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HomeMy WebLinkAbout6487 Bradford Woods DrLid U. ,.I ALL WORK SHALL COMPLY WITH pRF-VAILING CODES FLORIDA SUiLDINNG '-CODE, NATIONAL ELECTRIC CODE. AND THE CITY OF _;,_1F_PHYRHILLS �4AO ORDINANCES A"rp j REVIEW DATFq�,, CITY OF ZEPkR pLAN I-)( AMINER T IPU[t..,Gro prg APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE 40'-0" 64'-8" - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL -2014 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB LOT SPECIFIC AREA TABLE Description TOTAL -GO.01 :CONDITIONED SPACE Sheet Number Sheet Title Cover Sheet GO.02 General Notes CMU-1ST FLOOR BASE PLAN 1651 SF A1.1 1 1st Floor Plan CMU-2ND FLOOR BASE PLAN 1243 SF A1.21 2nd Floor Plan 2894 SFA2.01 Front Elevation & Details :NON -CONDITIONED SPACE _E1.11 CMU-COVERED LANAI 260 SF CMU-FRONT PORCH (ELEV C2) 100 SF CMU-GARAGE 2 CAR 416 SF 776 SF A2.02 Side & Rear Elevations & Roof Plan E1.12 1st Floor Electrical Plan 1st Floor Electrical Options E1.21 E1.22 p1.11 2nd Floor Electrical Plan 2nd Floor Electrical Options 1st Floor Plumbing Plan 3670'SF P1.21 2nd Floor Plumbing Plan CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTIONSELECTlONS 03-23-2019 Kitchen Refrigerator Choices No Refrigerator Laundry Room Washer and Dryer Choices No Washer and Dryer Configuration Choices Configuration B Masonry Choices No Masonry Elevation Choices Craftsman (CR202) �irsoor Plate Height Ch o i c P-,s 9' —4" Plate Height Bath 2 Shower Choices Tub/Shower Combination Both 4 Choices No Bath 4 Flex Room Choices Bedroom 5 Flex Room Ceiling Choices Tray Ceiling Garage Attic Choices No Attic Storage Garage Bay Choices 2—Car Front Load Garage Extension Choices No Extension Garage Water Heater Choices Electric Water Heater Gathering Room Ceiling Tray Ceiling Gathering Room Door Choices Sliding Glass Door LOT SPECIFIED PLAN INFORMATION Additional Hose Bib Location Rear Exterior �irst 1­1oor Wall CMU Exterior Wall Lxterror Second 1­1oor W_cTT__ 2x4 Exterior Wall Customer Name Market Home 6871-05301 Kitchen Layout Choices Layout 4 Laundry Layout Choices Layout 2 Loft Ceiling Choices Flat Ceiling Address Owner's Bath Layout Choices Owner's Bath Layout 1 Owner's Suite Ceiling Choices Tray Ceiling 6487 BRADFORD WOODS DRIVE Hear Living Area Kitchen Choice; Outdoor Kitchen — ZEPHRYHILLS F33542 Covered Lanai Covered Patio Community Wind Speed Choices Wind Speed 140 ,jarcge Handing oarcge Left 6871 IOAKS OF PASCO 6871-05301 o m MoM 7:$ P-4 U0 cz 4_j 0 I& 4W WulteGroq p-, O � o W 4C 00 O PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Sinele Familv SPECIFICATION LEVEL Pulte f PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET G0.01 `C 44 a 0 z 0 N 0 CD GV O N CV W 0 GENERAL NOTES GENERAL NOTES COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 DRYWALL — DO NOT SCALE DRAWINGS o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC — %" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, THE REMAINING ACCESSIBILITY — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS —ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER WITH A TUB OR SHOWER TERMITE PROTECTION THAN 30 SF o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF REQUIREMENT. — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE THE ROOF FRAMING MEMBERS SHALL BE ISSUED TO THE BUILDING DEPARTMENT o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 Ar-MSOIL IP It G rou —TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF o MIN. ATTIC ACCESS SIZE IS TO BE 22"x30" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE POCKET DOOR — %00 PTREATMENT SITE ADDRESS — INSPECTION FOR TERMITES FIRE—RESISTANT CONSTRUCTION — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS — 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 THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES A 20—MIN. FIRE —RATED DOOR GUARDS AND WINDOW FALL PROTECTION — 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 GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. EXTERIOR — W' GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE — WATER RESISTANCE CEILING WITHOUT HABITABLE ROOMS ABOVE —GUARDS SHALL BE MIN. 36" o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT — 5/8" 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 OF THE STAIRS PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A — �` 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 WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — 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 ■ THIS IS NOT REQUIRED OVER CMU — 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 SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS STAIRS — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER — MIN. CLEAR WIDTH 36" R703.4 WINDOWS/DOORS o HANDRAILS SHALL NOT PROJECT MORE THAN 4 %" ON EITHER SIDE OF THE STAIRWAY — EXTERIOR PLASTER — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — MIN. HEADROOM 6'-8" o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND R703.7 — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 — MAX. RISE 7-3/4" — LATH o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS — MIN. TREAD DEPTH 10" o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1h" LONG, 11 GAGE NAILS HAVING MIN. 20" D —HANDRAILS A 7/16" HEAD, OR 7/8" LONG, 16 GAGE STAPLES, SPACE NOT MORE THAN 6" INTO FRAMING o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. o 34"-38" ABOVE SLOPE PLANE MEMBERS o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED THAN FOUR RISERS o WEEP SCREEDS, A minimum 0.019—inch 0.5 mm No. 26 galvanized sheetgage), ( ) ( 9 PATH WITHOUT GOING THROUGH A GARAGE 1 corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 /� o 1 �%a"-2" GRIP SIZE OR GRASPABLE FINGER RECESS inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES with ASTM C926. The weep screed shall be placed not Less than 4 inches (102 mm) above the earth or 2 o MIN. HEIGHT 78" ELECTRICAL inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the o FINISHED FLOOR SHALL BE MAX. 1 1/2" BELOW TOP OF THRESHOLD — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: 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 PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS o IN EACH SLEEPING ROOM — SIDING — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 o OUTSIDE EACH SLEEPING ROOM o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o ON EACH ADDITIONAL STORY — MASONRY o FIXED AND OPERABLE PANELS IN DOORS o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR o BRICK IS TO BE INSTALLED PER R703.8 ■ GLAZING WITHIN 24' OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED SHOWER o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 POSITION — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER ■ GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS ROOFING 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 — UNDERLAYMENT R905.1.1 o WINDOWS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED o Unless otherwise noted underlayment for asphalt shingles, metal roof shingles, mineral —surfaced roll 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 roofing, slate and slate —type shingles, wood shingles, wood shakes and metal roof panels shall 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 conform to the applicable standards listed in this chapter. Underlayment materials required to • WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE comply with ASTM D226, D1970, D4869 and D6757 shall bear a label indicating compliance to the . • BOTTOMEDGE OF GLAZING IS LESS THAN 18 A.F.F. — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED standard designation and, if applicable, type classification indicated in Table R905.1.1. Underlayment shall be applied and attached in accordance with Table R905.1.1. • 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 AND CIRCUIT BREAKERS OR RECEPTACLES • 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 ■ Exception: A reinforced synthetic underlayment that is approved as an alternate to KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, underlayment complying with ASTM D226 Type II and having a minimum tear strength in HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS accordance with ASTM D1970 or ASTM D4533 of 20 pounds shall be permitted. This o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND underlayment shall be installed and attached in accordance with the underlayment attachment ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT methods of Table R905.1.1 for the applicable roof covering and slope, except metal cap nails SURFACE shall be required where the ultimate design wind speed, equals or exceeds 150 mph. — NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 75 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 shall be installed in a manner that prevents moisture from entering the wall and roof through ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT joints in copings, through moisture permeable materials and at intersections with parapet walls and TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS other penetrations through the roof plane. LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 ■ SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 WOOD — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.3.8 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD INSULATION VENTILATION / ATTIC ACCESS - INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — 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 VENTS ONLY PER R806.2 — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS — 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 CV O N S C.� 0 0 O Q�� Mo l W r� •� o � o .o 00 � o c� �r Cr) 75 o 0 N 0 U to rou!w O L coo w O n, N U) _ W .� Q C� o � W � W o 0 Zo PRODUCT MANAGER I RELEASE I DATE: xx/xx/xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET GO.Oz 4 FIRST FLOOR PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 110 PAPER) 0 ^1 o O W M a) Q� V ) 00 �1 UM � o � w '"'■� vz N a Puttee rou PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.11 6� A 3 0 a D U w 0 0 w CD O cV Lu ;v b r_ 0 a - FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) �l ELECTRICAL SYMBOLS I 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) f—I STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) aiffCI STANDARD 110 OUTLET — GROUND FAULT CIRCUIT INTERRUPTER OF/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. F SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) $ f 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT >PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT - LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT -P - LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 0 EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE r=====:( LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR ® EP ELECTRIC PANEL (AFC] PROTECTED) SC SMOKE/CARBON ETl ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT O -0PB THERMOSTAT q TELEVISION OUTLET PUSH BUTTON SWITCH TELEPHONE OUTLET /O/ CHIMES GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) G GARAGE DOOR 0 WIFI HOTSPOT GUO OPENER DATA/TV vas 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 METER 150 AMP 42 CIRCUIT MAIN CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT P 1/2 PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC — 1-1/0 COPPER 1-3/0 ALUMINUM Tb ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP M COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 'I_i II III IIIIIIIII�I 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE w , i 4-1 c� O 0 ul) O H � o v rn U m d'+ c� c� � w � ccs N as tpulteu'rocd�r PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.11 e� D OPT FLOOD LIGH_' NJ- i COVERED LANAI - I `R `�' OPT. <' > QPF OPT., % -- <' ' > OPT ` - `--------L -------- 4'-0" 4'-0"-4'-41�2u 4,-0„ 4,-0„ GFCI -- I 1 OPTIONAL TV & ELEC. ------ 4'-0" 2'-6" 2'-611 11 F- __ - - - j - o------------ CD I , � R -° I OPT. OPT. OWNER'S SUITE O G , I� o I� OPT. OPT, L- - - - - - - - - III O I 'I 'I i i ER' cc. TH ' 4-0 OPT. DATA/TVqv' OUTLETS 18" BELOW CLG. „ SKS =OPT. MOTION SENSOR 3'-10" 3'-7" 3'-7" ', 4'-011 3'41 GATHERING ROOM i --------- - CAFE 0 el OPT. OPT. , I OPT. OPT. , O <� �> OpT. FLR. OUTLET OPT. OPT.' 13 -11� I I 9'-1 1/2" OPT. ------ OPT. L------------� ----------, P I o ` --z - OPT ,, - o ,x1 U �00 Po0 of , 0 0 o0 O, N J 00 i i I i i i i c0 m, j I ADD ADDITIONAL U.------- I CAB IT FOR ENT. --- PKG. OPT. KITCHEN- ----- o LA NDRY ---- - , P ' OPT. U.CAB. LT,'' F = —� rTJ,_, s I �1v,OP . ---� w ENTRY BA. 3 I STO 2 CAR GARAGE LLJ ---------------- I OPT. Ln GFCQ- OPT. COACH LIGHT - - — - - FOYER BEDROOM 5 R OPT, CD I � R OPT. 77 1 if , Z- -------------- TO SWITCHED GFCI'S ABOVE ------------- IN- SOFFIT FIRST FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) 0 OPT FLOOD LIGHT ', n" TYP. SPACING 04:METAL STUD, TYP. TYP. SPACING END NAILS, TYP. 2x4 WOOD BLOCKING INSIDE MFTAI LWOOD BLOCKING STACKED BETWEEN TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS PLATE, TYP. A 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. 110V DUPLEX OUTLET CHASE OUTLET Q LOCATION LOCATION �v 7 cV L 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 SWITCHED (TAMPER RESISTANT) #GFCI STANDARD 110 OUTLET — GROUND FAULT CIRCUIT INTERRUPTER #NP/GFCISTANDARD 110 OUTLET — WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) s4 f SWITCH, SWITCH = 3—WAY, SWITCH = 4—WAY —0— LIGHT FIXTURE — CEILING MOUNT �> LIGHT FIXTURE — WALL MOUNT © LIGHT FIXTURE — PENDANT -0-PC LIGHT FIXTURE — PULL CORD ►-® LIGHT FIXTURE — COACH LIGHT LIGHT FIXTURE — EXTERIOR WALL MOUNT LIGHT FIXTURE — LED DOWNLIGHT TTZ"� LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 0 EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE — 48" FLUORESCENT n n OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE ,- PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR OEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT T O —OPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH T TELEPHONE OUTLET /0/ GARBAGE DISPOSAL (GFCI PROTECTED) CHIMES DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT GUO OPENER DATA/TV M DIA S 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 'I 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/O COPPER 1-3/0 ALUMINUM - -I ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP D COMBINATTON SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL MCB I 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I -I III jI 1#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE 0 N 0 N F- Z U CD 0 U 'OMB ^1 0 0 C? r___i 00 c� 0 � O H ' � o v IS N U7=$ o N � PutteGrou PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.12 0 3 c 0 c 0 0 0 N O N N b K 0 J FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY 0- CD cV O N CD U oo -N O O 00 t\ f"1 Ln O d �m .o � w N 0 lffPu n � o- =4 O O N 1 � Q N ►�--+ � Q ct � O co U-) PRODUCT MANAGER RELEASE DATE: xx /xx /Xxxx PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET Pi.11 W� V, r TM Pulte, rou, pl, APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE 40'-O" 64'-8" — TqESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL -2014 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB LOT SPECIFIC AREA TABLE Sheet Number Sheet Title Description TOTAL GO.01 Cover Sheet- :CONDITIONED SPACE GO.02 General Notes CMU-1ST FLOOR BASE PLAN 1651 SF A1.11 1st Floor Plan CMU-2ND FLOOR BASE PLAN 1243 SF A1.21 2nd Floor Plan 2894 SF A2.01 Front Elevation & Details :NON -CONDITIONED SPACE CMU-COVERED LANAI 260 SF CMU-FRONT PORCH ELEV C2 100 SF CMU-GARAGE 2 CAR 416 SF —1— 776 SF A2.02 Side & Rear Elevations & Roof Plan E1.11 E1.12 E1.21 E1.22 P1.11 1st Floor Electrical Plan 1st Floor Electrical Options 2nd Floor Electrical Plan 2nd Floor Electrical Options 1st Floor Plumbing Plan 3670 SF P1.21 2nd Floor Plumbing Plan CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 Kitchen Refrigerator Choices No Refrigerator Laundry Room Washer and Dryer Choices No Washer and Dryer y Configuration Choices Configuration B ���®p�.(yK$H ( A WOOK `� T 171�A�lie �arq CODES4cL0 js) yWiiN Nmx,(V �, � � #C, DECD ReV,gtL�NO �E V��W AND . i t�CE�, '' CITE ®F �`Tg ; ORDINA Ce n� Z �'NyRI LLS PAN ZF , ExAMllvsj� Masonry Choices No Masonry Elevation Choices Craftsman (CR202) l r s Floor Hate e r g 9'-4" Plate Height Bath 2 Shower Choices Tub/Shower Combination Bath 4 Choices No Bath 4 Flex Room Choices Bedroom 5 Flex Room Ceiling Choices Tray Ceiling Garage Attic Choices No Attic Storage Garage Bay Choices 2—Car Front Load Garage Extension Choices No Extension Garage Water Heater Choices Electric Water Heater Gathering Room Ceiling Tray Ceiling Gathering Room Door Choices Sliding Glass Door LOT SPECIFIED PLAWNFORMATION Additional Hose Bib Location Rear Exterior First Floor Wall CMU Exterior Wall Exterior econd Floor Wall 2x4 Exterior Wall Customer Name Market Home, 6871-05301 Kitchen Layout Choices Layout 4 Laundry Layout Choices Layout 2 Loft Ceiling Choices Flat Ceiling Address Owner's Bath Layout Choices Owner's Bath Layout 1 Owner's Suite Ceiling Choices Tray Ceiling 6487 BRADFORD WOODS DRIVE Hear Living Area Kitchen Outdoor Kitchen ZEPHRYHILLS FL 133542 Near Living Area Patio Cover i Covered Patio Community W S Ind peed Choices Wind Speed 140 6871 OAKS OF PASCO a ra g e Handing a ra g e Left 6871-05301 ---- CD CV O CV CL U 0 00 O� Cn 00 o � o 00 Q � � o v� U c� M N 7=I o r—, w cf) N � tPulteGrou', 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 G0.01 N O N _ 0 a. FIRST FLOOR PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) AO' -A" LEGEND MASONRY — CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN 4ELEV. ELEVATION INDICATOR — ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4:� DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. 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. —20 WALLS ARE DRAWN 3 1/2" THICK —2x6 WALLS ARE DRAWN 5 1/2" THICK —8" BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING FURRING CD CD [V O cV c� CD 0 U 0 ®C:) o1 r --1 OO � O � 0 VJ O � O U`Y' r-q r-, m ct5 CO N � lliPulteGroup- C-4 � Ln � w O N � Q � o C) 1.2 O c � � H x � � PRODUCT MANAGER RELEASE DATE: XX /XX /XXXx PROJECT TYPE I Sinele Family SPECIFICA-HON LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.11 LEGEND MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4 DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. 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 10'-8 3 4" 2ND FL . 9'-4tt 40'-0" TRUSS BRG. 19-2 2-0 / / T.O. WINDOW 5'-11 1/2" " ' " 5'-31 2" 13'-61 2" 7'-10 1/2" N cfl HANDRAIL u. i CV i ,r O I rn I _I C f » N 0 -0 CDFINISH FLOORvr 42" KNEEWAL� O a 11'-11 1/2" OPT. OPEN RAIL ------ °TIP TBR t k BEDROOM 2 (D: N s BATH 2 TR cn O N LOFT " .�... STAIR CALCS. 2-0 3-31/2 3-51/2 �If d ' -� FRAME ' i FLOOR TO FLOOR HT. 10'-8 3/4" Z M - I �2Ex3lOG FOR 6 - — — RISERS 17 @ f7-9/16" Arne ScurnE 1 R1 S TREAD 17 @ 10 NOSING 1" o 00 1R1S i HANDRAIL N 3•. 3'-0" 3'-11" 4'-10" 5'-3" 15'-0" �, GRASPABLE 1-1/2 MIN 1 1/2 MIN. � r HANDRAIL; 1 RETURN ti 1/4" MIN TO HANDRAIL ___._._._ _ _A`° 1-1/2" MAX PLAN INTO 1X N 4S BEDROOM 3 - DIAMETER �'00 BACKER I WIC M 1 R1 S SECTION z BEDROOM 4 4 1/2" STAIR DIAGRAM I cri' 2030 FIXED(TEMP) 3050 SH* 3050 SH* TREAD o WiC N \ O W I O Ln o Ln I CID 4 1/2" � sT'ptic�, 1" NOSING 1R1S o PIP 3050 SH* 3050 SH* N 10'-0" 10'-0° 31-0" 3'-0" 7'-0" 71-0» Q 20'-0" 6'-0" 14'-0" rO�J 40'-0" d- L 0 N O N SECOND FLOOR PLAN W SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 1107 PAPER) K O J d CL CD o 0 Mo 00 o VJ � 0 .a my � v� -f✓ N d U .O N 0 0 o r—� M L� M � w 4.� a� O � Q � � O � o n3 f� � Q O oo Z PRODUCT MANAGER RELEASE PROJECT TYPE I Single Family SPECIFICAl10N LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.21 o 0 Mo 00 o VJ � 0 .a my � v� -f✓ N d U .O N 0 0 o r—� M L� M � w 4.� a� O � Q � � O � o n3 f� � Q O oo Z PRODUCT MANAGER RELEASE PROJECT TYPE I Single Family SPECIFICAl10N LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.21 0 o r—� M L� M � w 4.� a� O � Q � � O � o n3 f� � Q O oo Z PRODUCT MANAGER RELEASE PROJECT TYPE I Single Family SPECIFICAl10N LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.21 PRODUCT MANAGER RELEASE PROJECT TYPE I Single Family SPECIFICAl10N LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.21 -9 7 -QEI�L i o I \ 10'-8 3 4" 2ND F LR. 9,-4" 00 TRUSS BEARING I 00 � I 8, _ D„ T.O. WDW I d- o _I o co 3 ai 0 _ 0 a w 0 0 N Q 0 \ CD CV O CV t'rJ W 0 J d 8" LAP PER SPEC FRONT ELEVATION SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) F 4" 2„ CMU HEADER DTL, SCALE: 1/2' = 1'-O" ��SIDING PER SPEC ---"—TRIM BOARD NOTE BOTTOM OF TRIM TO START MIN. 1" BELOW PLATE LINE (U.N.O.) RAKE D ETAI L SCALE: 1/2' = 1'-0" 5/4"x6" SMOOTH TRIM MATERIAL 1"x4" SMOOTH TRIM MATERIAL 1"z4" SMOOTH TRIM MATERIAL .10 1"x4" SMOOTH TRIM MATERIAL FRAME HEADER DTL, SCALE: 1/2" = 1'-0' w �55 C n 4n cV CMU SILL DETAIL SCALE: 1/2' = 1'-0' + 1° N + -----GARAGE DOOR 6" GARAGE DETAIL SCALE: 1/2' = 1'-0" BRACKET DETAIL SCALE: 1" = 1'-0' go �1X4 TRIM I I 1 I 1X TRIM I I I I I I SIDING I �--8" CMU COLUMN 1'-4" I I 1X4 TRIM +1 STUCCO BAND CMU BASEtiI n COLUMN DETAIL DSCALE: 1/2' = -O" ELEVATION O Q C) c ? W r4 QQ cYi vJ Q 040 v=> U `Y' �o r..� c,S N � libulteGroup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.01 o, 3 e 0 0 46 c 0 0 w cn CV O N Q 0 0 cV O N w J a fIVVI r v-xI V SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) —ATTIC VENTILATION ZONE 3— ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 92 13248 0.307 44.160 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/ 6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 0 0 0 0.307 44.160 7 ROOF TOP ATTIC VENT. SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT, NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY I —ATTIC VENTILATION ZONE 2— ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1072 154368 3.573 514.560 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. SQ. FT. SQ. IN. LIN. FT. VENTS 1.429 205.824 2 2.144 308.736 50 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY 00 O I r� ao I 00 n rn I oo �t I o o 00 —ATTIC VENTILATION ZONE 1— ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1255 180720 4.183 602.400 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SO. IN. LIN. FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY Mm OPT. GRIDS PER-/ -OPT. 4° BANDING COMMUNITY SPEC (+1/2°) TYP REAR ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) SIDE ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) c5 0- 0 N O CV C.7 CD O U 0 w , C:) O r IW) M0 ? n , W M�M4 MMW l`J �1 0 v) O a O U `Y' M 03 V O c� r..� cz co 4 N = ItPulteGrouri U-) O O 00 � N •� W o � � W o � w a� � as W Q 0 00 PRODUCT MANAGER RELEASE x/XXXX PROJECT TYPE I Single Familv SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.02 CD cV O N w 0 J FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) 0/HOOD ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) OC, STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/GFgSTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. BE SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT 1' 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) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SMOKE/CARBON � ELECTRIC METER SC MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) THERMOSTAT EMERGENCY LIGHT -01`131 PUSH BUTTON TELEVISION OUTLET SWITCH CHIMES TELEPHONE OUTLET /O/ GARBAGE DISPOSAL E9 DOOR BELL CHIMES (GFCI PROTECTED) e GARAGE DOOR 0 WIFI HOTSPOT OPENER MEDIA S MEDIA /SWP BOX DATA/TV f DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT I] 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 M COMBINATION SERVICE 120-240 VOLT DISCONNECT SNATCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL kArR 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1' i „ mml= 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O O O M cf ), 00 c� o 00�0 � Ac7N �-1 O v � `Y' U cM 03 ;mall r--i f� •--, wbJD 0 S� c� N � O O � t � � w � v Q U w a cn � O W � o p W w PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Single Familv SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.11 3 0 P"-- - _ � OPT. COACH LIGHT - - - - - FIRST FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) TO SWITCHED GFCI'S ABOVE IN_ SOFFIT LIGHT N nI n" n' it TYP SPACING METAL STUD, TYP. TYP. SPACING END NAILS, TYP. ......................................................................................................... 2x4 WOOD BLOCKING INSIDE METAL WOOD BLOCKING STACKED BETWI TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS PLATE, TYP. A TOP OF STACKED BLOCKING METAL STUD, TYP. 2x6 WOOD STACKED BETWEEN BLOCKED METAL STUDS, TYP. WOOD BLOCKING INSIDE METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE END NAILS, TYP. > Li ,y a N Ln 110V DUPLEX OUTLET LOCATION CHASE OUTLET LOCATION Li 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING II ELECTRICAL SYMBOLS II STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) fiW0 STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OW/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET (&DW DISHWASHER OUTLET (GFCI PROTECTED) 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 TTL'S LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 0 EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE -�'r'� .� PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR CEP ELECTRIC PANEL (AFC] PROTECTED) SC SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT O -APB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ CHIMES GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV MEDIA S MEDIA /SWP BOX f DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT 11 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 71 ITS - III I II_ I ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP M COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL ►uro 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 11#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE w , Q O M c? 1 rl M O om � o 1 U r__q `Y' c� al •'■■� 7 O c� r"I c13 cf) 4-A 'I, SPulteGrourr L O C-4 o L\ cM \fl c C) U � N � Q U w ..,� � cn � O w � o o p z w � oho r4 PRODUCT MANAGER RELEASE XX/XX/XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.12 SECOND FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) II ELECTRICAL SYMBOLS II STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OW/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) $ f 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT ® LIGHT FIXTURE - PENDANT 1' PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR EP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO g DISCONNECT DETECTOR (AFC] PROTECTED) EMERGENCY LIGHT O THERMOSTAT � PB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ GARBAGE DISPOSAL (GFCI PROTECTED) CHIMES DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV MEDIA S MEDIA /SWP BOX DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT IL 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 COMBINATION SERVICE 120-240 VOLT MT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL kjrR 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTONS 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE a rM� W o 0 V J\ 00 Q � Q `Y' U rr cn as �-1 •O 0 N � ru [to Ciro ut PRODUCT MANAGER RELEASE XX/XX/XXXX PROJECT TYPE I Sinzle Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.21 3 a0 0 0 U U a> w L 0 0 cV CV N w L N O N w 0 J d F , , 1 1 5-6 1 /2" 5-6 1 /2" OPT, LO N OPT. i 1 n n 1 1 1 1 1 N � R ,--(.R,l- OPT. OPT. 1d0 L&1'0PT. TV BEDROOM 4 \ 1 1 1' n n ' - wr 3'-8 1/2" ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oGFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OP/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. gfl SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) f4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0" LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT R LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF Y L� LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) ® EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT n n OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR 01= EP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON FTL1 ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFC1 PROTECTED) THERMOSTAT EMERGENCY LIGHT TO OPT. -EPB PUSH BUTTON TELEVISION OUTLET SWITCH CHIMES TELEPHONE OUTLET ICY G FRB G EDI P SAL DOOR BELL CHIMES to GARAGE DOOR 0WIFI HOTSPOT OPENER10 BEDROOM 2DATA/TV 3'-1 1/2" 3'-1 1/211 MEDIA MEDIA /SWP BOX DATA /TV OUTLET n n OPT. ; --- ,> ---OPT. ELECTRIC MOUNTING HEIGHTS 1 STANDARD RECEPTACLES INTERIOR 18" AFF H 2 STANDARD RECEPTACLES EXTERIOR 18" AFF BA TH STANDARD SWITCHES 44" AFF Ilk 7'-1" DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF L BUILT-IN MICROWAVE 66" AFF OPT � , LTv; NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT � BREAKER BED OOM 3 a~ #4 COPPER 2" PVC CONDUIT R o 1/2 PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM 1�2OPT. PVC 1-1/O COPPER 1-3/0 ALUMINUM Tb wiC N 11-1 III- o OPT. ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE I `;' §'_IN SOFFIT GFCI OPT. TV rNi SWITCH BELOW ----------- WP/GFCI-------------- IN SOFFIT ------------------------------------------ - -- -----, SECOND FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-0" ON 11 x17 PAPER) 150 AMP M COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL �PD 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 'I_� II III IIIIIF::I 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE w , r IWJ Q o M M� W p 00 d� H �-I O v� U c� Q) •O c� O _j *PulteGrou,�-r 0 U-) Z n � o cn u 0 � U � Q � � o w � o � w � Q 00 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 1 SHEET E1.22 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY I I COVERED LANAI I ' I o I I c I p C I Z7 I _ I � I I n I m I z I I I I ' I I FIB J - r GATHERING ROOM _ CAFE I I OWNER' SUITE I I I I I I N i I i L------------J 9'-11/2" ICD L — — — ---- -----� I I I L c" 9'-7 1 /2" _ N _ I X ` I , I -- I `� II 00 ,�' 31 I I l o E 00 1`r7 VANITY LAV I PER SPEC STOR ______ KITCHEN 4- LAUNDRY REFRIGERATOR WATL2 p ___._ __...__....�.._.t1l � . -1 f I 6'-7 1/2" (� WASHER TO LEFT OF WI,+ DRYER = WATER CLOSET __ o r--------�r----- 15'-5 1/2" PER SPEC ENTRY 9'-5" I I I I I I I I 0 WH 2'-6" 2'-811 2'-1" BEDROOM 5 2 CAR GARAGE 0 FOYER m _ II II II 3 o II -n I 'n -- -- -------- - - - - - - - - - - - - - CD 0 [V O N FIRST FLOOR PLUMBING PLAN w SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) 0 J d c� 0 CV O CV 0 O w, O ( IWJ C) nq � o0 41 c� o V� O a O 00 ►5-1 W (� U M as ^^ 0 ?--�-1 l`J N a A, -KPulteGroup- RODUCT MANAGER P RELEASE DATE: XX /xx /xxxx PROJECT TYPE f Sinele Familv SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET pill THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY F 5'— 2 e i WATER CLOSET N BEDROOM 2 PER SPEC 0 i VANITY LAV LOFT PER SPEC BATH 2 L BEDROOM 3 BEDROOM 4 I WIC I WIC I i SECOND FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-0" ON 11 x17 PAPER) Z-5 v o0 o VJ � O Q a� T O a1 ' U � .o �w c� M � N PRODUCT MANAGER I RELEASE I DATE: XX IXX /XXXX 0 ' PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117,501 SHEET P1.21 v o0 o VJ � O Q a� T O a1 ' U � .o �w c� M � N PRODUCT MANAGER I RELEASE I DATE: XX IXX /XXXX 0 ' PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117,501 SHEET P1.21 PRODUCT MANAGER I RELEASE I DATE: XX IXX /XXXX 0 ' PROJECT TYPE Single Family SPECIFICATION LEVEL 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 6th EDITION (2017). WHERE MORE STRINGENT CODES ARE ADOPTED, THEY SHALL GOVERN THE WORK. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE, ETC. 4. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE. 6. ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-POSITIVENL06: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD ----- 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE _ 10.0 PSF BC LIVE LOAD w/ STORAGE _ 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD _ 60.0 PSF EXTERIOR WD WALL 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-10 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/ 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE "C" r' 2. 3. 4. 5. 6. D 1. 2. 3. 7. 8. 9. 10. 11, E. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Q 0 0 0 0 N 0 N w 0 CL 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. FOUNDATION: FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. ALL FILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8". CONFORM TO ASTM D 1557. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. ABANDONED FOOTINGS, 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. Wfiffikvirmalmom 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 Y OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5" SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0" SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE Y' TO 2 Y" IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL. MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (fm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8" x 8" x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE "S" OR "M". COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE, EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE 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 34" 4-1/2" 11" #7 1 42" 15-1/4" 13" F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO BE: CLASS "B". MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED RE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH WHICHEVER IS GREATER. WE WI 4. HELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. 5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8" -3/8" d>=8 in +/- 1/2" -1 /Z 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 2015 EDITION OF THE NOS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER @ 16" O.C. FOR WALLS 9'-5" OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPF OR SP NUMBER 2 OR BETTER ® 16" O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS @ 24" O.C. MAX. 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 2x4 STUD WALL PROVIDE: (1) 2x4 KING STUD AND (1) 2x4 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH 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. FRAMING DOUBLE OP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP 8. SEE RAMIN PLAN FOR D UB T PLATE CHANCES FROM 20 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. 10, ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12" O.C. UNLESS NOTED OTHERWISED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL. TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. 13. ALL FASTENING SHALL FOLLOW TABLE R602.3(1) U.N.O. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" (INCHES) O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. PROVIDE BRACING AND BLOCKING PER BCSI-133 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. I. ANCHORAGE: 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER, CAST -IN -PLACE BOLTS SHALL BE 1/2" DIA., EMBEDDED 7". USE 10" LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3"dA.229" PLATE WASHERS ARE ASTM/ASME B18.22.1, 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON 'STRONG -BOLT 2'PER FL PRODUCT APPROVAL #15731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON 'RTEN HD'PER FL PRODUCT APPROVAL #15730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON "SET-XP'PER FL PRODUCT APPROVAL #15730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL #16230.1. SIMPSON 'AT-XP" MAY BE SUBSTITUTED FOR SIMPSON SET-XP'. 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE: SIMPSON 'POWDER -ACTUATED FASTENERS'PER FL PRODUCT APPROVAL #15730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON 'TITEN SCREWS'PER FL PRODUCT APPOVAL #2355-R4. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58, PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET'PER FL PRODUCT APPROVAL #15730.5. 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL. 8. PRE -APPROVED SUBTITUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2" DIA, SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4" EMBEDMENT DEPTH AND 4'EDGE DISTANCE. b) 1/2" DIA. SIMPSON `TITEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9, PRE -APPROVED SUBTITUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: o) 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 AIR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 10. PLACE ANCHOR BOLTS AT 4" MIN AND 12" MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4" FROM CONCRETE EDGE, AND SPACED AT 24" O.C. MAX. 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 13. BOLT HOLES SHALL BE 1/16" MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K 1. FIELD REPAIR NOTES: MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASING #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. ABBREVIATIONS: 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN A. PLYWD =PLYWOOD AND/OR CURB CONDITIONS. B. OSB = ORIENTED STRAND BOARD 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE C. NAILING: MANUFACTURER, OR IS AT LEAST 2-3/" FROM ANY EDGE FOR Y" BOLTS AND 3 2" FOR %" AND %" BOLTS, THEN A C.A. 8d = COMMON NAIL STANDARD. EXPANSION BOLT EMBEDDED 5" MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED C.B. 10d - COMMON NAIL SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24TO 16 ( " 16'). C.C. 12d =COMMON NAIL 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE C.D. 16d - 0.135" x 3 1/2" GUN NAIL OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON C.E. EN - EDGE NAILING THE PLANS. TITEN HD SHALL BE A MINIMUM Y" x 6", OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN C.F. FN - FIELD NAILING ANCHOR W/SIMPSON TYPE "SET" EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6" MINIMUM EMBEDMENT C.G. SN - SIDE NAILING SLEEVE ANCHORS ARE NOT ALLOWED. C.H. BN =BOUNDARY NAILING 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR C.I. BF = BOUNDARY FASTENING SEE THE DETAIL IN THESE DRAWINGS. D. AB = ANCHOR BOLT FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESS THAN 1 1/2" FROM THE FACE OF THE TRUSS, A SHIM E. CMU= CONCRETE MASONRY UNIT MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3" NAILS). WHEN GAP IS F. CONC = CONCRETE GREATER THAN 1 1/2", INSTALL NEW ANCHORS. G. DIA = DIAMETER H. DTL = DETAIL I. FIND = FOUNDATION 4. CMU OVERHANGING SLAB J. MAX = MAXIMUM 4.1 FOR BLOCK OVERHANGING THE SLAB BY %" OR LESS, NO REPAIR IS NECESSARY. K. MIN = MINIMUM 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN %" AND 1 Y", GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. L. O.C. = ON CENTER 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 Y", CONTACT THE E.O.R. FOR REPAIR. M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 5. NOTCHED STUDS IN WALLS 0. TYP = TYPICAL STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING Q P. U.N.O. N. = UNLESS NOTED OTHERWISE NL N H WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD Q. I.L.O. = IN LIEU OF WIDTH IN BEARING WALLS (1-3/8"FOR A 2X4 STUD OR 2-3/167OR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING R. w/ = WITH WALLS (2-1/8'FOR A 2X4 STUD OR 3-5/16'FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN S. WD = WOOD A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4'X1-1/2" T. EE = EACH END SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'#"-SDS3 WITH (12)-1/4x3'SDS SCREWS, WHERE "#'CORRESPONDS TO THE U. HDR = HEADER NUMBER OF STUDS IN THE MULTI -PLY. V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. AIR = ALL THREADED ROD L. JURISDICTION SPECIFIC INFORMATION: Z. S.C. =SAW CUTS 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, �' MINIMUM EXTERIOR AA. C. J. = CONTRACTION JOINT GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE AB. DEN = DOUBLE EDGE NAILINGAC. REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT WOULD NEED TO BE ATTACHED COL COLUMN PER MANUFACTURER SPECIFICATIONS. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. AD. REIN -REINFORCEMENT - 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS THE KAYCAN VINYL SOFFIT IS INSTALLED IN AE. PLT = PLATE ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL AF. CANT. = CANTILEVER COMPLY WITH R703.1 AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER Roof Pressures Wall Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 16.4 -26.0 16.4 -45.3 16.4 -66.9 28.4 -30.8 28.4 -38.0 DESIGN PRESSURE CALICS Description Zone Width (ft) Height (ft) Effective Positive Negative Pressure Pressure Area (ft2) (psf) (psf) 16070 OHGD --- 16 7 112 24.2 -26.9 8070 OHGD 4 8 7 56.0 25.3 -27.7 6080 SG D 4 6 8 48.0 25.6 -28.0 25SH 4 3 5.25 15.8 27.7 -30.1 25SH (2) 4 & 5 6 5.25 31.5 26.5 -28.9 25SH (3) 4 9 5.25 47.3 25.6 -28.0 4010 FIXED 5 4 1 4.0 28.4 -38.0 3080 DOOR 4 3 8 24.0 26.9 -29.3 3050SH 4 3 5 15.0 27.8 -30.2 16080 SG D 4 16 8 128.0 24.0 -26.4 ,26SH (2) 4 & 5 6 6 36.0 26.2 -32.0 2030 FIXED 4 2 3 6.0 28.4 -30.8 (2) 2050 SH & 3050 SH 4 & 5 7 5 35.0 26.3 -29.8 DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS >>111i1i(Jfl' Fieldstone `� ono C.O.A.# 29349 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 (248) 622-4035 BENJAMIN NIESE P.E.#86025 ❑ THOMAS A. WEBER, PE P.E.# 73242 of I(/! F'k R10' 1'1 FLORIDA oDALE ��S ..... Jr'irjONAt. SIGNED x\\ c5 L2 CD f 0 U 0 w` C:) O \'J ? r4 4-J0 o O n � � O 45 N � U� d� c'n M cq � w b� cz N c *PulteGroup- lag ST v o_ O M N U O 1 cn O w O ¢, Cn � O w � � O o U PRODUCT MANAGER RELEASE DATE: 03 /27 /2020 PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER 2375.500 SHEET SO.1 (1) #5 REBAR w/ 25" LAP U.N.O. g" OR 12" SQUARE 8" C.M.U. FINISH PER ELEV. OR ROUND C.M.U.COL. PER PLAN -0'-O" SLOPE 2—; FINISH GRADE I 00 a.. I _ CDMONOLITHIC FOUND. PAVERS PER SPEC. W/ (2) #4 DIA. RODS . ;:..+. <.; >,...... CONT. ON CHAIRS 9" STARTER COURSE ° ' r' CONCRETE FOOTING PER PLAN 1-4 @ 2 STORY ALT. CMU SEAT @ -1Yz" PER PLANOf 01 =oi EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB Fo3B MASONRY COL. ON SPREAD FTG. (Paw SCALE: 1/2"=1'-0 SCALE: 1/2"=P-0 PER ARCH A PER ARCH Q 8" C.M.U. BLOCK FILLED ¢ SOLID w/GROUT CD LJ Ql 4" C.M.U. BLOCK PER ELEV. � CM 0'-0" SLOPE 0'-0" ' SLOPE 25" LAP MIN. (1) #5 REBAR .::, o z M C7 PAVERS OR SLAB PER SPEC. 'o z CONCRETE FOOTING CONCRETE FOOTING • t ;' + ' PER PLAN PER PLAN PER PLAN PER PLAN F03D MASONRY COL. ON SPREAD FTG. SCALE: 1 /2"=1'-0 3/4" RECESS IN SLAB 10 1/2" FINISH fL00R� 8" C.M.U. WALL FINISH PER ELEVATION 3/4" RECESS IN SLAB FINISH FLOOR SLOPE -----MONOLITHIC FOUND, w/(2) #4 DIA. RODS CONT. ON CHAIRS. os GARAGE DOOR RECESSED SILL SCALE: 1/2"=1'4 RECESS WITH PAVERS 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ 3" POWDER ACTUATED FASTENERS OR TAPCONS @ 16' O.C. OR (2) ROWS 12d 1/2" G.W.B. EA. SIDE GUN NAILS 012' O.C. STEP PER PLAN SLOPE t4"V0" 6 1/2" (1) #4 ROD CONT. ON CHAIRS UNO .os THICKENED SLAB GARAGE (NON -BEARING) 1'-0" -4" @ 2 STORY RECESS WITH SLAB 2x P.T. PLATE SECURED TO SLAB w/ 3" POWDER ACTUATED FASTENERS OR TAPCONS @ 16' O.C. OR (2) ROWS 12d GUN NAILS @ 12' O.C. START SLOPE HERE 2" SLOPE SCALE:1/2"=1'-0 CORNER BAR NTH 25" VERTICAL DOWEL # '4 MIN. LAP SPLICE EACH AS REA'\ D IN PLAN SIDE, SAME SIZE AS CLEAN COMP) II CONT. FOOTING STEEL ALTERNATE TO CORNER' ;4 .: ° ` NUMBER OF CORNER SPLICE: PROVIDE CONT. STEEL REINF. BARS BENT .) �a BARS EQUALS NUMBER OF CONT. BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE q...': BUILDING CODE. NUMBER OF REBAR PER PLAN 25 MIN. PVC SLEEVE 40 LAP SPLICE 1'-4" @ 2 STORY F12 REINF. PLACEMENT AT FTG. CORNERS F13 BEARING PENETRATION DETAIL SCALE: 1 /2"=1'-0 (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. FINISH GRADE SLOPE SLAB z THICKENED SLAB EDGE SCALE: 1 /2"=1'-0 SCALE: 1 /2"=1'-0 REINF. PER PLAN w/30" LAP MIN. w o=^ LU Q z o z I � 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR p w � � 'o z 8" C.M.U. WALL FINISH PER ELEVATION MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 2x AT 24"O.C. MAX. 1/2" G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS DE VI PAVERS TYP. #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM 8" OR 12" SQUARE OR ROUND C.M.U. COL. PER PLAN w i nl nff � CONCRETE FOOTING PER PLAN PER PLAN MASONRY COL. ON SPREAD FTG. (Concrete) SCALE: 1/2'4-0 MASONRY COLUMN PER PLAN REINF. PER PLAN CMU COL. PER w/30" LAP MIN. PLAN w op^ L"¢ z mof CD i #5 BAR w/ 25" MIN LAP PAVERS OR SLAB PER SLOPE ' SPEC. CONCRETE FOOTING PER PLAN PER PLAN ox MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1/2"=1'-0 (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS CMU COL. PER PLAN —#5 REBAR w/25" MIN LAP -O'-O" SLOPE OIL—; w co p �¢ -2 m CONCRETE FOOTING PER PLAN PER PLAN 01 rers) MASONRY WALL CORNER ON SPREAD FT SLOPE Q POURED CURB w FINISH GRADE 11 ¢ z 00 o z PAVERS OR SLAB PER =• CD Z _ I —MONOLITHIC FOUND. SPEC. , .: -!i` . ' 'o w/(2) #4 DIA. RODS CONC. FTC. PER PLAN CONT. ON CHAIRS 1� PER PLAN 1'-4" @ 2 STORY MASONRY COLUMN ON SPREAD FTG. Pavers Foa EXT. MASONRY WALL@ GARAGE SCALE: 1/2"=1'-0 SCALE: 1/2"=1'-0 - 2-1/2" @ IMPACT z ¢ GROUT BED DOOR PAVERS PER SPEC DOOR PER SPEC PAVERS PER 3" (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS - VARIES) 0'-0" F.F. SLOPE .�-. 0'-0" F.F. SLOPE v 7/ PER PLAN co— :.. — — 00 o — — III it I II I I' I I _ MONOLITHIC FOUND. MONOLITHIC FOUND. 3,1 n 1'-4@ 2-STORY- w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 1' 4" @ 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS o7 EXTERIOR DOOR SILL @SGD Pavers EXTERIOR DOOR SILL @ ENTRY Pavers SCALE: 1 /2"=1'-0 SCALE: 1 /2"=1'-0 2X AT 16" O.C. W/ 2X AT 16" O.C. W/ 1/2" GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR 1/2" GWB EA. SIDE 2 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT STEP PER PLAN SLOPE SLOPE (2) #4 ROD CONT. (2) #4 ROD CONT. [10 ON CHAIRS 6" 1'-01, 10 1/2" ON CHAIRS 1/2" 0" 10 1/2" os THICKENED SLAB GARAGE (BEARING) SCALE: 1 /2"=1'-0 PENETRATING PVC SLEEVE NT 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS PLAN I L J VEHICLE SIDE OF PEDESTAL MASONRY WALL ON CONTINUOUS FTG, Z I I I a 30" GAS WATER HEATER PEDESTAL SCALE: 1 /2"=1'-0 #4 REBAR 3" FROM TOP & 10" BEND @ BOTTOM LOCATE PER ARCHITECTURAL DRAWINGS SCALE: 1 /2"=1'-0 SCALE: 1 /2"=1'-0 #5 REBAR w/25" MIN LAP DOOR PER SPEC DOOR THRESHOLD PER PLAN 0'-0" T. BRICK PER PLAN RESHOLD a. 00 III -I i-I 1 III=111- :, MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS ALT. FLUSH BRICK 1'-4" @ 2 STO Y THRESHOLD EXTERIOR DOOR SILL ENTRY (Concrete) FINISH GRADE logoIV, III - -- SCALE: 1/2"=1'-0 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL 2X AT 16" O.C. W/ SPECIFYING ANCHOR REQUIREMENT 1/2' CWB EA. SIDE (2) #4 DIA. RODS CONT. ON CHAIRS e: N a: CD 10" 1'-0" 101, Fio THICKEND SLAB 0 INTERIOR WALL (BEARING) SCALE: 1 /2"=1'-0 �jjj fill Opo Fieldstone C.O.A.# 29349 \ .' 3400 AUBURN RD., #200 O r AUBURN HILLS, MI 48326 (246) 622-4035 BENJAMIN NIESE P. E.# 86025 ❑ THOMAS A. WEBER, PE P.E.# 73242 $ OF 41011110',•'• FLORIDA 06-03-2 S DATE S 6N�D t 14AL E? fill I r ^} o O Vr o 19* 00 '� O 1J J : O C 00 Q a� .1 U 11zv `Y' M ct� -1 bA � I N � *PulteGroup- PRODUCT MANAGER RELEASE DATE: 03 /27 /2020 PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER 2375.500 SHEET S1.0 cc 40'-0" 14'-0" 26'-0" JAI 11'-8" 8" F03C S1.0 24"x24"x12" CONC FTG w/ #4 REBAR @ 6" O.C. EA WAY 11'-8" 24"x24"x12" CONC FTG w/ - #4 REBAR @ 6" O.C. EA WAY F03C $1.0 L �s� F F11 FO3G o F11 -- W --- S1.0 S1.0 o S1.0 o 0 (OUTDOOR KITCHEN o o n n i » a i ee 7 -0 8' 3 -0 I n e » n i n n n L.8" 10 -2 8 3 -6 8 6'- 8 8» 2' 0" F12 N S1.0 VERIFY M.O. VERIFY M.O. �' VERIFY M.O. --- ---------- -- --------------------------------------- ------------------ I C------- T - d- _ F01 I S1.0 I o 0 d ■; S. C. F07 ;■ I I S1.0 I I I � Ln I � I o � 0'-0" N t , i I O r, I I I I' S. C. I I I I I � g" 3'-0 1 /2" I■ I F10 ■, o I 1 STORY 51.0 24"x24"xl2" CONC 1 STORY °� LJ 2 STORY - - -- -- F _ —_ cv FTG w/ #4 REBAR @ 6" O.C. EA WAY 2 STORY ' ■ n �' _ 6'-10 -1/ 2 =' 6'-6 1 /2' —1 \ ' 17'4"cxD ■ 14'-8 3/4" Y' co - 1 18'-2 1/4" I I S. C. ■ 00 � F10 S1.0 I I I � co I FO6 REFER TO ARCHITECTURE FOR ACTUAL WALL LOCATION - ■ S1.0 \ N l p LC� I S. C. I CD--\ CV �, ., ' LOCATION PER F32 ARCHITECTURE START SLOPE HERE REFER TO DETAIL FOR VAR ES I j F09 51,0 ■ S1.0 FLUSH ENTRY CONDITION /00 ■ S. C. i � LJ I I / I ■ o I VAR ES F09 PROVIDE (2) #4x3'-O" S1,0 LONG CORNER CRACK csD BARS @ ALL CORNERS 00 j OF SLAB (TYPICAL) I o i ■ F04 S1.0 `SD - o 0 `� o o FO7 ■ S1.0 o LQo d S.C. [at------------ E-1 IN ■ --- ■ ■ F04 _ VERIFY M.O. [8" VERIFY M.O. ■ I FO6 S1.0 I '-0' 1IIIIIII10p 4'-0" 3'-11» 7'-0" 8» 2'-9" d o 0 24"x24"x12" CONC FTG w/ o #4 REBAR @ 6" O.C. EA WAY d io I ■ ■ ■ 0 ■ ■ ro. VERIFY M.O. _ '-0 8" 16'-8" 8" '-0' 6'-10" 20'-0" 40'-0" FOUNDATION PLAN ELEV. C2 SCALE: 1 /4"=1'—O" - Sl1 .0 12'-6" 20'-0" F03D » S1.0 ,���tllllttt� ooOFieldstone C.O.A.# 29349 3400 AUBURN RD., #200 = 0 AUBURN HILLS, MI 48326 (248) 622-4035 _ BENJAMIN NIESE P. E.# 86D25 i �A ❑ THOMAS A. WEBER, PE i Q TATE P.E.# 73242 FLORIDA 0 r� MOP' / �1Q! N DATE SIGNED AL ��{ 1111{ a w , O o ( IWJ � /0 � �J •� o 0 �00 Q`r' � CYN O V ern cln cis • rcu V -O J �—' c� w r--� cz Cr N a Putt PRODUCT MANAGER RELEASE DATE: 03 /27 /2020 PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER 2375.500 SHEET sil WALL BASE PLAN @ ELEV. C2 SCALE: 1 /4"=1'-0" #5 REBAR IN VERTICAL GROUT FILLED CELL ROUGH OPENING BELOW p PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAE w N.IS. MITER LINTELS BY FIELD CUTTING #5 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL #5 BAR AS SHOWN COLUMN BELOW 00o Fieldstone C.O.A.# 29349 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 = o• 86Q (248) 622-4035 BENJAMIN NIESE _ P.E.# 86025 :. ❑ THOMAS A. WEBER, PE TATE Q {� P.E.# 73242 FLORIDA 06-03-2020 DATE SIGNED fit! 1 114�� u o O M 1 ^ , W r-I 00 vJ O O t\ T Qa� 1^11 Q W d� Ven di cz • w "21 .O o ul) M 4-a 411 N as Pule PRODUCT MANAGER RELEASE DATE: 03 27 2020 REVI DATE DESCRIPTION PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER 2375.500 SHEET S2.1 W05 _ S4.2 TYP. W01 _ S4.2 TYP. . m N co \ N 0 N co 0 a SECOND FLOOR FRAM @ PLAN @ ELEV. C2 SCALE: 1 /4"=1'-O" LEGEND DETAIL INDICATOR xXX 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 2x6 ------- 3'-5" - 6'-0" DOUBLE 2x8 ------- 6'-1° - 8'-6° DOUBLE 2x10 2 JACK STUDS, EACH END. 8'-7" - 12'-6" DOUBLE 2x12 (2) JACK STUDS, EACH END. o°o Fieldstone ,.��`��"'! C.O.A.# 29349 3400 AUBURN RD., #200 0.860 AUBURN HILLS, MI 48326 (248) 622-4035 -' E BENJAMIN NIESE P.E.# 86025 EJ THOMAS A. WEBER, PE Q TAT I(/: P.E.# 73242 i /�'� .e ORID�`.�1�►; FLORIDA s /Si�'ONAL 06D-0E-50NOD ti�>>�� jlWj o 1 ^' W rl oo O 0 O 000 'di n-I �o vcn U e--� J cn cz + N as PRODUCT MANAGER RELEASE 020 PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL I Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER 2375.500 SHEET S2.2 AT EA VERTICAL CHORD OF FLOOR TRUSS. LUS26 w/ (8) 0.148"x1-1/2" EA TRUSS TO LEDGER. FLOOR LOW ROOF FRAWNG PLAN @ ELEV. C2 SCALE: 1 /4"=V-0" GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL. 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 " APA RATED SHEATHING, 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2332" MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS, 8. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND LTR DETAIL INDICATOR sFiT 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. ,1�111111� 1� 000Fieldstone ,.��`��a""' • • :�, C.O.A.# 29349 1 �!. S 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 (248) 622-4035 BENJAMIN NIESE P.E.# 86025 i _ �A �� •. ❑ THOMAS A. WEBER, PE P.E.# 73242 Q E OF �(/! kCOR[Op' FLORIDA �/ •' ���� ODATE 'o 'ss�ONAL SIGNED W m w, IW) O Mo I 00 VJ � O a O 11�1 Lf� O ^� W �1 v � as V O c� b N tPulteGnourv- F PRODUCT MANAGER RELEASE DATE: 03/27/2020 PROJECT TYPE f Sinzle Family SPECIFICATION LEVEL I Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER 2375.500 SHEET S3.1 SECOND FLOOR ROOF FRAMING PLAN @ ELEV. C2 SCALE: 1 /4"=1'-O" w 9 J n. GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL. 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 " APA RATED SHEATHING. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2%2" MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. 8. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND LTR DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF F//77A 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. 00o Fieldstone C.O.A.# 29349 Qi 3400 AUBURN RD., #200 ^' AUBURN HILLS, MI 48326 (248) 622-4035 * _ BENJAMIN NIESE P.E.#86025 I'd ❑ THOMAS A. WEBER, PE TE OF P.E.# 73242 FLORIDA ' .!°CORLO0. ...' 06-03-2020 //NAL ��'� J��1I DATE SIGNED I I II1it,` U w , ( IWJ o O Mo t J ? r-1 cu 00 O r1"1 VJ � O � O 00 n� F� ull) %-1 O V M r-•1 r� d� M cC5 i-1 � w cz +-+ N � litPulteu'rou .1 PRODUCT MANAGER RELEASE DATE: 03@7/2020 PROJECT TYPE I Sinzle Family SPECIFICATION LEVEL I Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER 2375.500 SHEET S3.2 z 0 Q J Z 2z BLOCKING AT SHEATHING EDGES NOTE: REFER TO ARCHITECTURAL STRUCTURAL SHEATHING CONTINUOUS DRAWINGS AND/ OR TRUSS AT TRUSS HEEL, w/ SHEATHING EDGE MANUFACTURER DRAWINGS FOR NAILING REQUIRED. CONTINUOUS STRUCTURAL SHEATHING SPECIFIC TRUSS PROFILE FRAMING PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). WHEN 9-1/4" < "D" < 15-1/4": TRUSS ANCHOR PER PLAN SOLID 2x BLOCKING BETWEEN z TRUSSES ATTACHED TO TOP Q STRUCTURAL SHEATHING DETAIL AT RAISED HEEL PLATES w/ 8d NAILS @ 6" O.C. SEE PLAN AND DETAILS FOR ALONG LENGTH OF BRACED ATTACHMENT WALL PANELS a PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX, TRUSS ANCHOR PER PLAN FASCIA SEE ARCH. DRAWINGS - BOND BEAM PER PLAN N SHEATHING PER PLAN R01ROOF TRUSS ON MASONRY STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 20 w/ (2) 12d NAILS —� 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 T' BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 0 O BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE, ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 - CONNECTOR. 2x BLOCKING BETWEEN TRUSSES w/ (3) 8d INTO SUPPORT @ EA END TO ADJACENT TRUSS OR TO TOP PLATES SHEATHING PER PLAN TRUSS SCREW THRU LOCATION OF BRACING AT TOP PLATES TO TRUSS VAULTED TRUSS. DETAIL AT RAISED HEEL TRUSS SCREW O O PER PLAN NOTE: CONTINUOUS BRACING TRUSS MANUF. REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). FRAMING PER PLAN 1�. TRUSS SCREW THRU TOP PLATES TO TRUSS (D TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL R0211 ROOF TRUSS ON FRAME 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING "X" = 10% AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK HOUSE WIDTH FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SHEATHING PER PLAN SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" STRUCTURAL SHEATHING CMU ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL, WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT 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. 20 \ 2x4 NAILED FLAT TO TOP OF BRACE (7' 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN @ TOP STRUCTURAL NAILS @ 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. % BRACE SPLICE SHOWN FIELD NAILING PER PLAN T \ 2x4 BLOCKING A 48 O. . - C 3 TRUSS BAYS FRAMING 2x6 NAILED @ BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE �,�,,GABLE 1 HIS. END TRUSS BRACING DETAIL GABLE END 2x4 LADDER FRAMING AT 24" 0 C REQ'D AT (8) 10d NAILS EACH `. ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2x6 w/ (2) 12d NAILS CMU WALL STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d @ EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING (4) 1/4" 0 c 2-1/4" MASONRY Y) SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 COND110NS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2, UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. I 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS STRAP REPAIR W R13 �� (TYPICAL CMU WALL CONNECTION) 0 CL 0 ` � O RIDGE X O GABLE END BOSTON HIP x 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d @ EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS — OR — PER PLAN 2x4 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS SHEATHING PER PLAN. GABLE TRUSS PER PLAN ""'CTURAL THING SEE PLAN ATTACHMENT ENGINEERED SES AT 24" O.C. 20 BLOCKING AT 2'-0" O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS EDIMENT BLOCKING @ GABLE au SHEATHING PER PLAN BOND BEAM PER VALLEY SET TRUSSES PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" AT 24" O.C. MAX. GAP FROM TOP OF ROOF SHEATHING VALLEY SET TRUSSES VALLEY SET TRUSSES 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING PER PLAN AT 24" O.C. AT 24" O.C. FOR VERT. REINF. MIN. 9" LONG 20 GA. ROOF SHEATHING ROOF SHEATHING FLAT STRAP w/ (8) 10d PER PLAN PER PLAN WALL BRACING AT NON -BEARING EXTERIOR WALL f77�1� R07 KM SHEATHING PER —OR— SHEATHING PER -OR- I \ — SHEATHING PER PLAN. PLAN. -,---,--- _- --- a - — _ _7�� 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. DnQVALLEY SET OVER FRAME 1l ) "X" = 10% "X" = 10% OF HOUSE WIDTH HOUSE WIDTH T C O RIDGE 0 HIP X (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW 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. 2x4 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 ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE: 7/16" SPAN RATED PLYWOOD OR OSB 8d RING SHANK 0.113" x 2-3/8" 1 2 3 OFFSET DIMENSION "X" = 10% HOUSE WIDTH "X" TILE: 15/32" SPAN RATED PLYWOOD OR OSB PANEL EDGES @SUPPORTS (1) 6" O.C. 6" O.C. 4" 0.C. PANEL FIELD 1 6" O.C. 6" O.C. 6" O.C. METAL: 15/32" SPAN RATED PLYWOOD w/24 GA. 19/32" SPAN RATED PLYWOOD w/26 GA. NOTES: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X" OFFSET FROM ROOF EDGE. 30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE R11 ROOF SHEATHING ATTACHMENT DIAGRAM KM 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS, BLOCK 8'-0" BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND @ 32" MAX. SPACING ---IF LENGTH IS LESS THAN 4'-0" USE 20 "L" BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 20 "L" BACKS. NAIL "L" BACKS w/12d @ 12"0.C.(NOTCHED @ TOP w/2-12d TOENAILS "L" BACK —EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLANIJ PARTIAL GABLE END TRUSS DETAIL R09C .� PARTIAL GABLE FASCIA SEE ARCH. DRAWINGS 20 PURLIN @ EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL @ 8" O.C. 20 BLOCKING AT DIAGONALS ONLY, ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS, BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 T' BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 20 BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 2x SHTG. 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 BLOCKING "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 8" CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING, UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN CH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE 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" O.C, AND 4" O.C. TO RAFTER/SUB-FASCIA IPER PLAN 2x4 FIELD FRAMED RAFTER @ 16" O.C. MAX SPACING - TOE NAIL ONE SIDE OF RAFTER TO LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE SIDE, INSTALL A35 w/BOTTOMS BENT AND ATTACHED TO BOTTOM OF LEDGER & RAFTER w/ 10d x 1 1/2" NAILS. CONNECT TOP AND BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS 2x4 LEDGER TO FASCIA CUT FRAME: PER SPECS w/ (2) w/ 1/4" x 3" WOOD SCREW @ 16" O.C. p�SUSPENDED RAFTER 1 ''*v Scale: /2"=1'-0" File Name: BOSTON HIP PRE-ENGINEERED ROOF TRUSSES @ MAX. 24" O.C. SHEATHING PER ARCH 1x4 FURRING AT INSTALLED PER MANUF. MAX. 16" O,C. w/ (3)10d AT EA TRUSS sot EXTERIOR CEILING FURRING SCALE: N.T.S. ���1111111��� 0�0 Fieldstone C.O.A.# 29349 3400 AUBURN RD., #200 AUBURN HILLS, MI 46326` (246) 622-4035 M BENJAMIN NIESE P. E.# 86025 ❑ THOMAS A. WEBER, PE ST OF P.E.# 73242 FLORIDA i /�', �S'. [ORI0'.��,`� /// TONAL 06-03-2020 /�111111111��� DATE SIGNED O � O r.. I 00 c� O 0 VJ F�' O 00 ^� %-1 O Q Cn a� U cq Q •O r—I � w btJ _" O N as tpulteGrourr s a i< N z_ •VM4 rm v o 10 00 �M d N U O 1 O � H E--4 0 W 0 o w O Q O P4 PRODUCT MANAGER RELEASE DATE: 03 27 2020 REV# DATEIDESCRIP110N PROJECT TYPE SPECIFICATION LEVEL Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER 2375.500 SHEET S4.1 0 0 0 N O N w 0 J a nvnicu�in� nwunv 0 0 0 O ° 0 0 0 0 0 0 0 0 0 ° °--NOTE: PROVIDE BLOCKING AT ALL ° o ° ° SHEATHING EDGES. o ° ° o o o 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 o 0 0 0 0 o 0 0 0 0 0 o co AIL SPACING AT ° o ° 0 ° 12" IN 01 ° FIELD ° 0 ° ° 0 o 0 0 0 0 o o o o EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" SHEATHING 8d 3" O.C. 3" O.C. 12" O.C. ALL EDGES SINGLE NAIL EDGE SPACING 1/2" 1/2 S 0 ° 0 C_i1 /2" DOUBLE NAIL EDGE SPACIN( NAILING �20 BLOCKING STUD SPACING PER PLANL/ STRUCTURAL SHEATHING PER PLAN_V��� SHEATHING SPLICE -SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STU[ 2x P.T, PLATE SECURED TO SLAB w/ 3" POWDER AC% FASTENERS OR TAPCONS @ O.C. OR (2) ROWS 12d GUN NAILS @ 12" O.C. W11 OAD BEARING WAL DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2X P.T. SOLE PLATE w/ 1/2" DIAM. ANCHOR BOLTS (10 + 2) AT 32" O.C. MAX. 0" EMBEDMENT OR 5/8" DIA. EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN. OR 1/2" DIA EXP. BOLTS AT 24" O.C. W/1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB w/ 30 PLATE WASHERS W10 STUDS AT 16" O.C. THING PER PLAN REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION @ EA STUD STUDS AT 16" O.C. EATHING PER PLAN -TOM PLATE CONNECTOR: SDWC15450 SCREWS @ EA STUD REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL w/UPLIFT AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. FASTENERS TO BE 1/8" DIA. MIN. AND EMBEDDED 3/4" MIN. MINIMUM SHEAR CAPACITY TO BE 150f 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. 0"-16" MAX. GAP 2A FILL w/ 2" MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. 1x P.T. SHIM NOTES: ALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION DETAIL. WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE FASTENER MUST EXTEND THROUGH lx SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. ARCH FRAMING DETAIL W13 W16 EXTERIOR CONC.WALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" MIN 8d 3" O.C. 3" O.C.12 O,C. ALL SHEATHING EDGES W021GABLE END SHEATHING DETAIL L2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2"d' "L" BOLTS OR 5/8"x6" SIMPSON TITEN HYS w/ 2" WASHERS AT 24" O.C. & WITHIN 6" OF TOP AND BOTTOM. OR (2) ROWS OF 1/4%3" MASONRY SCREWS @ 12" O.C. STAGGER ROWS 6" FRAME TO BUCK TO MASONRY EXTERIOR CONC.WALL- 1/4" DRIVE-IN ANCHOR GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. —\, 1/2" x 2 1/4" HILTI SLEEVE ANCHOR OR EQUAL. MIN. 1 1/2" EMBED INTO MASONRY. (1) PER BRACKET FRAME TO MASONRY YPICAL GARAGE DOOR ATTACHMENT DETAIL INT FINISH 1x WOOD 1X PT BUCK ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL SILICONE SEALANT FINISH PER ELEAVATTON WOOD BUCK ATTACHMENT: 1x CUSTOM PT BUCK TO MASONRY. MATCH FRAME WIDTH, ATTACH w/"T" NAILS @4" FROM ENDS AND 12" O.C. REMAINDER. ATTACH WINDO THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL ALTERNATE: 2x_ OR GREATER BUCK TO MASONRY BUILT—UP THICKNESS <2 1/4" = 1/4"OX4" TAPCONS @4" FROM ENDS AND 12" O.C. REMAINDER. w/1 1/4" EMBEDMENT W14TYPICAL WINDOW ATTACHMENT DETAIL INT FINISH WOOD BUCK ATTACHMENT: 1x WOOD 2x_ OR GREATER BUCK TO MASONRY BUILT—UP THICKNESS <2 1/4" 2x PT BUCK = 1/4"Ox4" TAPCONS @4" FROM ENDS AND 12" O.C. REMAINDER, w/1 1/4" EMBEDMENT ALTERNATE: ACH DOOR PER RIDA PRODUCT 'ROVAL �K MOULD SH PER ELEAVATTON TYPICAL DOOR ATTACHMENT DETAIL W15 STRAP INSIDE FACE OF WALL PER MTS16 FROM EA. TRUSS W10 WHEN TRUSS STRAPS TO HDR. INSTALLED ON INSIDE < (NON -SHEATHED) FACE OF WALL EDGE NAIL SHEATHING SIMPSON H2.5A @ TOP & BOTTOM OF PER PLAN DEL. 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'D, OPENING FRAMING (JACK STUDS ONLY) PLATE TO BE SPLICED OVER A STUD. STRAPPING AT INTERIOR PROVIDE 48" LAP SPLICE w/ (3) 10d FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES DBL 2X TOP PLATE. BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 16" O.C. PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO CONT. w/ 10d COMMONS AT 16" O.C. MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 w/ (18) 1Od FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM - (1) SIMPSON LSTA18 AT 3" O.C. ALL AROUND HEADER CENTER ON HEADER. OPENING CONNECT WALLS PER W10 DETAIL @— STRUCTURAL SHEATHING PER PLAN INTERIOR NON -SHEATHED WALLS (ON OPPOSITE SIDE OF WALL) DOUBLE SILL AS REQ. FOR 2x STUDS AT 16" O.C. SHUTTER ATTACHMENT __ zl 2x STUDS AT 16" O.C. - —-- I I I I SHEATHING PER PLAN @ EXTERIOR I I I I WALLS AND SHEAR WALLS (ON I I OPPOSITE SIDE OF WALL) EDGE NAIL SHEATHING I I I I (1) SP4 TO KING & JACK STUD U.N.O.- PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN _Ll_JL NOTE: FOR EXTERIOR BEARING WALLS ONLY 1AIIII11119YPICAL FRAMED _BEARING WALL v v v v 19's EBAR, CONT. IN BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. EBAR VERTICAL IN I FILLED CELLS, PLAN). EBAR VERTICAL ED 25" MIN. U.N.O. CLEAN OUT AT ALL D CELLS. =OUNDATION PLAN DETAILS FOR FOOTING -ORCING. IV LMF (I If IVML) W1 TYPICAUF ILLE�DC ELL DETAIL 9 STUD COLUMNS PER PLAN A' SDS SCREW @ 16' O.C. — STAGGERED EACH SIDE OF POST (RESULTING IN 8' O.C. UD COLUMNS PER PLAN OVERALL SPACING) 4-PLY: r x 5" SDS SCREWS 5-PLY: Y," x 6" SDS SCREWS 6-PLY: A" x 8" SDS SCREWS 1-PLY: Y° x 8" SDS SCREWS CS16 OR EQUIV. (TOP, MIDDLE AND BOTTOM) )d NAILS @ 8' O.C. PLY) (2) 10d NAILS @ 8" O.C. (EACH PLY) PRIMARY METHOD ALTERNATE METHOD )STUD PACK DETAIL FOR (4) PLY OR MORE STUD COLUMNS TRUSS BOTTOM CHORD PER MANUF. @ 24" O.C. I I EDGE NAIL SHEATHING TO TOP I I PLATE AND TOP AND BOTTOM I I OF HEADER PER PLAN HEADER PER PLAN, (2) PLY MIN, ADD JACK/KING STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL AS REQ. FOR SHUTTER ATTACHMENT EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3" O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT II II II II II II II II II II II II --Ll—�L NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTUS CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING TYPE A 8" LINTEL 8" TYPE B 8" TYPE C 12" TYPE B I 12" TYPE C 14" TYPE B** 114"TYPE C** 16" TYPE B 16" TYPE C 20" TYPE B 20" TYPE C 24" TYPE B 24" TYPE C 28" TYPE B 28" TYPE C 32" TYPE B 32" TYPE C 2110" 1'6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 3'6" 2'2" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 4'0" 2'8" 1783 2561 2751 3280 3820 4890 5961 7034 8107 2561 4605 5206 6113 7547 8974 10000 10000 4' 6" 3'2" 1343 1969 2110 2992 2931 3756 4576 5400 6224 1969 4375 5206 6113 7019 8672 10000 10000 4'8" 3'4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 5'4" 4'0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5110" 4'6'° 860 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 6- 6" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 7'6" 6'2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 M98 5661 4742 5501 8'4" 7'0" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9'4" 810" 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 1016" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 53S 1054 N/A 1S33 2093 2781 2259 2615 11'4" 10,0" 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12- 0" 10,8" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 12' 6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1 1838 2316 2883 13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14-0-1 12'8" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14' 8" 13' 4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 15' 4" 14' 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 17'4" 16- 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19' 4" 18' 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 420* N/A 750* 960* 1177* 1415* 1676* 20'0" 18'8" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 340* N/A 1 598* 1 845* 1114* 1345* 1 1468* * PRESTRESSED ** 8" W/2" RECESS U-LINTELS Type A = Unfilled no Rebar; Type B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C= Continous Grout, Steel per plan in Bond Beam & Lintel �1ttttllill/JJ/7t �p 3 Fieldstone ,�&16 'ff, C.O.A.# 29349 �,iv' y t♦ 3400 AUBURN RD., #200 AUBURN HILLS, MI 46326 0• S (248)622-4035 ■ BENJAMIN NIESE P. E.# 86025 . ❑ THOMAS A. WEBER, PE i i E �(il P.E.# 73242 ,•r R[p@' , �' �'� FLORIDA 06-03-2020 '!fl4NA1. DATE SIGNED JJJJ1(Ililttt� , ( IWJ O -14 C 00 O VJ � 00000 Q � 'r_-1 N U e' r M tq •� 1 w bJD c' O N as AIM _WulteGroup- PRODUCT MANAGER RELEASE DATE: 03 /27 /2020 PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER 2375.500 SHEET S4.2 STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ, PER ELEV. FLOOR JOIST OR TRUSS SYSTEM & DIRECTION PER STRUCTURAL INTERIOR W31 TYP. 2-STORY WALL c w 0 J CL 116011Wric11►�:�y11161010 ��1 PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. SHINGLE (OR TILE ROOF PER SPEC) TRUSS STRAP PER STRUCT. DETAILS Ai�TOP OF WALL (REFER TO ELEV.) FASCIA PER COMMUNITY SPEC SOFFIT & OVERHANG PER SPECIFICATIONS REFER TO 2ND FLOOR JOINT DETAIL RIM BD. OR TRUSS PER STRUCT. AdkTOP OF FLOOR (REFER TO ELEV) TOP OF CMU (REFER TO ELEV.) BOND BEAM PER PLAN EXTERIOR SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS SEE STRUCT. DETAILS FOR VARIATIONS 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 2x THRUST BLOCK W/ (3) 1/4"X2 3/4" TAPCONS TO SLAB AL STAIR DETAIL (2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 1Gd NAILS ® 6" O.C. STAGGERED 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS @ 6" O.C. STAGGERED STRINGERS TOE NAILED TO 2X LEDGER W/ (4) 10d NAILS. CLG. JOIST ® 16" O.C. SECOND FLOOR ELEV. PER PLANS STAIR LAND G ELEV. & SIZ PER ARCH. PLANS 2x6 LEDGER SUPPORTED BY ONE OF THE FOLLOWING STRUCTURAL SUPPORTS: a. KNEE WALL BELOW (JOIST HANGERS NOT REQUIRED) b. (3) 16d NAILS INTO EACH STUD (16" O.C. MAX) c. (2) Ya" x 2 Y CONCRETE SCREW ® 12" 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" O.C. STAGGERED SECURE 2x6 FLOOR JOISTS ® 16" O.C. TO HEADER w/LUS26 JOIST HANGERS wA4) 10d TO JOIST & (6) 10d TO LEDGER GRASPABLE HANDRAIL; 1 1/4" MIN TO 1-1/2" MAX DIAMETER GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD SHALL NOT BE GREATER THAN 3/8". GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST RISER SHALL NOT BE GREATER THAN 3/8". HANDRAIL BRACKETS TO BE CONNECTED TO FRAMING PER MANUF. RECOMMENDATIONS SECTION 1 1/2" MIN RETURN HANDRAIL INTO 1X BACKER BD. PLAN IF USING PREMANUFACTURED STAIRS, FOLLOW THE DETAILS PROVIDED BY THE MANUFACTURER. 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/(2) 16d NAILS @ 16-O.C. 23/32" FLOOR SHEATHING NAILED w/8d NAILS 6" O.C. @ EDGES & 12" O.C. FIELD NAILING (MIN) 2x BLOCKING 4'-0" O.C. FOR TWO BAYS. NAIL FLOOR SHEATHING TO BLOCKING w/ 8d NAILS @ 4" O.C. TRUSS PER PLAN SHEATHING PER PLAN - META16 ANCHOR @ 24" O.C. STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT DIAG. REQ, @ 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 0 EA END NAILING PER DETAILS 8" KNOCKOUT BLOCK w/#5 CONTINOUS BAR GROUT SOLID 8" CMU WALL OR POURED CONC. WALL, SEE PLAN FOR VERT REINF LOOR TRUSS/JOIST TO MASONRY WALL HIOA @ EA. TRUSS w/ 1061-1/2" NAILS TRUSS BOTTOM CHORD SP2 w/ (12) 10d NAILS STUD. INSTALL ON OPP IF CONFLICTING w/ H10A 2x STUDS@ 16" O.C. SP1 w/ (10) 10d NAILS TO EA. STUD 23/32" FLOOR SHEATHING NAILED w/8d NAILS 6" O.C. @ EDGES & 12" O.C. FIELD NAILING (MIN) TRUSS/JOIST PER PLAN SHEATHING PER PLAN --J SP2 w/ (12) 10d NAILS TO EA. STUD. 3LE TOP PLATE CONT. 2x PLATE w/2-16d NAILS 0 24"O.C. 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/2-16d NAILS @ EA. JOIST — 23/32" FLOOR SHEATHING NAILED w/8d NAILS 6" O.C. 0 EDGES & 12" O.C. FIELD NAILING (MIN) TRUSS PER PLAN SHEATHING PER PLAN --/' META16 ANCHOR @ EA TRUSS OR 0 24" O.C. TO STRUCTURAL RIM IF JOISTS ARE USED - LSTA12 0 EA TRUSS VERTICAL - BEND @ BOTTOM PLATE - FIELD FRAME 20 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS @ 16" O.C. w/ (2) 16d NAILS @ EA END - LSTA12 @ EA TRUSS VERTICAL - BEND @ BOTTOM OF TOP PLATE FRAMED BEARING WALL SEE PLAN AND W10 DETAIL FUC FLOOR TRUSS/JOIST TO FRAMED WALL I WITHOUT SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT NAILING PER DETAILS (4) 16d NAILS RIBBON TO EA, TRUSS 8d NAILS 3" O.C. WALL SHEATHING TO EACH TRUSS (4) 16d NAILS RIBBON TO EA. TRUSS NAILING PER DETAILS 8" KNOCKOUT BLOCK w/#5 CONTINOUS BAR GROUT SOLID 8" CMU WALL, SEE PLAN FOR VERT REINF. LOOK TRUSS/JOIST w/LET-IN ON MASONRY WALL STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED @ EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING IAIL SHEATHING TO BOTTOM 'LATE AND BEAM OR IIRDER WITH HORIZONTAL IAILING PER DETAILS oLnm UR rLUvn [RUJJ GIRDER LV r�2-STORY CONNECTION @ BEAM 1 2x STUDS 016" 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 OR GIRDER WITH HORIZONTAL SHEATHING PER PLAN NAILING PER DETAILS TRUSS/JOIST CONNECTION BEAM OR FLOOR TRUSS TO BEAM PER MANUF. GIRDER FL9 2-STORY CONNECTION @ BEAM 004 Fieldstone C.O.A.# 293491. 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 (248) 622-4035 * _ r E BENJAMIN NIESE P.E.# 86025 : ❑ THOMAS A. WEBER, PE 42 i A ©P FLORIDA .11 .. O111006 'le 002 ` 'S NAL DATE SIGNED C5 0- Ln 0 N CD 0_ 0 U 0 O O 1-0 0 V) O 000 t� N 1 011% %•I O It d U r M co •� �I O C� w 0 bA cn 11111111111011111111 l`J N 0 PRODUCT MANAGER RELEASE DATE: 03 /27 /2020 PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER 2375.500 SHEET S4.3 f DFSr�iz M,�;l� 3r7o u+ r