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HomeMy WebLinkAbout6235 Bradford Woods Dr (2)look [Pulteuruup TM -e) APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL —2014 NATIONAL ELECTRIC CODE —BUILDING TYPE: VB 4o�_on 64,_on LOT SPECIFIC AREA TABLE Number Sheet Title Description TOTAL -----Sheet G0.01 Cover Sheet :CONDITIONED SPACE GO.02 General Notes CMU—BASE PLAN 1662 SF AM A2.01 1st Floor Plan Front Elevation & Details 1662 SF :NON -CONDITIONED SPACE CMU—COVERED LANAI EXT. 199 SF CMU—FRONT PORCH FM1 OR Cl OR C01 OR FM2 OR C2 OR CO2 25 SF A2.02 Side & Rear Elevations & Roof Plan E1.11 1st Floor Electrical Plan P1.11 1st Floor Plumbing Plan CMU—GARAGE 463 SF 687 SF 2349 SF CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 LOT SPECIFIED PLAN INFORMATION CustomerName Market Home *, 6871-07501 Address 6235 BRADFORD WOODS DRIVE ZEPHRYHILLS IFL 133542 Community 6871 JOAKS OF PASCO 6871-07501 ---- REVIEW GATE JUL 1 3 202o CITY OF ZEPhYKHfLLS PLAN EXAMINER ALL WORK SHALL COMPLY WITH ARE1tAlt,l CODES FLORIDA BUILDING CODE NATIONAL ,ELECTRIC OAE, AND THE CITY OI~ tiE�'HYRHILL5 ORDINANCES c� N O N H U *PulteGroup- PRODUCT MANAGER RELEASE 11ATr. vv /vv /Vvvv PROJECT TYPE Single Famil, SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET GO.01 GENERAL NOTES — DO NOT SCALE DRAWINGS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS TERMITE PROTECTION — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT E—afto im a TINT PulteGl U F — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF TREATMENT — INSPECTION FOR TERMITES o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES EXTERIOR — WATER RESISTANCE o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. ■ THIS IS NOT REQUIRED OVER CMU — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER R703.4 — EXTERIOR PLASTER o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND R703.7 — LATH o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 %" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 7/8" LONG, 16 GAGE STAPLES, SPACE NOT MORE THAN 6" INTO FRAMING MEMBERS o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. — SIDING o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — MASONRY o BRICK IS TO BE INSTALLED PER R703.8 o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 ROOFING — UNDERLAYMENT R905.1.1 o Unless otherwise noted underlayment for asphalt shingles, metal roof shingles, mineral —surfaced roll roofing, slate and slate —type shingles, wood shingles, wood shakes and metal roof panels shall conform to the applicable standards listed in this chapter. Underlayment materials required to comply with ASTM D226, D1970, D4869 and D6757 shall bear a label indicating compliance to the standard designation and, if applicable, type classification indicated in Table R905.1.1. Underlayment shall be applied and attached in accordance with Table R905.1.1. ■ Exception: A reinforced synthetic underlayment that is approved as an alternate to underloyment complying with ASTM D226 Type II and having a minimum tear strength in accordance with ASTM D1970 or ASTM D4533 of 20 pounds shall be permitted. This underloyment shall be installed and attached in accordance with the underlayment attachment methods of Table R905.1.1 for the applicable roof covering and slope, except metal cap nails shall be required where the ultimate design wind speed, equals or exceeds 150 mph. — FLASHING R903.2 o Floshings shall be used to seal roofing systems, where the system is interrupted or terminated and shall be installed in a manner that prevents moisture from entering the wall and roof through joints in copings, through moisture permeable materials and at intersections with parapet walls and other penetrations through the roof plane. — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.3.8 VENTILATION / ATTIC ACCESS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT VENTS ONLY PER R806.2 — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A GENERAL NOTES COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — PROVIDE MIN. 1".FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER THAN 30 SF o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF THE ROOF FRAMING MEMBERS o MIN. ATTIC ACCESS SIZE IS TO BE 22x30" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE FIRE—RESISTANT CONSTRUCTION — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR A 20—MIN. FIRE —RATED DOOR — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — X" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE CEILING WITHOUT HABITABLE ROOMS ABOVE — 5/8" GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE — X" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS WINDOWS/DOORS — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND MIN. 20" D o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED PATH WITHOUT GOING THROUGH A GARAGE o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES o MIN. HEIGHT 78" o FINISHED FLOOR SHALL BE MAX. 1 1/2" BELOW TOP OF THRESHOLD o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o FIXED AND OPERABLE PANELS IN DOORS ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION ■ GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. o WINDOWS ■ GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: • WHEN EXPOSED AREA IS OVER 9 SF • BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. • THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; AND • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SURFACE ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING o WET AREAS ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. ■ SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED WOOD — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD INSULATION — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY DRYWALL — %" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS ACCESSIBILITY — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS REQUIREMENT. o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 POCKET DOOR SITE ADDRESS — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY GUARDS AND WINDOW FALL PROTECTION — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. — GUARDS SHALL BE MIN. 36" o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE OF THE STAIRS — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED STAIRS — MIN. CLEAR WIDTH 36" o HANDRAILS SHALL NOT PROJECT MORE THAN 4 �" ON EITHER SIDE OF THE STAIRWAY — MIN. HEADROOM 6'-8" — MAX. RISE 7-3/4" — MIN. TREAD DEPTH 10" — HANDRAILS o 34"-38" ABOVE SLOPE PLANE o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE THAN FOUR RISERS 0 1 %"-2" GRIP SIZE OR GRASPABLE FINGER RECESS ELECTRICAL — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o IN EACH SLEEPING ROOM o OUTSIDE EACH SLEEPING ROOM o ON EACH ADDITIONAL STORY o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI CIRCUIT BREAKERS OR RECEPTACLES — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND SHALL BE LISTED AS TAMPER —RESISTANT — NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH —EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS c� a N O CV 0 U M 00 M UJ .o A� Q)45 c` U� 0 4.N= '.�v *PulteGrcup- r MANAGER I RELEASE I DATE: xx /xx /xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL I Me PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET GO.02 14'-9r2 714Y" 7'-2" B H � -� (2)*25 SH OWNER'S SUITE 00 ~' 14AV CV N 5'-5" 020" A 3'-2V 5'-0" Imm 40'-0' 12'-2N SH CAFE 00 I 12'-X 13'-8" 1'-4" SOFFIT CID Lo I� ILo AOWEBATH o O it 00 4S �� L__......, -. o Oo �� a ly 1' IS I Co REDUCE O.H. TO ro j j �y� I� I 10" WITH 1.6 cm ? j i � _ QUARTZ �I KITCHEN M 3'-11" 6'-6" I 2/4 2' 2N 2' 5' 7 -3 4 -5� WICK I P ___________ 4 r ° HEADER AT 1-01 --_ NIcn CN (4) 12"SH OPT. REF. -. N N I IN I ry - -UPPER 1S/1R i CABINETS N --------- LAUN --------, NOTE: ALWAYS LOCATE 26 2._6. / aCD o WH W �_______� OPT SINK" DRYER TO RIGHT :f f OF WASHER -------� ti� HEADE p AT 8 -0 2X6 WALL ------ 10'-1 6'-7" 4'-W 5'-W 20 WALL FOR INSULATION, 13T 222wl f T-PLY BETWEEN I FOR ATTIC I H WALLS LSCUTTLE J N 2 CAR GARAGE N ------------------------------------ ---------------- f f i f f f f f f f f f f f f f f f f f f f f f f i f f f f f f f f f f f f f f f f 16'x7' OVERHEAD DOOR OPT. STONE COVERED LANAI EXT. 0 0 0 7 6' 10 6' (3)1 25 SH GATHERING ROOM 13'-3' BEDROOM 2 DTP O � X O BATH 2 M i2 6'-6' 3'-7' -_-__-TB I BEDROOM 3 � p 2- I I M NI I f iI TWIN 126 SH* 2'-8T L 16'-0' 2'-$li" 2'-31�iL 2'-3Y" L 7'-0" 7'-0' 21'-5• 4'-7' 14'-0" 40'-0" _ FIRST FLOOR PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) DBL 20 WALL N 0 i LEGEND MASONRY - CONC. BLOCK OR BRICK WALL J 2X FRAME WALL PER PLAN ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4� DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2' U.N.O. 12"f CEILING TRAYS ARE TO BE RECESSED INTO THE TRAY UP TRUSSES 12" U.N.O. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -2x4 WALLS ARE DRAWN 3 1/2" THICK -2x6 WALLS ARE DRAWN 5 1/2" THICK -8" BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING FURRING TRIM BOARD MDF. SHELVE ER INTO SIDE! X. MDF. 80A MDF. BOARD E(S) CUBEIMU TWm=r-f 0 WAT M SECTION THM SEAT 5 0' ut plLAmt - AUD �BIES BOAI 90ES STANDARD = BENCH ONLY (A) ROL OPTA: BENCH, WAINSCOT & * IF WALL WIDTH IS >3'-6' - ADD VERTICAL CUBBIES* (A B&C) CUBES, MAINTAIN MIN. 2'-6' SEAT DROP ZONE DETAIL * IF WALL IS 5-0 OR GREATER -ADD CURIES BOTH SIDES SCALE : 3/4' = 1' - 0" r-+ Q)0 00 � O O CMD Q v M�M v U •� 7:$ .O cn ct) a ..qvC) tPulteGrour PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A1.11 OPT. STONE FRONT ELEVATION SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) BRACKET DETAIL El A Tu J/'1 JI7 -"Vv TRIM MATERIAL GABLE DETAIL SCALE: 1/2" = V-0' F Is FRONT/GARAGE DOOR DETAIL GI c +1 2" N 4" TRIM DETAIL SCALE: 1/2' = V-0' 4" H CMU SILL DETAIL SCALE: 1/2' = 1'-0" FRIEZE BANDING DTL SCALE: 1/2' = V4 SMOOTH PANEL SIDING 2' B&B ®16" O.C. GABLE DETAIL SCALE 1/2' = 1'-0' 5/4'x4' SMOOTH IRIM MATERIAL O CV IZ 0 O � t'/ rM4 M O �po 0 VJ O W M U� o N 0 *PulteGroup- o cn �w 72 w � O O � r0// W x •,D w PRODUCT MANAGER RELEASE nATC. vv /vv /Vvvv PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2.01 ROOF PLAN SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) TRUS T.O. WDW 0 I O cn 0 i I I 0'-0" I I FINISH FLOOR SIDE ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 2349 338256 7.830 1127,520 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 3.132 451.008 4 4.698 676.512 110 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 OPT. STONE 8'-0" V T.O. WDW I � co 0'-O" FINISH TRUS'S BEARING jh 9'-4' 8'-0" Y T.O. WDW I o a� I co O" FINISH FLOOR -0 a ;OPT. GRIDS PER o ;COMMUNITY SPEC co ------ OPT. 4 BANDING REAR ELEVATION SCALE 1 /8 = 1 -0 (NOTE: SCALE 1 /16 = 1'-O" ON 11 x17 PAPER) -------------- OPT. GRIDS PER OPT. 4" BANDING COMMUNITY SPEC SIDE ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 1107 PAPER) llkPulteGruup°° MANAGER IRELEASE I DATE: xx /xx /xxxx PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2.02 W d v O N O N w 0 FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 1107 PAPER) 11 ELECTRICAL SYMBOLS 11 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER /(FgSTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 0220V STANDARD AFCI 220 OUTLET ®0W DISHWASHER OUTLET (GFCI PROTECTED) s4 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 -R - LIGHT FIXTURE - LED DOWNLIGHT - LIGHT FIXTURE / VAPOR PROOF : LIGHT FIXTURE / EXTERIOR FLOOD LIGHT ' LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR AFCI PROTECTED) ME=Q' ELECTRIC PANEL E O SMOKE/CARBON ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCl PROTECTED) EMERGENCY LIGHT ® THERMOSTAT - IPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET GARBAGE DISPOSAL (GFCI PROTECTED) AS DOOR BELL CHIMES GARAGE DOOR WIFI HOTSPOT OPENER DATA/TVDATA MEDIA /SWP BOX N OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44' AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT 1/2' PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM -II II ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL ura 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS -M-F L III III III * ' 'I r .� I III III IIII; — I I 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE cf) cu T O 0 i� O A� Crj U 'O cc! Nro" lItPulteGro 0 U N FAQ � � U W -1 -� O O w x PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1.11 OPT. COACH LIGHT IN SOFFIT � I iCOVERED LANAI E9, OPT / ' I OPT. — OPT. FLOOD LIGHT OWNER'S SUITE OPT. - - - OPT, 0. BATH O- GATHERING ROOM OPT. I FLR.I OUTLET BEDROOM 2 OPT FLOOD LIGHT WP/GFCI - -- - _ � _ _ --k---IN SOFFIT — - — - — - — - — - — - WP/GFCI FIRST FL R ELECTRICAL OPTIONS SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) 07CI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OWP/GFaSTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®Dw DISHWASHER OUTLET (GFCI PROTECTED) s e t SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0' LIGHT FIXTURE - CEILING MOUNT H> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE v v' PROVIDE FRAMING SUPPORT FOR FIXTURE O DETECTOR ELECTRIC PANEL �AFgKROE PROTECTED) SC SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT ® -OPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET GARBAGE DISPOSAL (GFG PROTECTED) DOOR BELL CHIMES GARAGE DOOR WIFI HOTSPOT OPENER DATA/TV MEDIA /SWP BOX DATA /TV OUTLET Ij ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L- 2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 7.1 _ I III III IIII -II III ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND I 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL ura 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS o-tL1��� III. _ I III III IIII-- i III I I — I 1 1#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE d 0 cV N 95 U v� � t�l O A� v V 0 rmooll N � tPulteGroup- m _ X � O © ) M f -i COD 'o v � V Q N 9 � V a � w �-+ O O co a x PRODUCT MANAGER IRELEASE I f1ATC. vv /vv /Vvvv PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1.12 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY — — — — — — — — — — — — -- COVERED 1--- I I COVERED LANAI EXT. HB I I ---- — --- OWNER'S SUITE CAE i i I 0 0, 10'-3" N GATHERING ROOM 2'-3" 7'-lr2 11" o, N �, - 0 a I CO ----- �a 0 Elo I I _ II 0. BATH KITCHEN - - C -- In WIC P M C-- BEDROOM 2 rr____-_--1 11 1 i i < 11 I UN 11 1 --, x NOTE: ALWAYS LOCATE I 1 O Nh1 u DRYER TO RIGHT 11 1 " OF WASHER 4'-2)e2 I----1 -- - I L--J 00 FOYER Q 1 3'- 3 - to N BATH 2 2 CAR Gfi RAGE I PORCH BEDROOM 3 CL _7 Q- O y d v N FIRST FLOOR PLUMBING PLAN CD SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) c5 a 0 N O N U 0 cf) 5 00 0 vJ t\ Aa, .. W U N � tPulteGroup- �D PRODUCT MANAGER RELEASE DATE: XX /XX /xxxx PROJECT TYPE A• 1 V4 SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET pi'll 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 IL.E 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 UVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WO 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' 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 (]CC -ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. 2. ALL ALL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8'. CONFORM TO ASTM D 1557. 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. 4. FOOTING BACKFILL AND UTILITY TRENCH BACKALL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. 5. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6' AND SEALED. D. CONCRETE: 1. CONCRETE SHALL CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. 2. DESIGN BASED ON 25W PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK ALL - 2 INCHES CLEAR d. WW M USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER X OF SLAB AT 34T SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS 7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. 9. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 do ACI 33Z 10. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. 11. 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 )� TO 2 r IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL E. MASONRY WALL CONSTRUCTION: 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 do 602 / ACI 530 k 530.1 / ASCE 5 & 6. 2. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (rm = 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. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR V. 4. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. 6. VERTICAL 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. 7. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 8. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 9. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE UNTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. 10. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK 14 20' 3' 10' 15 25' 3-3/4' 10' #6 34' 4-1/2' 11' 17 42' 5-1/4' 13" .1 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO BE: CLASS W. MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. 4. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. 5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 VI +/- 3/8' -3/8' 6x8 VI +/- 1/2' -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2' WOOD FRAMING: FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE 2015 EDITION) OF THE NDS. EXTERIOR? WALL LUMBER, U.N.O. ON THE PLANS, 2x4 (MIN) SPF OR SP NUMBER 2 OR BETTER 016' O.C. FOR WALLS 9'-5' OR LESS. INTERIOR LOAD BEARING WALLS SHALL BE 20 SPF Q)3 SP NUMBER 2 OR BETTER 016' O.C. MAX. (U.N.O.). INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS 0 24' O.C. MAX. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 20 STUD WALL PROVIDE (1) 20 KING STUD AND (1) 20 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. STUD COLUMNS UNDER BEARING POINTS OF ORDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH )" TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8' O.C. FOR EACH, U.NO. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOR PLATE CHANGES FROM 2X4 TO 2X6 IN UEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WWTH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12' O.C. UNLESS NOTED OTHERWISED. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL. TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. ALL FASTENING SHALL FOLLOW TABLE R602.3(1) U.N.O. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16' (INCHES) O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. ANIPI-InDAPF-. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. J. 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 ROILED THREADS. 3'x3"xO.229" PLATE WASHERS ARE ASTM/ASME B18.22.1. 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 115731.1. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE SIMPSON `TITEN HD'PER FL PRODUCT APPROVAL P5730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 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 P5730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL P6230.1. SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIMPSON SET-XP'. 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 P5730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON 'RTEN SCREWS'PER FL PRODUCT APPOVAL #2355-R4. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF [CC -ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET'PER FL PRODUCT APPROVAL #15730.5. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL 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. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON `TITEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2' DIA. F1554 GR. 36 ATR W/ NUT k 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. 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. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 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. BOLT HOLES SHALL BE 1/16" MAXIMUM LARGER THAN THE BOLT SIZE USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE WOOD STRUCTURAL SHEATHING: SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASING 15 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A r DIA. HOLE 6' DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36' LONG 15 REBAR WITH SIMPSON TYPE 'SET' EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12' LONG LAP YWTH 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 SOLD WITH GROUT AS SPECIFIED. 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS. 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-Y4" FROM ANY EDGE FOR )' BOLTS AND 3 )f FOR )' AND Y4* BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5' MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 2e TO 16"). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM )¢ x 6', OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE 'SET' EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6' MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL IN THESE DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3' NAILS). WHEN GAP IS GREATER THAN 1 1/2', INSTALL NEW ANCHORS. 4. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY V OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN V AND 1)f , GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1)f , CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS (1-3/8-FOR A 2X4 STUD OR 2-3/16-FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS (2-1/8'FOR A 2X4 STUD OR 3-5/16-FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS. FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/01-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-*r-SDS3 WITH (12)-1/03'SDS SCREWS, WHERE''CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, %- MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT WOULD NEED TO BE ATTACHED PER MANUFACTURER SPECIFICATIONS. THIS APPLICATION WOULD BE IN COMPUANCE NTH R703.1. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS THE KAYCAN VINYL SOFFIT IS INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1 C Pre$ res $. ill*Kzt s ASi falues - ase an 10 sf lea Roof Pressures Wall Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 14.7 -23.4 14.7 -40.8 14.7 -60.3 25.6 -27.7 25.6 -34.3 DESIGN PRESSURE C ALCS DESIGN PRESSURES SHOWN ARE MINIMUM ALLC VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIRE mpQne[ #sand wing Pre ulr s Cps=A*Kzt*p$ ) (ASD Values) . Description Zone --- Width (ft) Height (ft) Effective Area (ft2) Positive Negative Pressure (psf) 22.5 Pressure (psf) -25.4 16070 OHGD 16 7 112 3080 DOOR 4 3 8 24.0 24.3 -26.4 6080 SG D 5 6 8 48.0 23.0 -29.1 25SH 4 3 5.25 15.8 25.0 -27.1 25SH (2) 4 6 5.25 31.5 23.9 -26.1 25SH (2) END 5 6 5.25 31.5 23.9 -30.8 4010 FIXED 4 4 1 4.0 25.6 -27.7 26SH (2) 5 6 6 36.0 23.7 -30.3 25SH (3) END 1 5 9 5.25 47.3 23.1 -29.2 WABLE MENTS %%%11% Fieldstone Hi'' i� ♦♦�����!..M�N C.O.A.# 29349 3400 AUBURN RD., #200 �. = 0 AUBURN HILLS, MI 48326 (248)622-4035 BENJAMIN NIESE -' P.E.# 86025 ❑ THOMAS A. WEBER, PE P.E.# 73242 i 0 OF 4(jV� A P `.�► . NCOR 10 �i �S FLORIDA V ♦♦ ���ONALDATE 06-26-2020 SIGNED 1�t� C5 a 0 N c� 0 U c! c'/ r__4 45 00 M �•4 O A� �MM N v U N � *PulteGroup­ PRODUCT MANAGER RELEASE PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME CEDAR NPC CHILD NUMBER 2810.500 SHEET SO.1 0 v v c v rn 0 0 V) a 0 in co co cn v 0 CV 0 N v" CV a� c 0 -1 d. (1) #5 REBAR w/ 25" LAP U.N.O. CMU COL. PER 8" C.M.U. FINISH PER ELEV. PLAN OIL-o'-0. FINISH GRADE 00 �. o MONOLITHIC FOUND. '. W/ (2) #4 DIA. RODS CONT. ON CHAIRS 9" STARTER 4STY COURSE • :"•1-4' 0 2 ALT. CMU SEAT 0 -1V EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB PAVERS OR SLAB PER SLOPE ' SPEC. —� CONCRETE FOOTING — PER PLAN PER PLAN of Of _ _ �c MASONRY WAIL CORNER ON SPREAD FTG. 3/4' RECESS IN SLAB 10 1/2" 8' C./ M.U. WALL FINISH 3 4' RECESS IN SLAB — PER ELEVATION FINISH FLOOR FINISH FLOOR �► I P: MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1'-4' 0 2 STORY Fos GARAGE DOOR RECESSED SILL - SCALE: 1/2'=1'-0' RECESS WITH PAVERS 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.T: OR (2) ROWS 12d 1/2' G.W.B, EA. SIDE GUN NAILS 01Y O.C. STEP PER PLAN SLOPE •. ..f:.,. o 4" 1'-0" 6 1/2" (1) #4 ROD CONT. ON CHAIRS UNO Fos THICKENED SLAB GARAGE_NON-BEARINGS SCALE: 1/2'=1'-D 8" C.M.U. FINISH PER ELEV. FINISH FLOOR CLEAN COMPACTED ALL_12 FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS PVC SLEEVE 1'-4' 0 2 STORY , CMU COL. PER PLAN —#5 REBAR w/25" MIN LAP -0'-0" SLOPE `� o < z Ir m C CONCRETE FOOTING - ;:::::;;•... ; PER PLAN PER PLAN reN MASONRY WALL CORNER ON SPREAD FTG. SCALE 1/2"=1'-0 TAr-I 8' C.M.U. WALL FINISH PER ELEVATION SLOPE MONOLTHIC FOUND. ' w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1 /-0" 1'-4' 0 2 STORY RECESS 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TOM 016' O.C. OR (2) ROWS 12d GUN NAILS 012' O.C. START SLOPE HERE 2" SLOPE PENETRATING PVC SLEEVE Fts_ BEARING PENETRATION DETAIL _SIDE A FRONT VL �_— _ —_ SCALE 1/2'=1'-0 2x AT 24.O.C. MAX. 1/2' G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR -#5 REBAR w/25" MIN LAP c io of � z m o z 2-1/2' 0 IMPACT GROUT BED DOOR DOOR PER SPEC PAVERS PER SPEC (THICKNESS VARIES) DOOR THRESHOLD SLOPE ILp'_o• F.F. PER PLAN '_ — —� oG p MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" 1'-4�0 2-STORY w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS CONT. ON CHAIRS CONT. ON CHAIRS 14 0 2-STORY EXTERIOR DOOR SILL@SGD jPaversL _ _ EXTERIOR DOOR SILL @ ENT SCALE 1/2"=1'-0 SCALE: 1/2'=1'-0 f (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS 1'4 0 2 STORY F4EXT. MASONRY WALL. @GARAGE SCALE: 1/2"=I'-O /— POURED CURB FINISH GRADE —MONOLITHIC FOUND. ` w/(2) #4 DIA. RODS CONT, ON CHAIRS a PAVERS PER 3" SPEC (THICKNESS a VARIES) ` SLOPE 7 d.+ (1) #4 ROD CONT. ON CHAIRS PAVERS TYP. TYPICAL 3 1/2" CONC. SLR. FINISH GRADEA SLOPE SLAB GRADE ,III `L. 4 te SCALE: 1/2'=1'-0 LOOP TIE (TYP•) (1) #4 REINFORCMENT 4" SEE BAR CONT. J d CONC. PER SCHEDULE w a_ MONOLITHIC FOUND. W/ (2) #I4 DIA. RODS CONT. ON Co ` CHAIRS Fes SHOWER RECESS SCALE 1/2'=1'-0 r \ \ DOOR PER SPEC 9 DOOR THRESHOLD •'�� (1) #4 BAR CONT. COMPACTED ALL PAVER AT CONCRETE GRADE BEAM ALT. BRICK THRESHOLD ALT. FLUSH BRICK THRESHOLD IDGERIOR [ SCALE: 1/2"=1'-0 30"00"02" CONIC. FTG. w/ (3) #4 r REBAR EA. WAY J VEHICLE SIDE OF PEDESTAL 30' GAS WATER HEATER PEDESTAL SCALE 1/24-0 REBAR 3" OM TOP & 10" NO 0 BOTTOM LOCATE PER ARCHITECTURAL DRAWINGS PER PLAN PER PLAN MONOLITHIC FOUND. W/ (2) #4 DIA. RODS 1'-O"L CONT. ON CHAIRS 1'-4' 0 2 ST Y r CORNER BAR WITH 25" VERTICAL DOWEL :':, j ::;- .y MIN. LAP SPUCE EACH AS REQ'D IN PLAN •` SIDE. SAME SIZE AS CONT. FOOTING STEEL. = •' s = ~-;;.:.;� ' ' =,; s.. NUMBER OF CORNER ALTERNATE TO CORNER SPLICE: PRONDE CONT. STEEL RONF. BARS BENT .: ; t .A • `"'" "� ` ` 4 BARS EQUALS NUMBER OF CONT. BARS AT CORNERS TO COMPLY'` ` WITH THE INTENT OF THE BUILDING CODE NUMBER OF REBAR 25' MIN. PER PLAN LAP SPLICE F12 REINF. PLACEMENT AT FTG. CORNERS SCALE 1/2'=1'-0 `�,1T111►�,,, 00o Fieldstone C.O.A.# 29349`40 3400 AUBURN RD., #200 r AUBURN HILLS, MI 48326 (248)622-4035 _ M BENJAMIN NIESE— RE.# 86025 (� ❑ THOMAS A. WEBER, PE i STAT ' P.E.# 73242 FLORIDA ORIOp' • G���� ��� • • .... 06-26-2020 .41 At.DATE SIGNED IIII `� Tw 0 m Q) OQ M 0 u � O C-n v U 0 `' J N t� liPultoGroup- PRODUCT MANAGER RELEASE PROJECT TYPE Single Famil SPECIFICATION LEVEL [Mte PLAN NAME CEDAR NPC CHILD NUMBER 2810.500 SHEET S1.0 Y C 1 cc 40'-0" 26'-4" 13'-8" FOX '-0" 11'-8" 51,0 24"x24"x12" CONC FTG w/ #4 REBAR 0 6" O.C. EA WAY 1 F03C S1.0 I F11 F11-- 0 27'-0" _ LS1.0 13'-0" S1,0 I CIDF12 3'-5 1 /2" 8" 7'-0" 8" 4'-7" 8" 7'-0" 8" 2'-3 1 2" w/ SCREEN w/ SCREEN S1.0 ENCLOSURE ENCLOSURE • •• VERIFY M.O. VERIFY M.O. ■ ■■ ■■ ■■ ■■ ■ T ■ a _ R W O I O a ■ iA 'vl F01 F07 _ ,.. VARIES of S1.0 S1.0 • I O R � R o R I I rn " 8 1 /2 1'-5 1 /2" _ R VR 10'-2" a; SOLID POUR I SOLID POUR � VERIFY --- S. C. - ^ M.O. --- - - -- All leliff S R F01 co g" 3'-0 1 /2" • L 00 I R u% 51 2*7-' oc 0'-0" ----- - S.C. S1.0 - -- -- - --I_ R 00 R �a ■ ■ I ( a d- O I ZtI � co 01 I S.C. Ln 00 ■ I O � o I • _ REFER TO ARCHITECTURE FOR F08 ■ ACTUAL WALL LOCATION I •. � I S.C. cli co START SLOPE - — -- S1.0 '� HERE LOCATION PER REFER TO DETAIL FOR ■ ■ I ARCHITECTURE FLUSH ENTRY CONDITION I I 20'-9" VARIES � - 00 S1.0 co S.C. S.C. `n I ■ 16 • S1.0 N I � W OO � R N SOLID POUR To SOLID POUR ■ S.C. -- I az S.C. --- •1 1• -- 7 1/2" 7 1/2" =a ■ I I FO6 1 S ,0 �' I 3'-4R " I i "' • o VERIFY __ M.O. �---- F01' f01 .■ ---- ■ S1.0 S1.0 -� ■ • • • I R O° � N • J �- d VERIFY M.O. o N N ' ■ • • ■ 1'-8 1 /2' 1'-8 1/2' 8" 21'-5" 4'-7" 01—OR FOUNDATION PLAN - SCALE: 2'-10" VERIFY M.O. 1 71-OR 8R 14'-0" 2'-10" LEGEND SYMBOLS w 8x8 FILLED CELL W/ #5 REBAR FO-F-21 8x8 FILLED CELL W/ (2)15 REBAR 0 INSIDE FACE FO 8x8 FILLED CELL W/ NO REBAR REWIRED 45' CMU -FILL CELLS W/ #5 REBAR 12x12 FILLED CELL W/ (4)-15 REBAR ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0' )a DETAIL MOTOR FLOOR SLAB NOTES: 3 1/2' Z500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6' AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN "L' SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36' (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12" (305mm) APART, MATH THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS \�illlllll/�� onldstone \\ ePFie C.O.A.# 29349 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 (248) 622-4035 _ BENJAMIN NIESE P.E.# 86025 ❑ THOMAS A. WEBER, PE ,. STAT P.E.#73242 OR100•.' ���� '�'� FLORIDA 06-26-2020 DATE SIGNED�/1j1111111\I\ liPultoGroup- RODUCT MANAGER RELEASE 7 /2020 PROJECT TYPE SPECIFICATION LEVEL I Nte P PLAN NAME CEDAR NPC CHILD NUMBER 2810.500 SHEET SIM 0 U 2 ri CV N Q N y a N O N N a� c 0 WALL BASE PLAN SCALE: 1 /4"=1'-0" 00o Fieldstone ,.��`��p"'!" .'' �, 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 FLORIDA 06-26-2020 DA `� ��!. aSTAT • Q/�� '• �i •. ORI00` •'' �?�• �����S��NAL ,�� ��. a 0 N F- C='� 0 U t'/ � �� M r ^ vJ `� cc,\ �"7 � Ao, �'1 r ��\ �� v U� �� � .o �� � � -� � �� � �� N � �Pult��r�u M �i < � N �� v O O U o Z � � o �'' E--+ o � O � � o � a � � x o � PRODUCT MANAGER RELEASE DATE: 03 /27 /2020 PROJECT TYPE Single Family TION LEVEL Pulte PLAN NAME CEDAR NPC CHILD NUMBER 2810.500 SHEET S2.1 . 0 s ;n CV ROOF FRAMING PLAN GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2 REFER TO STRUCTURAL DETALS FOR STEPPED MASONRY WALL HFJGHT 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 �' MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHNG TO BE GYPSUM AS REWIRED IN ARCHITECTURAL DRAWINGS. B. PRONDE SOLID BLOCKING FROM ALL BEAMS � gRDERS 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) 1Rl1SS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MUlil—PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENgNEERED BASED ON TRUSS LAYOUTS AND ENGINEERING FRONDED BY THE DELEGATED TRUSS ENgNEER. CHANGES OR MODIFlCATIONS ARE NOT PERMITTED WITHOUT A IETTER FROM THE ENGINEER OF RECORD. LEGEND LTfl DETAL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF GABIE END BRAgNG 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. `��{11111//// 00o Fieldstone .��`�,�PM' :''. `� � 'N• C.O.A.# 29349 3400 AUBURN RD., #200 AUBURN HILLS, MI 46326 (246) 622-4035 � BENJAMIN NIESE � P.E.# 86025 ❑ THOMAS A. WEBER, PE � P.E.# 73242 FLORIDA 06-26-2020 A N M� �'J � 00 � O VJ � o O A� �� v� V� '� �� � o �� � ��, N � �Putte�r�u s� a N .� v O a� a �� a v o � 0 z t� o� �,.� p., w o � w w O o � O x o � PRODUCT MANAGER RELEASE PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME CEDAR NPC CHILD NUMBER 2810.500 SHEET S3.1 3 .o _ o v 0 y v .n` 0 N 0 N .r' N W 0 a CONTINUOUS STRUCTURAL SHEATHING TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING SEE PLAN AND DETAILS FOR ATTACHMENT DETAIL AT RAISED HEEL PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR PER PLANS . FASCIA SEE ARCH. DRAWINGS 2x BLOCKING AT SHEATHING EDGES NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFlC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). Vr— ' SHEATHING PER PLAN BOND BEAM PER PLAN R01 "ROOF TRUSS ON MASONRY_ STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN �� SHEATHING AND SCHEDULE PER PLAN R08B WALL BRACING AT BEARING WALL "X" = 10% HOUSE WIDTH � 0 — � O� 2 — � "X" - tOq HOUSE WIDTH '�'I` �_o o�� _� 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 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 SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. 2x4 BLOCKING AT 2'-0" O.C. w/ (2) 12d TOE NAILS EDIMENT BLOCKING @GABLE EACH END TO TRUSS SHEATHING PER PLAN -VALLEY SET TRUSSES AT 24' O.C. -ROOF SHEATHING VALLEY SET TRUSSES BOND BEAM PER VALLEY SET TRUSSES PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" PER PLAN AT 24" O.C. ROOF SHEATHING AT 24" O.C. ROOF SHEATHING 8" CMU WALL. SEE PLAN MAX. GAP FROM TOP OF WALL TO BOTT. OF BLOCKING -MIN. 9" LONG 20 GA. PER PLAN PER PLAN FOR VERT. REINF. FLAT STRAP w/ (8) lOd BRACING AT NON -BEARING EXTERIOR WALL -SHEATHING PER _OR_ SHEATHING PER _OR_ SHEATHING PER RO7 "WALL P�s PLAN. PLAN. 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. R06 VALLEY SET OVER FRAME PRE-ENGINEERED ROOF TRUSSES ®MAX. 24" O.C. 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)-l6d NAILS AT 24" O.C. CONT. 2x4 w/ (2) 12d NAILS _ 1. AT VERTICALS 3'-6° TO 6'-6" USE ONE 2x4 "L" BACK. SHEATHING PER ARCH -� �- 1x4 FURRING AT INSTALLED PER MANUF. MAX. i6" O.C. w/ 2. AT VERTICALS OVER 6'-6° TO 8'-4" USE (2) 2x4 "L" _ (3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). S01 EXTERIOR CEILING__ FURRING 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 --�-�-"�-------- "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS SCALE: N.LS REQUIRED AT THE PEAK AND AT EV>�tY OTHER VERTICAL `---' MEMBER IN THIS RANGE ATTACH THE DIAGONAL AT MID "X" = 10% OF HOUSE WIDTH 7 / /. �� C� RIDGE RIDGE � RIDGES` � � ' OO GABLE END � , f QQ GABLE END � � � — — — — — — —, x x x BOSTON HIP X � 3 GABLE X �,. HIP X ROOF SHEATHING NAILS ROOF FASTENING ZONES ____ ____ SHINGLE: 8d RING SHANK 1 2 7/16" SPAN RATED PLYWOOD OR OSB _ - - - --- 0.113" x 2-3/8" OFFSET DIMENSION "X" = 10% HOUSE WIDTH "X" TILE 15/32" SPAN RATED PlYW00D -- -�-- - -- oR OSg PANEL EDGES � SUPPORTS (1) 6" O.C. 6" O.C. ---------_------------- ---- " n METAL: PANEL FIELD __ 1 6 O.C. 6 O.C. 15/32" SPAN RAPED 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 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. 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 ONE BRACE NEAR THE PEAK AND THE REMNNDER AT 48" O.C. ®APPROX. 45-DEG ANGLE. O SPUCE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP � NALED w/ (2) ROWS 10d GUN NAILS 0 8" O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN 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 C M I I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. SEE PLAN FOR ATTACHMENT �+ WASHERS AND 7" EMBEDMENT. ,< NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF � 16" O.C. �..� TRUSS w/ 12d's AT 4" O.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER / --� CONT. 2x4 PLAN• FOR RAKED BEAM AT VAULTED CONDITION, SEE PLAN AND DETAIL \ 2x4 NALED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAL. w/ tOd GUN ®TOP STRUCTURAL NAILS � 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48° MIN MEMBER LENGTH), BRACED x FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FELD NAILING / BRACE SPUCE SHOWN � ,�' � PER PLAN 2x4 BLOCKING AT 48" 0 C - � "X" 4" O.C. 6" O.C. \ 3 TRUSS BAYS � � 2x6 NAILED ®BOTTOM WOOD FRAMING PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 GABLE END TRUSS BRACING DETAIL GABIE END 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT — OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-i6d NNLS AT 24' O.C. CONT. 2x6 w/ (2) 12d NNLS —� STRUCTURAL �iEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d 0 EA. CROSSING 1RUSS MEMBER FOR ROOF SHEATHING NNUNG SHEATHING PER 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENNLS. NNL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NNLS. BLOCK 8'-0" BACK FROM GABLE 1RUSS. 2x4 DIAGONAL BRAgNG w/ (5) 12d COMMON NNLS EA. E4ND 0 32" MAX. SPAGNG IF LENGTH IS LESS THAN 4'-0" USE 2x4 "L" BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 "L" BACKS. NNL "L" BACKS w/12d 012"O.C.(NOTCHED 0 TOP w/2-12d TOENNLS "L` BACK -EXTEND 6" PAST LOWER ROOF SHEATHING PARTIAL GABLE END -TRUSS DETAIL R09C � PaRnaL CABLE (8) 10d NAILS EACH ' (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2x4 w/ (2) 12d NAILS STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLAN-� \ SEE ARCH. DRAWINGS CMU 2x4 PURLIN � EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN w/ 10d GUN NAIL ®8" O.C. 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NNLS. 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. 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2z4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 "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 ADDI110N TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED 2x SHTG. BLOCKING \ / /� \ � IAI/1/111 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. — 2x4 DIAGONAL BRAGNG w/ (5) 12d COMMON NNLS TO BLOCKING AND TO THE "L" BACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND THE REMNNDER AT 48" O.C. DIAGONALS OVER 8'-0" MUST HAVE AN ADD1110NAL "T" BRACE ATTACHED TO THE NARROW EDGE w/ /12d's AT 6" O.C.. "1" BRACE LENGTH TO BE THE DIAGONN_'S LENGTH MINUS 12" FROM EACH END. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN R09B UTCH HIP GABLE TRUSS BRACING_- DETAIL BOSTON HIP ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. CMU WALL (4) 1/4" � c 2-1/4" MASONRY —� SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 COND110NS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FlVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPl1FT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY 1RUSS APPLICATIONS. IF FELD CONDI110NS EXCEED CONDI110NS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. R13 MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) ono Fieldstone .� �p . �. C.O.A.# 29349 � 3400 AUBURN RD., #200 � AUBURN HILLS, MI 48326 � BENJAMIN NIESE '"' P.E.# 86025 � � � � CJ THOMAS A. WEBER, PE � TE O •� �(/� P.E.# 73242 i� •. pp,.•� ���� FLORIDA ��� ''••....• C7 �� 06-26-2N2D ��iiSjONAL �� ��� 0 N �_ 0 U O � C� � v� M � O A� '}'+ N V� •� � O � � '� >� � � � �� N � s� N • •� °� v o �� ti r� O U L\ � F--1 O � w � Q o � � O w o � 0 PRODUCT MANAGER RELEASE DATE: 03 /27 /2020 PROJECT TYPE /�• 1 T SPECIFICATION LEVEL Pulte PLAN NAME CEDAR NPC CHILD NUMBER 2810.500 SHEET S4.1 `� — 0 U 7 to 1 N sF 0 N v 0 N 0 N N c 0 0 0 0 o O o 0 0 0 0 0 0 0 o o OTE: ° ° PROVIDE BLOCKING AT ALL ° ° o ° ° SHEATHING EDGES. 0 0 o 0 0 0 0 0 0 0 0 ° 0 0 ° ° o o ° o ° ° ° ° ° ° ° ° ° ° ° o ° ° o ° 0 0 0 0 AIL SPACING AT ° o ° ° o o 0 o 0 o ° 12" IN FELD ° ° ° 0 0 ° ° 0 o 0 ° ° 0 0 0 ° o o ° o 0 0 ° o EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" SHEATHING 8d 3" O.C. 3" O.C. 12" O.C. AD' EDGES SINGLE NAIL EDGE SPACING 1/2" I/2s ° o 0 1 /2" DOUBLE NAIL EDGE SPACING NNUNG STUD SPACNG PER PLA STRUCTURAL SHEATHING PER PLAN W01 TYPICAL SHEATHING DETAIL �-2x4 BLOCKING •SHEATHING SPLICE -SAME THICKNESS AND STRENGTH AXIS OPoENTATION AS WALL SHEATHING TNT FNISH WOOD BUCK ATTACHMENT: 1x WOOD 1x CUSTOM PT BUCK TO MASONRY. MATCH FRAME WIDTH, ATTACH w/"T" 1X PT BUCK NAILS �4" FROM ENDS AND 12" O.C. REMAINDER. ATTACH W1ND0 THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL �ucoNE SEALANT FNISH PER ELEAVATION 2x OR GREATER BUCK TO MASONRY BUILT—UP THICKNESS <2 1/4" = 1/4"0x4" TAPCONS ®4" FROM ENDS �I AND 12" O.C. REMAINDER. w/1 1/4° EMBEDMENT �� W14 TYPICAL WINDOW ATTACHMENT DETAIL TNT FINISH WOOD BUCK ATTACHMENT: 1z WOOD 2z OR GREATER BUCK TO MASONRY BUILT—UP THICKNESS <2 1/4" 2x PT BUCK = 1/4"0x4" TAPCONS ®4" FROM ENDS AND 12" O.C. REMAINDER. w/1 1/4" EMBEDMENT ALTERNATE: ACH DOOR PER RIDA PRODUCT 'ROYAL ;K MOULD SH PER ELEAVATION MATCH FRAME WIDTH, ATTACH w/"T" NAILS �4" FROM ENDS AND 12" O.C. REMAINDER. ATTACH DOOR THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL TYPICAL DOOR ATTACHMENT DETAIL W15m------ r.-. ,,. �,.. _ T I.' � � t EXTERIOR CONC.WALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPEgFlCAIIONS -� _� EXTERIOR CONC.WALL 1/4" DRIVE-IN ANCHOR GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPEgFlCA110NS. - --- —I — �� W16 L2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2"x6" "L" BOLTS OR 5/8'x6' SIMPSON TITEN HD�S w/ 2' WASHERS AT 24' O.C. dt WITHIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF 1/4'z3' MASONRY SCREWS 012" O.C. STAGGER ROWS 6" FRAME TO BUCK TO MASONRY ., . • .. �, ,• ' � ����,.'� a.. ': �' �•� .:.� �I •Q: b , . .•�� �.� �< 1/2" x 2 1/4" HILiI SLEEVE ANCHOR OR EQUAL MIN. 1 1/2" EMBED INTO MASONRY. (1) PER BRACKET FRAME TO MASONRY YPICAL GARAGE DOOR ATTACHMENT DETAIL 1� iu �nr 1iiri�ny EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" MIN gd 3° O.C. 3" O.C. 12" O.C. � SHEATHING EDGES W02�GABLE END SHEATHING DETAIL EBAR, CONT. IN I BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. EBAR VERTICAL IN FILLED CELLS, PLAN). EBAR VERTICAL ED 25" MIN. U.N.O. ' CLEAN OUT AT ALL D CELLS. FOUNDATION PLAN DETAILS FOR FOOTING -ORCING. TYPICAL FILLED CELL DETAIL -, i." STRAP INSIDE FACE OF WALL PER - WIO WHEN TRUSS STRAPS INSTALLID ON INSIDE (NON -SHEATHED) FACE OF WALL ` SIMPSON H25A 0 TOP &BOTTOM OF OPENING FRAMING (JACK STUDS ONLY) DBL 2X TOP PUTS BOTTOM 2X OF TOP PUTS TO BE SPLICED OVER A STUD. PRONDE 48" LAP SPLICE w/ (3) 10d COMMON NNLS AT ENDS NNL PUTES CONT. w/ 10d COMMONS AT 16' O.C. - (6) 10d NNLS KING STUD TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA18 CENTER ON HEADER. STRUCTURAL SHEATHING PER PLAN (ON OPPOSITE SIDE OF WALL) 2x STUDS AT 16" O.C. EDGE NNL SHEATHING PER PIAN MT$16 FROM EA TRUSS TO HDR. - EDGE NNL SHEATHING TRUSS BOTTOM CHORD PER MANUF. 0 24" O.C. PER PLAN DBL 2X TOP PLATE BOTTOM 2X OF TOP CPoPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. STRAPPING ATINTEPoOR PRONDE 48' LAP SPLICE w/ (3) 10d FACE PER PUN EDGE NNL SHEATHING TO TOP I PLATE AND TOP AND BOTTOM COMMON NNLS AT ENDS. NNL PLATES I I I OF HEADER PER PLAN CONT. w/ 10d COIAwIONS AT 16' O.C. _ _ _ _� _ _ _ HEADER PER PIAN, (2) PLY HEADER PER PLAN, (2) PLY (6) 10d NNLS KING STUD TO MIN, ADD JACK/IONG STUDS MIN. ADDDONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONN. REQ. PER PLAN. AND CONNECTORS DWBIE UPPER SILL AS REQ. REQUIREMENTS PER PLAN. FOR SHUTTER ATTACHMENT (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NNLS U.N.O -CENTER ON BOTTOM AT 3' O.C. All AROUND HEADER EXTERIOR WALLS do SHEAR OPENING WAILS ONLY, FASTEN CONNECT WALLS PER W10 DETAIL 0 SHEATHING AT 3" O.C. ALL AROUND OPENING INTERIOR NON -SHEATHED WALLS DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. DOUBLE 5l1 AS REQ. FOR SHUTTER ATTACHMENT � �� SHEATHING PER PLAN 0 EXTERI - � � I I I wAu.s AND SHEAR wALLs (oN I oPPo�TE �oE aF waLL) I I I I (1) 9'4 TO KING &JACK STUD U.N.O. I I I I I I I I EDGE NNL SHEATHING PER PLAN I I I I —11_�.L_ _11_�I_ NOTE: FOR EXTERIOR BEARING WALLS ONLY W05 YPICAL FRAMED BE_ ARING WALL STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & INSULATION AS PER SPECS. OTHER REQ. 12 PRE—ENGINEERED ROOF TRUSSES. PER REFER TO TRUSS MFGR. DRAWINGS. EL . ROOF SHINGLE (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS REFER TO PLAN U _ _ J FASCIA PER COMMUNITY SPEC INTERIOR SOFFIT &OVERHANG PER SPECIFICATIONS BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS O'-0" FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W30 TYP. 1-STORY WALL SECTION NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING PRECAST LINTEL GRAVITY LOAD TABLE 06/29�11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING TYPE A 8"LINTEL 8" TYPE B 8" TYPE C 12" TYPE B 12" TYPE C 14" TYPE B** 14" TYPE C** 16" TYPE B 16" TYPE C 20" TYPE B 20" TYPE C 24" TYPE B 24" TYPE C 28" TYPE B 28" TYPE C 32" TYPE B 32" TYPE C 2'10" 1'6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 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 5'10" 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 3898 5661 4742 5501 8'4" 7'0° 488 � 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9'4" 8'0" 416 � 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 11'4" 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 1838 2316 2883 13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14'0" 12'8" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14' 8" 13' 4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 15'4" 14 0 „ N/A N/A N/A N/A NJA N/A N/A N/A N/A N/A 710* NJA 1160* 1331* 1660* 2032* 2459* 17'4" 16'0" N/A N/A N/A N/A N/A NJA N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19'4" 18'0" NJA N/A N/A N/A N/A N/A N/A N/A N/A NJA 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 598* 845* 1114* 1345* 1468* *PRESTRESSED ** 8" W/2" RECESS U-LINTELS e A =Unfilled no Rebar• T e B =Continuous Grout Steel er Plan in Bond Beam Onl • T e C = Continous Grout Steel er Ian in Bond Beam &Lintel +,1111111///7 00o Fieldstone ,.�`��p'•M1. • �,,, ����,. E C.O.A.# 29349 � 3400 AUBURN RD., #200 � = OZ AUBURN HIUS, MI 48326 (248) 622-4035 _ � BENJAMIN NIESE '� • �•, P.E.# 86025 � ; � ❑ THOMAS A. WEBER, PE � Q •• STATE .� %/` P.E.# 73242 i� '•.,R �qp •.•G,��� FLORIDA U�-26-2U2U / � ••..... ���ij4�ONAL ���``` N S c� 0 U O t'/ � � 00 •° r-1 O �pp � O ^^� F�•� � `� V� •O �� t�. !� � � N � �Pult�Groupry � �� � �_ N •� °� v o �� ti r� U O t � � � o � E—+ O O (�j w � tt��� Q w � F- PRODUCT MANAGER RELEASE PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME CEDAR NPC CHILD NUMBER 2810.500 SHEET �*� II qu` d y�345'b� (P�� � �'"'��FS� ���s� D