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HomeMy WebLinkAbout6426 Bradford Woods Dr (2)T �� �Af pAT PLAN" ALL WORK SHALL Co -Air 1�� 1 ri C®DES FLORIDA EU° DI wt����� AILING wAroar�AL ELET' e.< HE CITY- ,LPi YRHILLS ORDAND TNANcEs T PU 1637 s ,"U , P,, APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE — THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: —FLORIDA BUILDING CODE 6TH EDITION 2017 RESIDENTIAL c) —2014 NATIONAL ELECTRIC CODEG0.02 —BUILDING TYPE: VB 40 -O 68 -8 LOTSPECIFICAREA TABLE O Sheet Number Sheet Title Description TOTAL G0.01 Cover Sheet General Notes :CONDITIONED SPACE A1.11 1st Floor Plan CMU—BASE PLAN 1850 SF A2.01 A2.02 Front Elevation & Details Side & Rear Elevations & Roof Plan 1 R50 SF :NON -CONDITIONED SPACE CMU—COVERED LANAI EXT. 154 SF E1.11 1st Floor Electrical Plan P1.11 1st Floor Plumbing Plan CMU—FRONT PORCH FM2 OR CO2 45 SF CMU—GARAGE 438 SF SF 2487 SF CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 a LOT SPECIFIED PLAN INFORMATION Customer Name Highgate Address Community OAKS OF PASCOE ---- 042/01 ---- 00 o ��N F- v� o o � .00 Q rn v o � � .(b Ur--a M 03 '" C o � w cf N 0 tPulteGrou,ir � cn x L 1 _ cl U PRODUCT MANAGER RELEASE PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME H 4,r hcy, ate NPC CHIM NLIER 2811.520 SHEET GO.01 3 0 Z 0 CV O CD CD Ln Cn 0 CD CD a) 0 W 0 a 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 — 1/" 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 rp Ite-o�fi u SHALL BE ISSUED TO THE BUILDING DEPARTMENT — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF TREATMENT THE ROOF FRAMING MEMBERS o MIN. ATTIC ACCESS SIZE IS TO BE 22"x30" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 POCKET DOOR SITE ADDRESS _.,.... r, r — 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 — %" 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 — 1�" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 40 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 — FLASHING SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS STAIRS 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 %" 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 sheet gage), PATH WITHOUT GOING THROUGH A GARAGE corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 0 1 1/"-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 . BOTTOM EDGE 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 INKITCHENS, ■ Exception: A reinforced synthetic underlayment that is approved as an alternate to 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 Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and o WET AREAS 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 N C9 0 U a O /o ? l' J r� n' W �1 .00 Q � � o N a` U� c� cq c� w u.� Cy N a ArPulteG.roup- a$ WD O ,— Z 1 W ,.. � � W 0 C7 PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME High ate NPC CHIM NU ER 2811.520 SHEET GO.02 C:) o O M r"1 O� C'r1 r � VJCc O � O ON ON U `Y' as �® � w O cM a N 0 tPulte G 4a„ W z a e O i o Ul PRODUCT MANAGER --1 RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.520 SHEET A1.11 9'-4» OIL $,-On T.O. WDW FRONT ELEVATION SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) 11 E F FYP(NJ COROG 8X6X4 OR APPROVED EQUAL 6" -1 F 1'-2" 4" N 1'-6" + 4" CORBEL DTL SCALE: 1" =1'-0" TRIM DETAIL N 5n 2„ lu/ 6n CORBEL DETAIL SCALE: 1/2" = 1'-0" 2„ 4" T-T +1 /2" _ a CV +1/2" c0 SILL DTL. TYP, STUCCO BAND SCALE: 1/2" = 1'-0" �m A x SCALE: 1/2" = V-0" FRIEZE BANDING DTL SCALE: 1/2" = 1'-0" 4" f +1/2" SILL DTL. JUnLL. 11L - I -u +1/2" N GARAGE DOOR 4" TRIM DETAIL SCALE: 1/2' = 1'-0" O M0 ? t'I W C� O VJ o o 00 11 Q ull) �1 0 C", �1 e`n as c� 4.4 N=' *PulteGrwu;.,.,i, W Q O +� H w H O PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.520 SHEET A2.01 ROOF PLAN SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) --------------- ------------------ - OPT. GRIDS PER SAND FINISHED COMMUNITY SPEC OPT. 4" BANDING STUCCO 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. 2442 351648 8.140 1172.160 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/ 10.0) SO. FT. SQ. IN, SQ. FT. SQ. IN. LIN. FT. VENTS 3.256 468.864 4 4.884 703.296 114 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 oiL TRUSS BARING 9'-4" \ \-F 8"-0" T.O. WDW o O I oo 00 OL 0'-0" FINISH FLOOR -------------------- 0 ------------------------- OPT. GRIDS PER OPT. 4' BANDING COMMUNITY SPEC REAR ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11 x17 PAPER) ----------- ------------ O co L ---------------- OPT. GRIDS PER --------------- COMMUNITY SPEC OPT. 4" BANDING SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) T.O. WDW o SAND FINISHED STUCCO OL TRUSS BEARING 9'-4° 8 -0 T.O. WDW o I A co � 0 -0 FINISH FLOOR O O (co `� 1 r � ^1 W �2 4-1 l r"� O 0 O � O 00 n� CN CN U cz Q N AMIL liPultel'Group- H w 0 0 P4 z 0 H w 0 w 1 � Q I` un PRODUCT MANAGER RELEASE DATE: xx/Xx/xxxx PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME Hi h ate NPC CH'IM NU ER 2811.520 SHEET A2.02 0 m 0 U 3 Z 0 CD 0 W 0 CV N COVERED LANAI EXT. <� > CFP W/ <,;, `,FIXTURE y I GATHERING ROOM BEDROOM 2 FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'—O" (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) II ELECTRICAL SYMBOLS II 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) (GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. BE SWITCHED FLOOR OUTLET 0220V 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 F�- LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT 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 PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR EP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT OT THERMOSTAT -� PB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ GARBAGE DISPOSAL CHIMES DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV MEDIA S P MEDIA /SWP BOX DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT—IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER • 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT '1 1/2n PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/O COPPER 1-3/0 ALUMINUM Tb � I ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP G 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 — 1#4 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O 0 M �, a� M O 0 uo) 0000 U c� 'T� o f� wbJ�D cf N 0 Pu It U N a; U ct 0 O H PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Single Familv SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.520 SHEET E1.11 OPT FLOOD LIGHT 0 pn ---------------------------------------------------------------------- I COVERED LANAI EXT. + OPT. I FLOOD LIGH BEDROOM 2 !F ------------- I IOPT I OPT] ikR< <R; GATHERIN G G ROOM ' I 3'-9" 3'-9" ; I' 5'-Oy° IN SOFFIT— - WP/GFCI -- ---- ---------------------------------WP/GFCI FIRST FLOOR ELECTRICAL PLAN OPTION SCALE 1 /4" = l'-O" (NOTE: SCALE 1 /8" = l'-O" ON l l xl7 PAPER) IN SOFFIT 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 ONP/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 0220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) s4 f SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY _ LIGHT FIXTURE - CEILING MOUNT _ LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF 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 EP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON Et ELECTRIC METER MONOXIDE COMBO F-5 DISCONNECT DETECTOR (AFC] PROTECTED) EMERGENCY LIGHT O THERMOSTAT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ GARBAGE DISPOSAL CHIMES DOOR BELL CHIMES (GFCI PROTECTED) 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 • 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT 1/2' PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM Tb _� F�_l � � 1 1- 1 ' ' 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 MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I III _I� 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O OM M � W W M O 0 ul) 00�0 T n� vcN U M .O V 0 bb -� C� r..i cz N � tPulteGroux PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME ,Highgate NPC CHIM NU ER 2811.520 SHEET E1.12 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY COVERED LANAI EXT. I I I I I I I I i F — — — — — — — — — — — — — OWNER'S SUITE I � I I I I I I GATHERING ROOM I o I _ I I I I I I I CAFE I I I I I -9 I I I I L -- —J V, ° I I 00 I I I I N I I I I I ° I O , I --JP 0. BATH ------------ LWIC L_O ° KITCHEN 12'-ly" Lr)--_ ---- r------, °� BEDROOM 4 II I O °° O II LAUNDRY OOO L---------- ,I J I II ------ II II I II I II I II F____--_-_- - I II I II f"'L O NOTBEDROOM 2 E: ALWAYS LOCATE DRYER TO RIGHT t----> OF WASHER ENTRY 5'-0" O x ILO OBI BATH 2 FOYER 2 CAR GARAGE 0 CO II BEDROOM 3 N 0 I in PORCH FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) 0 O co M� can oo -E-+ •� o ,00 Q� � o U c� b v3 cf)� N as AL Pulte G r ou- � a� ciz r� O O x � PRODUCT MANAGER RELEASE DATE: XX /XX /XXXx PROJECT TYPE I Single Familv SPECIFICATION LEVEL I Pulte PLAN NAME Hi h ate NPC CHIM NU ER 2811.520 SHEET pill 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 ( ) L 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 CONSTRUC110N 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-POSIRVENLO6: 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. 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 PREPARAITON 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. r�TNRVHaFm 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 X OF SLAB AT 34T 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.) CONTRACITON JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5" SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0" SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE Y2" TO 2 Y4" IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TIVIS 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 APPUCATTON. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S" OR V. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE 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 42 5-1/4" 13" F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO BE: CLASS "B". MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. 4. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. 5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8" -3/8" 6=8 in +/- 1/2" -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2' G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE NDS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 2x4 (MIN) SPF OR SP NUMBER 2 OR BETTER 0 16' O.C. FOR WALLS 9'-5" OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 20 SPF OR SP NUMBER 2 OR BETTER ® 16" O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS @ 24" O.C. MAX. 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 20 STUD WALL PROVIDE: (1) 2x4 KING STUD AND (1) 20 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH N TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8" O.C. FOR EACH, U.NO. 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECIING 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 OTHERNSED. 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. AUGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. PROVIDE BRACING AND BLOCKING PER SCSI-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. ANIPWODAOF. 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 ROLLED 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 TPER FL PRODUCT APPROVAL #15731.1. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON TTEN HD'PER FL PRODUCT APPROVAL #15730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 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'. 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 11OWDER-ACTUATED FASTENERS'PER FL PRODUCT APPROVAL 115730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON MEN SCREWS'PER FL PRODUCT APPOVAL #2355-R4. 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. 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 LEDGE DISTANCE. b) 1/2' DIA. SIMPSON `HTEN 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 TTEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2" DIA. F1554 GR. 36 ATR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 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: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A )/� DIA. HOLE 6" DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36' LONG #5 REBAR WITH SIMPSON TYPE 'SET" EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12' LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. IF THE WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX. 16' HIGH AND 4" WIDE AT THE FLOOR. DRILL HOLE AND INSTALL A 32' LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO RE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/ OR CURB CONDITIONS. 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-%" FROM ANY EDGE FOR r BOLTS AND 3 2" FOR V AND %" BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5" MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24' TO 16'). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN 111N HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. MEN HD SHALL BE A MINIMUM Y' 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', INSTAL NEW ANCHORS. 4. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY Y87 OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN Y8" AND 1 r, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 r, CONTACT THE E.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)-1/471-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"j'-SDS3 WITH (12)-1/4'xTSDS SCREWS, WHERE "#'CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. L. 1 2. JURISDICTION SPECIFIC INFORMATION: 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 COMPLIANCE WITH R703.1. 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 Roof Pressures Wall Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 14.8 -23.6 14.8 1 -41.0 14.8 1 -60.6 25.8 -27.9 25.8 -34.4 DESIGN PRESSURE CALCS Description Zone Width (ft) Height (ft) Effective Area (ft2) Positive Pressure Negative Pressure (psf) (psf) 16070 OHGD --- 16 7 112 21.9 -24.4 3080 DOOR 4 3 8 24.0 24.4 -26.6 6080 SGD 5 6 8 48.0 23.2 -29.2 4010 FIXED 4 4 1 4.0 25.8 -27.9 25SH 4 3 5.25 15.8 25.1 -27.2 24SH 4 4 4.166667 16.7 25.0 -27.1 25SH (2) END 5 6 5.25 31.5 24.0 -30.9 25SH END 5 3 5.25 15.8 25.1 -33.1 (2) 26SH END 5 6 6 36.0 23.8 -30.5 25SH (3) 4 9 5.25 47.3 23.2 -25.4 DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS ABBREVIATIONS: A. B. C. C.A. C.B. C.C. C.D. C.E. C.F. C.G. C.H. C.I. D. E. F. G. H. I. J. K. M. N. 0. P. Q. R. S. T. U. V. W. X. Y. Z. AA. AB. AC. AD. AE. AF. AG. AH. PLYWD = PLYWOOD OSB = ORIENTED STRAND BOARD NAILING: 8d = COMMON NAIL 10d = COMMON NAIL 12d = COMMON NAIL 16d = 0.135" x 3 1/2" GUN NAIL EN = EDGE NAILING FN =HELD NAILING SN = SIDE NAILING BN = BOUNDARY NAILING BF = BOUNDARY FASTENING AB = ANCHOR BOLT CMU= CONCRETE MASONRY UNIT CONC = CONCRETE DIA = DIAMETER DTL = DETAIL FIND = FOUNDATION MAX = MAXIMUM MIN = MINIMUM 0. C. = ON CENTER SP = SOUTHERN PINE SPF = SPRUCE PINE FIR TYP = TYPICAL U.N.O. = UNLESS NOTED OTHERWISE I.L.O. = IN LIEU OF w/ = WITH WD = WOOD EE = EACH END HDR = HEADER J = OPENING JACK STUD K = OPENING KING STUD SIM = SIMILAR ATR = ALL THREADED ROD S.C. = SAW CUTS C.J. = CONTRACTION JOINT DEN = DOUBLE EDGE NAILING COL = COLUMN REIN = REINFORCEMENT PLT = PLATE CANT. = CANTILEVER SC = BUILT-UP STUD COLUMN MANUF, = MANUFACTURER C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12-13-2019 OAT` eti��ililll►!�/`j, o" 6 CI-AICI-AIN F �fl� 1t1i111►0 C5 N Of 0- CD U O O 0 'di M v00 44 ['n 0 O a O 00 � n O Q) aN en rr M Q O � bIJ 41 N s0 'WulteGiroup- PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET SO.1 (1) #5 REBAR w/ 25" LAP U.N.O. CMU COL. PER 8" C.M.U. FINISH PER ELEV. PLAN OdL —D'—O" FINISH GRADE 00 MONOLITHIC FOUND. - W/ (2) #4 DIA. RODS '� e CONT. ON CHAIRS 9" STARTER COURSEaf 1-4" 0 2 ST Y ALT, CMU SEAT @ —1Y" =01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB SCALE: 1/2"=1'-0 3/4" RECESS IN SLAB 10 1 /2" FINISH FLOOR w ,•4 . PAVERS OR SLAB PER SLOPE ' SPEC. CONCRETE FOOTING PER PLAN PER PLAN D3�MASONRY WALL CORNER ON SPREAD FTGWALL CORNER ON SPREAD FTG. SCALE: 1/2"=1'-0 8" C.M.U. WALL FINISH PER ELEVATION 3/ 4 RECESS IN SLAB - FINISH FLOOR SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2"=1'-0 RECESS WITH PAVERS 2x P.T. PLATE SECURED TO SLAB w/ 2z AT 24"O.C. MAX. 3' POWDER ACTUATED FASTENERS OR TAPCars 0 16' O.C. OR (2) Rows 12d 1/2" G.W.B. EA. SIDE GUN NAILS 012' O.C. STEP PER PLAN SLOPE m4" CD 1�-0" 6 1/2" (1) #4 ROD CONT. ON CHAIRS UNO os THICKENED SLAB @ GARAGE NON -BEARING SCALE: 1 /2"=1'-0 8" C.M.U. FINISH PER ELEV. FINISH FLOOR CLEAN COMP FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS PVC SLEEVE 1'-4' 0 2 STORY F13 BEARING PENETRATION DETAIL SCALE: 1 /2"=1'-0 30"x30"x12" CONC. FTG. w/ (3) #4 r REBAR EA. WAY L J VEHICLE SIDE OF PEDESTAL z U m J Cn �. 30' I. GAS WATER HEATER PEDESTAL SCALE: 1/2"=1'-0 n \ REBAR 3" OM TOP & 10" ND @ BOTTOM LOCATE PER ARCHITECTURAL DRAWINGS - #5 REBAR w/25" MIN LAP L,, c0 0 Z mof C-D o z 8" C.M.U. WALL FINISH PER ELEVATION SLOPE (I MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. FINISH GRADE SLAB SLOPE 011 THICKENED SLAB EDGE SCALE: 1 /2"=1'-0 PENETRATING PVC SLEEVE SCALE: 1 /2"=1'-0 8" C.M.U. FINISH PER ELEV, FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS CMU COL. PER - PLAN CIO CONCRETE FOOTING PER PLAN PER PLAN MASONRY WALL CORNER ON SPREAD FTG. #5 REBAR w/25" MIN LAP w _j Q Z mc-D z (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS POURED CURB FINISH GRADE a- o —MONOLITHIC FOUND. w/(2) #4 DIA. RODS li '_ " CONT. ON CHAIRS V-4" ® 2 STORTORY EXT. MASONRY WALL @ GARAGE SCALE: 1/2"=1'-0 SCALE: 1/2"=1'-0 _00 Z 2-1/2" @ IMPACT CL- GROUT BED DOOR DOOR PER SPEC Q 12' SQUARE C.M.. COL PER PLAN w (2) #5 REBAR w/ cc 25" LAP MIN. 0 EACH ALLIED CELL 0'-0" SLOPE PAVERS OR SLAB PER SPEC. CONC. FOOTING PER PLAN PER PLAN Fo3D MASONRY COL. ON SPREAD FTG. SCALE: 1 /2"=1'-0 x PAVERS PER SPEC PAVERS PER 3 Ui DOOR PER SPEC � OP (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS VARIES) `="= DOOR THRESHOLD PER PLAN F_OPE SLR 0'-0" F.F. SLOPE Q'—Q" PER PLAN X �' ALT. BRICK PER PLAN Z e. . •' .. J ... a....-. IL E � a• THRESHOLD ICI=1�I=1—` II III00 �1- 1�1=1111=1�1—I�I- • ; �111- " : •_. III —I I I Uj MONOLITHIC FOUND. MONOLITHIC FOUND. MONOLITHIC FOUND."'1'—O" - W/ (2) #4 DIA. RODS W/(2) #4 DIA. RODS w/(2) #4 DIA. RODS - 1-0 CONT. ON CHAIRS 1'-4' 0 2-STORY CONT. ON CHAIRS 1'-4` 2-STORY III 1'-4 CONT. ON CHAIRS ALT. FLUSH BRICK EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) SCALE: 1/2"=1'-0 PAVERS TYP. 14--u 4 X (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM (1) #4 REINFORCME 4,. SEE FOUNDATION PLAN 4" BAR CONT. CONIC. PER SCHEDULE co SCALE: 1/2'=1'-0 SCALE: 1/2"=1'-0 PAVERS TYP. 14--u 4 X (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM (1) #4 REINFORCME 4,. SEE FOUNDATION PLAN 4" BAR CONT. CONIC. PER SCHEDULE co SCALE: 1/2'=1'-0 SCALE: 1/2"=1'-0 •;, CORNER BAR WITH 25" VERTICAL DOWEL `• .'• j MIN. LAP SPLICE EACH AS REQ'D IN PLAN SIDE. SAME SIZE AS CONT. FOOTING STEEL. ALTERNATE TO CORNER -'-,-;=� . ;::.• �.� s•.: NUMBER OF CORNER SPLICE: PROVIDE CONT. STEEL REINF. BARS BENT , ' '`" .' - .'' �• .^.°,: ``, BARS EQUALS NUMBER OF CONT BARS AT CORNERS TO COMPLY f •~ .:.:� WITH THE INTENT OF THE : ••'. BUILDING CODE. NUMBER OF REBAR 01 25" MIN. PER PLAN LAP SPLICE F12 REINF. PLACEMENT AT FTG. CORNERS SCALE: 1/2"=1'-0 NT z Q Of a SLOPE TO DRAIN L. .f. .r . SHOWER RECESS SCALE: 1/2`=1'-0 C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 8 BENJAMIN NIESE, PE P.E. # 66025 FLORIDA 12-13-2019 DA;E`,�j�i illltlll,JJ NS O. ra a lltllllli oC:> o� M 00 c'n O VJ O 00 d� ►� O U `Y' al •'■.� N 4 bIJ N � *PulteGroup PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET si 0 .r . SHOWER RECESS SCALE: 1/2`=1'-0 C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 8 BENJAMIN NIESE, PE P.E. # 66025 FLORIDA 12-13-2019 DA;E`,�j�i illltlll,JJ NS O. ra a lltllllli oC:> o� M 00 c'n O VJ O 00 d� ►� O U `Y' al •'■.� N 4 bIJ N � *PulteGroup PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET si 0 *PulteGroup PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET si 0 ,z U w 0 FOUNDATION PLAN - SCALE: 1 /4"=1'-O" F03C S1.0 I Zn G M 0 mg o I � 0 I CD co 00 _I.0 C J 40'-0" 10'-8" 29'-4" 71 Qr—$n r4 F03C 24"x24"x12" CONC. FTG. w/ S1.0 #4 BARS 6" O.C. EA WAY o I CD 4-- ' I F11 I n 8" 10'-2" 8" 4'-51/2" 8" T_p" $" 3'-11/2" 2r-7 S1.0 S1.0 VERIFY M.O. VERIFY M.O. • •• .• . --- — Wo------ C, o_ � I I o F01 • -- S1.0 F01 S1.0 --- • rn 1'-2 1 /2" il CV I 1/2" 6r-$° N CV VERIFY M.O. N I i • • in �� • • F07 ci ci S1.0 I 3'-9" I - i I -5 1 2 I • • ci F26 I CIDS1.0 I 0 • • _ F01 - S1.0 I I ( • • I ci ci • F01 _ • I , SLOPE STARTS I : HERE • ci F32 2 '-10" S1.0 F08 LOCATION PER - S1.0 o 41RITH _ ARCHITECTURE I • - \ I Co � I o I Ln w� • I 00 o\ F04 S1.0 - FO7 I CD N I • S1.0 ci ci F01 VERIFY . F04 • M S1.0 F01 _-- 5 2" '3r 4M.Orr 5 1 n S1.0 FOg I • S1.0 d S1.0 �-— o L — • • • •• u N • ••• — Foril • VERIFY M.O. VERIFY M.O. 1'—$" 4'-3" 1'-9" " co 1'-31 J2" Co • "lul• cV 32"x24"x12" CONC. FTG. w/ F03C 32%24%12" CONC. FTG. w/ #4 BARS 6" O.C. EA WAY S1,0 #4 BARS 6" O.C. EA WAY 2'-111/2" 8" 7'-0" 8" 1'-8" 4'-11" 1'-8" 511 16'-8" 8n 11-911 12'-3" 11 1 /2 8'-3" 19'-6" 40'-0" 0 C I o 00 I 00 _I Lid I Ln d- I Ln LEGEND SYMBOLS ❑� 8x8 FILLED CELL W/ #5 REBAR FOT21 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE ❑D 8x8 FILLED CELL W/ NO REBAR REQUIRED 4 45' CMU -FILL CELLS W/ #5 REBAR 12x12 FILLED CELL W/ (4)-#5 REBAR ELE� ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" V XX DETAIL INDICATOR FLOOR SLAB NOTES: 3 1/2' 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6" AND TAPED OVER CLEAN COMPACTED SOIL. SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN 'L' SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36' (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12" (305mm) APART, WITH THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA N BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12-13-2019 DATE `t�%till 11/11!!! `^ r — srAT ty xaNAL111111 N S c.� 0 U 00 Mo ? rq 45 O � VJ � O 00 Qa� -N N � bA • C" N t� *Pu Ite C ro ur PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET S1.1 w I L BASE PLAN. SCALE: 1 /4"=1'-O" CL LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8' KNOCK OUT BLOCK WITH #5 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4' NOMINAL BEARING PER END 0 LINTELS OR AS REQUIRED BY MANUF. 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12'-4" SHALL BE PRESTRESSED. 4. BOND BEAM ELEV = 9'-4" U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4" FOR A LINTELS 28" OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED r QUANTITY OF REBAR AT I BOTTOM OF LINTEL CAVITY F16-1 B/1 T LL QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH 15 REBAR AT TOP MIN. (1) REQ'D Q ; 1-1/2" CLEAR = CMU ao Z o GROUT • #5 REBAR AT BOTTOM OF LINTEL CAVITY 1. 7-5/8' BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH 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------- S-5' - 6'-0' DOUBLE 2x8------- 6'-1' - 8'-6" DOUBLE 200 2 JACK STUDS, EACH END. 8'-7' - 12'-6' DOUBLE 2x12 (2) JACK STUDS, EACH END. #5 REBAR IN VERTICAL GROUT FILLED CELL MITER LINTELS BY FIELD ROUGH ❑PENING CUTTING ` BELOW #5 CORNER DOWELS INSIDE AND ❑UTSIDE OF VERTICAL #5 BAR AS SHOWN PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAIL w/ COLUMN BELOW Us. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12-13-2019 DATE `�ielliTlt/lflfJ STATE lea: XO 0!'8II r+rr C:) o M MO 00 •� O 0 v, O � O 00 � � Cr O 4) a� MCI U M O bA cz N as tPulteGregir PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET S2.1 I FLOOR 8c LOW ROOF FRAMING PLAN SCALE: 1 /4"=1'-O" GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL. 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 - APA RATED SHEATHING. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2�j; MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. 8. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2) SDWC15600 AT EA PLY. C) (1) SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND LTR DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURERS PROFESSIONAL ENGINEER. G.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WESER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12-13-2019 DATE —r� 4� ' S CIF • frrrri//IINAL ��,,',�e 111i O O 0� 1 t --1 Q) 00 t'r] O Vr ^ J � O 00 r n-i F� � %-I Cr O c7N M C13 O J bA UO Cy N � 11tPulteGroup, PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL I Pulte PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET S3.1 o * zx 2x BLOCKING AT o SHEATHING EDGES NOTE: STRUCTURAL SHEATHING CONTINUOUS REFER TO ARCHITECTURAL AT TRUSS HEEL, w/ SHEATHING EDGE DRAWINGS AND/ OR TRUSS NAILING REQUIRED. MANUFACTURER DRAWINGS FOR FRAMING PER PLAN CONTINUOUS STRUCTURAL SHEATHING SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL WHEN 9-1/4" < "D" < 15-1/4": HEIGHTS, SLOPE, OVERHANGS). SOLID 2x BLOCKING BETWEEN o TRUSS ANCHOR PER PLAN TRUSSES ATTACHED TO TOP Q PLATES w/ 8d NAILS @ 6" O.C. - STRUCTURAL SHEATHING ALONG LENGTH OF BRACED SEE PLAN AND DETAILS FOR DETAIL AT RAISED HEEL WALL PANELS ATTACHMENT o PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA SEE ARCH. DRAWINGS V� SHEATHING PER PLAN BOND BEAM PER PLAN R01 ROOF TRUSS ON MASONRY N.T.S. 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 —� 20 OUTLOOKER DRAWINGS PER DRAWINGS 2x BLOCKING BETWEEN TRUSSES w/ 2x6 FASCIA (3) 8d INTO SUPPORT @ EA END TO ADJACENT TRUSS OR TO TOP PLATES SHEATHING PER PLAN 1 x6 w/(3) 8d @ EA. OUTLOOKER TRUSS SCREW THRU LOCATION OF BRACING AT TOP PLATES TO TRUSS VAULTED TRUSS. DETAIL AT RAISED HEEL TRUSS SCREW O 0)NOTE: PER PLAN CONTINUOUS BRACING TRUSS 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 1Q. TRUSS SCREW THRU TOP PLATES TO TRUSS @2 TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL R02 ROOF TRUSS ON FRAME 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. 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3 BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 "L" " ° 0 O.C. @ APPROX. 45-DEG ANGLE. BACK AND AN ADDITIONAL DIAGONAL BRACE IS SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF (2) SIMPSON A23 w/ (8) 10d x 1-1/2" SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO (ONE ON EACH SIDE OF BRACE TO TOP PLATE). 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. „ „ 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" ('EMI I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. STRUCTURAL SHEATHING v v 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. 2x4 CONTINUOUS / \ 20 NAILED FLAT TO TOP OF BRACE ("T" x6 NAILED BRACE) NAILED TO DIAG. w/ 10d GUN 22 STRUCTURAL TOP NAILS @ 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN FOR ATTACHMENT (48" MIN MEMBER LENGTH), BRACED REQUIRED TO BE CONTINUOUS OVER DIAG, FIELD NAILING / BRACE SPLICE SHOWN PER PLAN \ 2x4 BLOCKING AT 48" O.C. - WOOD 3 TRUSS BAYS FRAMING 2x6 NAILED @ BOTTOM PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE rRo%97 GABLE END TRUSS BRACING DETAIL )- GABLE END (8) 10d NAILS EACH ' ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. CMU WALL 0 Ln Ln (4) 1/4" 0 c 2-1/4° MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 CONDTIONS 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 lbs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. E MISSED TRUSS STRAP REPAIR w R13 wu (TYPICAL CMU WALL CONNECTION) 0 J d "X" = 10% HOUSE WIDTH — 0 RIDGE GABLE END BOSTON HIP 20 OUTLOOKER PER DRAWINGS 2x4 FASCIA 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. 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. BOND BEAM PER META16 AT BLOCKING w/1/4" -ROOF SHEATHING VALLEY SET TRUSSES VALLEY SET TRUSSES PLAN AND SCHEDULE PER PLAN AT 24" O.C. AT 24" O.C. MAX. GAP FROM TOP OF -MIN. 9° LONG 20 GA. ROOF SHEATHING ROOF SHEATHING 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING FLAT STRAP w/ (8) 10d PER PLAN PER PLAN FOR VERT. REINF. -SHEATHING PER SHEATHING PER SHEATHING PER WALL BRACING AT NON -BEARING EXTERIOR WALL PLAN. -OR- PLAN. -OR- PLAN. R 0 7 .----.----.- _---------- 2x4 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW w/ (3) 10d EACH END. TF ona VALLEY SET OVER FRAME "X" = 10% HOUSE WIDTH RIDGE GABLE END GABLE Ix 2x4 PURUN @ 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 STRUCTURAL SHEATHING PER PLAN AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE TOP CHORD w/ (2)-16d NAILS AT 24" O.C. SIDE OF BLOCKING. CONT. 20 w/ (2) 12d NAILS STRUCTURAL SHEATHING PRE-ENGINEERED WOOD "X" = 10% OF TRUSSES AT 2'-0" O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL HOUSE WIDTH � 3 TRUSS ANCHOR SHEATHING. "L" 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 BACK. 7 SEE CONN. CHART 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" x / BOND BEAM PER PLA BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). / I 2 FASCIA 2x SHTG. 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 C Oj SEE ARCH. BLOCKING "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS DRAWINGS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID RIDGE HEIGHT AND TO THE BLOCKING BELOW THE ROOF �J x " SHEATHING PER 8 CMU WALL OR LINTEL, SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO — , SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED d MASONRY TO EACH "L° BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. HIP ——fv 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" "X" TILE: 15/32° SPAN RATED PLYWOOD OR OSB PANEL EDGES @SUPPORTS (1) 6" O.C. 6" O.C. 4" O.C. PANEL FIELD 1 6" O.C. 6" O.C. 6" O.C. METAL: 15/32" SPAN RATED PLYWOOD w/24 GA. 19/32" SPAN RATED PLYWOOD w/26 GA. NO IES: 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 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. 2x6 w/ (2) 12d NAILS 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 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 8'-O" BACK FROM GABLE TRUSS. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32" MAX. SPACING ---IF LENGTH IS LESS THAN 4'-0" USE 2x4 "L" BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 20 "L" BACKS. NAIL "L" BACKS w/12d • 12°O.C.(NOTCHED • TOP w/2-12d TOENAILS "L" BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLAN—J PARTIAL GABLE END TRUSS DETAIL R09C PARTIAL GABLE SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. t0 DIAGONAL BRACING w/ (5) 12d COMMON NAILS TO BLOCKING AND TO THE "L" SACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND [HE REMAINDER AT 48" O.C. DIAGONALS OVER 8'-0" MUST HAVE AN ADDITIONAL "T" BRACE ATTACHED TO THE NARROW EDGE w/ /12d's AT 6" O.C.. "T" BRACE LENGTH 10 BE THE DIAGONAL'S LENGTH MINUS 12" FROM EACH END. ANCHOR INN. CHART VV U u U G PER PLAN R09B .UTCH HIP GABLE TRUSS BRACING DETAIL 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 PRE-ENGINEERED ROOF TRUSSES ® MAX. 24" O.C. SHEATHING PER ARCH 1z4 FURRING AT INSTALLED PER MANUF. MAX. 16" O.C. w/ (3)10d AT EA TRUSS (Sol_ EXTERIOR CEILING FURRING SCALE: N.T.S. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 El THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12-13-2019 DATE NMI 0 +-' i4 E0 k/ NAL IIIIi voo om r_q 00 c� 0 o 00 ^� H � ;_4=O OIN C) 0-" N It a� U m as V O � 0 bA '""', cz N Ix4 AL PulteGra i PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET S4.1 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °---NOTE: ° PROVIDE BLOCKING ° AT ALL ° ° ° ° ° SHEATHING EDGES. ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° AIL ° ° SPACING AT ° ° ° ° ° ° ° ° ° ° ° A 12" IN ° ° FIELD ° ° ° i ° ° ° ° ° ° ° ° ° °91, ° ° ° ° ° ° ° ° ° 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 S ° ° 1/2 DOUBLE NAIL EDGE SPACIN( 1�1�-2z4 BLOCKING STUD SPACING PER PLAJ NAILING SHEATHING SPLICE -SAME THICKNESS AND STRUCTURAL SHEATHING PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL TOP PLATE CONNECTOR: (2) SDWC15600 SCREWS @ EA STUD DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUC 2X P.T. SOLE PLATE w/ 1/2" DIAM. ANCHOR BOLTS (10 + 2) AT 32" O.C. MAX. w/7" EMBEDMENT OR 5/8" DIA. EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN, OR 1/2" DIA EXP. BOLTS AT 24" O.C. W/1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB w/ 30 PLATE WASHERS W10 a 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 INT FINISH 1x WOOD 1X PT BUCK ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL SILICONE SEALANT 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 W02ILM GABLE END SHEATHING DETAIL 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"4x4" TAPCONS @4" FROM ENDS FINISH PER ELEAVATION AND 12" O.C. REMAINDER. w/1 1/4" EMBEDMENT EXTERIOR CONC.WALL GARAGE DOOR AND TRACK, INSTALLED PER i MANUFACTURERS SPECIFICATIONS. STRAP INSIDE FACE OF WALL PER — W10 WHEN TRUSS STRAPS INSTALLED ON INSIDE (NON —SHEATHED) FACE OF WALL SIMPSON H2.5A @ TOP & BOTTOM OF OPENING FRAMING (JACK STUDS ONLY) - DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16" O.C. — (6) 10d NAILS KING STUD TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA18 CENTER ON HEADER. STRUCTURAL SHEATHING PER PLAN — (ON OPPOSITE SIDE OF WALL) 2x STUDS AT 16" O.C. EDGE NAIL SHEATHING PER PLAN � u 2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2"A" "L" BOLTS OR 58"6°SIM T2°OC & MTS16 FROM EA. TRUSS TO HDR. �— TRUSS BOTTOM CHORD PER EDGE NAIL SHEATHING MANUF. @ 24° O.C. PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. I EDGE NAIL SHEATHING TO TOP STRAPPING AT INTERIOR PROVIDE 48" LAP SPLICE w/ (3) 10d PLATE AND TOP AND BOTTOM FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16" O.C. I I I OF HEADER PER PLAN HEADER PER PLAN, (2) PLY HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO MIN, ADD JACK/KING STUDS MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONN. REQ. PER PLAN. AND CONNECTORS DOUBLE UPPER SILL AS REQ. REQUIREMENTS PER PLAN. FOR SHUTTER ATTACHMENT (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O — CENTER ON BOTTOM --A AT 3" O.C. ALL AROUND HEADER EXTERIOR WALLS & SHEAR OPENING WALLS ONLY, FASTEN CONNECT WALLS PER W10 DETAIL @ SHEATHING AT 3" O.C. ALL INTERIOR NON —SHEATHED WALLS AROUND OPENING DOUBLE SILL AS REQ. FOR DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. SHUTTER ATTACHMENT SHEATHING PER PLAN @ EXTERIOR WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) I (1) SP4 TO KING & JACK STUD U.N.O. I I I I EDGE NAIL SHEATHING PER PLAN II II II II —-Li —1L —Li _JL NOTE: FOR EXTERIOR BEARING WALLS ONLY 1AInC1TYPICAL FRAMED BEARING WALL V Y V %J JKU / x PSON TITEN HD S w/ 2 WASHERS A 4 AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR TYPICAL WIND 0 W ATTACHMENT D E TAIL MASONRY WITHIN 6° C TOP AND BOTTOM. G (2) ROWS OF 1/4°z3" LINTEL WITH POWER DRIVEN FASTENERS AT 12` D.G. MASONRY SCREWS ®12" O.C. STAGGER ROWS 6° FASTENERS TO BE 1/8' DIA. MIN. AND EMBEDDED 3/4' MIN. 0"-16' MAX. GAP W14 FRAME TO BUCK TO MASONRY MINIMUM SHEAR CAPACITY TO BE 150r. 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 ELEAVATION w ICAL D ,�,�TYPOOR ATTACHMENT DETAIL rr im 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. IU LMF IllF-IUML) W19 TYPICAL FILLED CELL DETAIL .I. _ EXTERIOR CONC.WALL . . 1/4" DRIVE-IN ANCHOR ;.°; ' .:_ a° GARAGE DOOR AND TRACK, INSTALLED PER : __._ ° ` :^. . MANUFACTURERS _ . 'I "d. rT.. d . ; SPECIFICATIONS. — 'II 1 1/2" x 2 1/4" HILTI SLEEVE ANCHOR OR EQUAL MIN. 1 1/2° EMBED INTO MASONRY. (1) PER BRACKET _ FRAME TO MASONRY GARAGE DOOR ATTACHMENT DETAIL W16 TYPICAL STUD COLUMNS PER PLAN N SOS SCREW 0 IC O.C.— STAGGEIRED EACH SIDE OF POST (RESULTING IN 8' O.C. ND COLUMNS PER PLAN OVERALL SPACING) 4-PLY: N x 5' SOS SCREWS 5-PLY: N x 6' SDS SCREWS 6-PLY: N x 8" SDS SCREWS 7-PLY: r x 8" SDS SCREWS CS16 OR EQUIV. (TOP, MIDDLE AND BOTTOM) )d NAILS 0 8' O.C. I PLY) (2) 10d NAILS 0 8' O.C. (EACH PLY) PRIMARY METHOD ALTERNATE METHOD )STUD PACK DETAIL FOR (4) PLY OR MORE STUD COLUMNS 2x ANGLE AS REQUIRED w/ (2) 10d TOE NAILS AT EACH END. STRUCTURAL SHEATHING REWIRED AT 2 SIDES IN 2z4 LL w/ 2" MAX. GAP WINDOWS AND DOORS AND AT ENTRIES WITHOUT BETWEEN BLOCKS. BLOCK BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN AS REQUIRED AT WINDOW BARREL FRAMING IS USED. FASTENER LOCATIONS. 1x P.T. SHIM NOTES: ALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. F WINDOW OR DOOR IS INSTALLED IN OPENING SEE 'TYPICAL W4NDOW AND DOOR ATTACHMENT DETNL' FOR DETAIL WHERE WINDOW FASTENER DOES NOT HAVE 2z BACKING, THE FASTENER MUST EXTEND THROUGH 1z SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. W13 ARCH FRAMING DETAIL #5 REBAR w/ A.C.I. STANDARD HOOK AT 8" KNOCK OUT BLOCK w/ TOP. LAP PER GENERAL NOTES. #5 BAR GROUTED SOLID MAY VARY, SEE PLAN BOND BEAM TOP COURSE LINTEL OVER OPENING - #5 VERTICAL BAR IN GROUTED CELL 8" CMU WALL LAID IN RUNNING BOND. W18 ITEPPED BOND BEAM OVER LINTEL ILU 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 181. LINTEL 8" TYPE B 8" TYPE C 12" TYPE B 12" TYPE C 14TYPE B** 114"'TYPEC**� 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 10" 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 54W 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" g� 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 2232 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" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9'4" 8.0" 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 11'4" 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 1694 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 1N 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. 0.1 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 598* 845* 1114* 1345* 1468* * PRESTRESSED ** 8" W/2" RECESS U-LINTELS Type A = Unfilled no Rebar; Type B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Conti nous Grout, Steel per pl A INCH C.Q. .# A ITECTURE,. AA26002802 C.O A. # ENGINEERING: 29349 J THQMAS A. WEBER, PE P.E. # 73242 FLORIDA a BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12-13-201.9 DATE ��tlittl t(ttjl�f r O. STATE OF V 41 0 N U _ 0 U 0 00 Mom t J r _4 Q) 00 41 L\ V J 00 �I 01\ O '0 N U as •'■■� - 4 7j o �' � w bA N as PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte 1PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET S4.2 ---------------- s S