteef per plan in Sond DOUBLE TOP PLATE P.T. BOTTOM PLATE FRAMED BRG. WALL TO MASONRY WALL scale: 1 /2"=V-0" WGG-040 GRAVITYREMAIN LATERAL E• REMAIN � �1°* , li III■ � � I U M AIR= AIR I AIR ° • d �!I� • II I YI /I 1 Il�4J�'I ril�lit, I ��'w • u� u. �'.4T'I REMAIN 0101 _.. a _� 1 I III#II�IAI�IpI .. `%�%11111! 00o Fieldstone `;��"' i� C.O.A# ARCHITECTURE: AA26002802 O. $602 C.O.A.# ENGINEERING: 29349 ■ BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE TATE OF P.E.# 80956 ��� FLO 08/23/2021 ��i��41YAL DATE SIGNED O M cn -1 41 00 Cn O O cV r1 M c� O � w bob N � P PRODUCT MANAGER RELEASE DATE: XX XX XXXX REW DATE SCRPTIDN -2L ---- PROJECT TYPE Sin le Famfl SPECIFICATION LEVEL Nte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET 54.2.1 STRUCTURAL SHEATHING. - REFER TO STRUCTURAL SHEE' FOR NAILING & OTHER REQ. W32 TYP, 2-STORY WALL INSULATION AS PER SPECS. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. SHINGLE (OR TILE ROOF PER SPEC) TRUSS STRAP PER STRUCT. DETAILS TOP OF WALL (REFER TO ELEV.) FASCIA PER COMMUNITY SPEC SOFFIT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS REFER TO 2ND FLOOR JOINT DETAIL RIM BD. OR TRUSS PER STRUCT. TOP OF FLOOR (REFER TO ELEV.) TO ELEV.) BOND BEAM PER PLAN EXTERIOR SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS SEE STRUCT. DETAILS FOR VARIATIONS 0'_0" FIN. FL. —FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ, 2x THRUST BLOCK W/ (3) 1/4-X2 3/4' TAPCONS TO SLAB OIL OI-OII 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' TAPCONS TO SLAB OL 0'-0" TYPICAL STAIR DETAIL (2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS ® 6' Ot. STAGGERED 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS ® 6' O.C. STAGGERED STRINGERS TOE NAILED TO 2X LEDGER W/ (4) 10d NAILS. i717VR urenra ATTerurn Tn Flnrw InmT CLG. JOIST 0 16' O.C. SECOND FLOOR ELEV. PER PLANS STAIR LANDING ELEV. & SIZE PER ARCH. PLANS 26 LEDGER SUPPORTED BY ONE OF THE FOLLOWING STRUCTURAL SUPPORTS: a. KNEE WALL BELOW (JOIST HANGERS NOT REQUIRED) 6. (3) 16d NAILS INTO EACH STUD (16" O.C- MAX) c. (2) y' x 2 Y CONCRETE SCREW 0127 O.C. TO MASONRY (2) 2x8 HEADER. SUPPORT WITH KNEE -WALL OR (8) 16d NAILS INTO STUD @ WALL- 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS 0 6" D.C. STAGGERED SECURE 2x6 FLOOR JOISTS 0 16' O.C. TO HEADER w/LUS26 JOIST HANGERS w/(4) 10d TO JOIST & (6) IN TD LEDGER iASPABLE NNDRAIL; 1 (4" MIN TO -1/2" MAX AMETER HANDRAIL BRACKETS TO BE CONNECTED TO, FRAMING PER MANUF. RECOMMENDATIONS —4- ,I sEnM 3/4' - 1 1/4" NOSING 1 1/2 MIN RETURN HANDRAIL INTO 1X BACKER BO. GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD PLAN SHALL NOT BE GREATER THAN 3/8". GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST RISER SHALL NOT BE GREATER THAN 3/8". 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 @ 161C. 23/32' FLOOR SHEATHING NAILED w/8d NAILS 6" O.C. @ EDGES & 12" O.C. HELD NAIUNG (MIN) 2x BLOCKING 4'-O" O.C. FOR TWO BAYS. NAIL FLOOR SHEATHING TO BLOCKING w/ 8d NAILS @ 4" O.C. TRUSS PER PLAN SHEATHING PER PLAN - METAI6 ANCHOR @ 24' O.C. STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT DIAG. REQ. g BLOCKING. NAIL w/ (2) 10d NAILS @ E.E. FIELD FRAME 2x4 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS @ 16' O.C. w/ (2) 16d NAILS @ EA END NAILING PER DETAILS 8" KNOCKOUT BLOCK w/#5 CONTINOUS BAR GROUT SOLID 8" CMU WALL OR POURED CONIC, WALL, SEE PLAN FOR VERT REINF. LOOR TRUSS/JOIST TO MASONRY WALL STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED @ EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING JAIL SHEATHING TO BOTTOM 'LATE AND BEAM OR zRDER WITH HORIZONTAL IAILING PER DETAILS ULMWI VI\ I LVVI\ II\VJJ GIRDER r��2-STORY CONNECTION @ BEAM 1 LU 2x STUDS @ 16" FLOOR SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED @ EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING NAIL SHEATHING TO BOTTOM TRUSS/JOIST PER PLAN PLATE AND BEAM ORGIRDER WITH HORIZONTAL /x SHEATHING PER PLAN:jz NAIUNG PER DETAILS TRUSS/JOIST CONNECTION BEAM OR FLOOR TRUSS TO BEAM PER MANUF. GIRDER 2-STORY CONNECTION BEAM FL9 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/2-16d NAILS @ EA. JOIST - 23/32" FLOOR SHEATHING NAILED w/8d NAILS 6' O.C. @ EDGES & 12" O.C. FIELD NAILING (MIN) TRUSS PER PLAN SHEATHING PER PLAN --/- META16 ANCHOR @ EA TRUSS OR @ 24" O.C. TO STRUCTURAL RIM IF JOISTS ARE USED STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT NAIUNG PER DETAILS (4) 16d NAILS RIBBON TO EA. TRUSS Bd NAILS 3" O.C. WALL SHEATHING TO EACH TRUSS (4) 16d NAILS RIBBON TO EA. TRUSS NAILING PER DETAILS B" KNOCKOUT BLOCK w/#5 CONTINOUS BAR GROUT SOLD B" CMU WALL, SEE PLAN FOR VERT REINF. LOOK TRUSS/JOIST w/LET-IN ON MASONRY WALL 6 CP Fieldstone •' t„t , tr i C.O.A# ARCHITECTURE: •' i AA26002802 N C.O.A.# ENGINEERING: CD 29349 * }� N BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN P.E.# 80956 LOUGH, PE �� �ttOF f P 0 08/23/2021 AL J DATE SIGNED �f ttt lilt* ltt� rz O O O M cn -1 oo M O O O 00 in !� �8 a1 4� "rN oN c l V� M ft rl:$ bA V' N � PRODUCT MANAGER IRELEASE I DATE: XX /XX /XXXX PROJECT TYPE Single Fanidy _j SPECIFICATION LEVEL PWte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SO p��