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HomeMy WebLinkAbout6177 Bradford Woods DrTM tPulteGrou APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 2017 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB 40-O 60 -O LOT SPECIFIC AREA TABLE Sheet Number Sheet Title Description TOTAL G0.01 Cover Sheet G0.02 General Notes :CONDITIONED SPACE CMU-BASE PLAN 1850 SF Al .1 1 1st Floor Plan A2.01 A2.02 Front Elevation & Details Side & Rear Elevations & Roof Plan 1850 SF :NON -CONDITIONED SPACE E1.1 1 1st Floor Electrical Plan CMU-COVERED LANAI 90 SF E1 .12 1 st Floor Electrical Options CMU-FRONT PORCH FM1 OR C1 OR C01 OR MD1 21 SF P1 .11 1st Floor Plumbing Plan CMU-GARAGE 438 SF SO.1 Cover Sheet 549 SF S1.o Foundation Details 2399 SF S1.1 S2.1 Foundation Plan Wall Base Plan S3.1 Framing Plan S4.1 Roof Details S4.2 Wall Details S4.2.1 Wall Details CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 Configuration Choices Highgate First Floor Plate Height Choices 9'-4" Plate Height Elevation Choices Florida Mediterranean (FM1) 4B ALL WORK SHA .' '�'ON4P! Y VVITH PREVAILING CODES FLORi,A 61,j; �: ">N, ``." aE, NATIONP 7= ,R'C ,.:.w, ReV115W t)gTEMAY �"' � ���> 20Zj CITY CyrPHYRH LS AND THE �lTY ��F .Z:EPHYRHILL5 PLANE , ORDINANCES XAMINER i i , i i Kitchen Layout Choices Standard Kitchen Layout 1 Laundry Layout Choices Laundry Room Layout 1 (No Sink) Exterior first Floor Wall Choices CMU Exterior Wall Additional Hose Bib Location Rear Foyer Entry Door Swing Choices Door Swing In Garage Handing Garage Left Garage Water Heater Choices Electric Water Heater Garage to House Entry Choices Stepped Entry Garage Type Choices 2—Car Front Load Owner's Bath Layout Choices Layout 1 Standard Shower Owner's Suite Ceiling Choices Flat Ceiling Covered Lanai Standard Covered Lanai (Base LOT SPECIFIED PLAN INFORMATION Bath 2 Shower Choices Tub/Shower Combination / Gathering Room Ceiling Choices Flat Ceiling CustomerName Market Home *, 6871-08101 Wind Speed Choices Wind Speed 140 High Velocity Hurricane Zone Choices Non High Velocity Hurricane Zone Address 6177 BRADFORD WOODS DRIVE ZEPHRYHILLS FL 33542 Community 6871 OAKS OF PASCO 6871-08101 ---- t M t'J � oo0 cn o VJ 0 A� 4� a` N 4� c� UM w 0 M r 41 N as PulteGroup- PRODUCT MANAGER RELEASE XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 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 PulteGrou TM SHALL 8E ISSUED TO THE BUILDING DEPARTMENT - 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 OR ASTM C1787 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 1h" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1 /2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. o 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 underlayment for asphalt, metal, mineral surfaced, slate and slate —type roof coverings. 0 Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate and slate —type shingles, and metal roof panels shall comply with one of the following methods: ■ A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied over the entire roof. ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM D1970 or a minimum 3-3/4 — inch wide strip of self —adhering flexible flashing tape complying with AAMA 711, applied over all joints in the roof decking. A felt underlayment complying with ASTM D226 Type II, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic underlayment meeting the performance requirements specified, is required to be applied over the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of the FBCR for fastener type and spacing). ■ Two layers of felt underloyment comply ASTM D226 Type II or ASTM 4869 Type III or IV, or two layers of a synthetic underlayment meeting the performance requirements specified, lapped and fastened as specified. — FLASHING R903.2 o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and shall be installed in a manner that prevents moisture from entering the wall and roof through joints in copings, through moisture permeable materials and at intersections with parapet walls and other penetrations through the roof plane. - ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 - CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 - METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 GENERAL NOTES 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 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 AT11C SPACE FIRE—RESISTANT CONSTRUCTION — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR A 20—MIN. FIRE —RATED DOOR — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — %" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE CEILING WITHOUT HABITABLE ROOMS ABOVE — 5/8" TYPE X GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE — %" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS WINDOWS/DOORS — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND MIN. 20" D o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED PATH WITHOUT GOING THROUGH A GARAGE o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES o MIN. HEIGHT 78" o FINISHED FLOOR SHALL BE MAX. 1 1/2" BELOW TOP OF THRESHOLD o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o FIXED AND OPERABLE PANELS IN DOORS ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION ■ GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM 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 — M" 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 0 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 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS c� N CD N 0 U u C! co 45 MV__4 M 0 o 00 A�q k 8 OJ oN V� cis c� o� N c� *PulteGroup- PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE TION LEVEL Me PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET GO,02 c5 a 0 N S c� 0 t'/ � M Fzz 0 U) O O A� 01 U H CC"',) N � lItPutte P PRODUCT MANAGER RELEASE XX/XXXX PROJECT TYPE SPECIFICATION LEVEL Nte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET A1,11 FYPON COROG 8X6X4 OR APPROVED EQUAL si- C R 1,-2" L4° N 1'-6" + CORBELDTL ;44' SCALE 1' = 1'-0' TRIM DETAIL SCALE: 1/2' = 1'-0' E A 0 0 oz F- 1" FRIEZE BANDING DTL SCALE 1/2' = 1'-0' B 4" +1 2' SILL DR. SCALE. 1/2' = 1'-O' C 9'-4" ---------------- ------------- 8' T.O. WDW - - E E E E ❑ F L D 0 =c E - F FE ll 0 E-1 LIFE] 0 D o'—o' F17-11 El.❑❑ ❑®❑❑ \-GARAGE DOOR 3 " s 0 0 TRIM DETAIL SCALE: 1/2' = 1'-0' W 0 CD 0 V Q FRONT ELEVATION SCALE 1/4" = 1'-O' (NOTE: SCALE 1/8" = 1'-O' ON 11x17 PAPER) CV N t U 0 J d o �r� W 44 0 O E�z 0 t\00 ty A� �1 CN V� co T. r'' c� w 0 ��� N � *PulteGroup- PRODUCT MANAGER RELEASE c XX/XX/xxxx PROJECT TYPE I Single Family SPECIFICA110N LEVEL Nte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET A2.01 ROOF PLAN SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) 8 -0 T.O. WDW ----------------- ----- -----, T OPT. GRIDS PER OPT. 4' BANDING / ---------------COMMTY SPEC SIDE ELEVATION SCALE 1 /8" = 1'-0" (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. SO. FT. SQ. IN. 2399 345456 7.997 1151.520 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SO. FT. SQ. IN. I OF VENTS SO. FT. SO. IN. LIN. FT. 3.199 460.608 4 4.798 690.912 112 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 8'-0" V T.O. WDW I o 00 o� I SAND FINISHED STUCCO 0'-0" FINISH FLOOR V T.O. WDW O� O L.- : io OPT. 4BANDING" OPT. GRIDS PER 00KINITY SPEC REAR ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) -------------- J FINISHED OPT. GRIDS PER STUCCO OPT. 4" BANDING COMMUNITY SPEC SIDE ELEVATION SCALE 1 /8" = 1'-O' (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) a co !M co W 45 00 rV O 0 J+ O A� � �MM Ubb � r0 w cz N as *PulteGroup- PRODUCT MANAGER IRELEASE I DATE: xx Ax /xxxx PROJECT TYPE I Sinkle Family TION LEVEL Pulte PLAN NAME High ate NPC CHUD NU ER 2811.500 SHEET A2.02 BEDROOM 2 AF.F. ON COASTAL AND FM ELEVARM FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-0- (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) (13GfCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER #NP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 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 F@ LIGHT FIXTURE - COACH LIGHT E-�- LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) Q EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS DETECTOR CEP ELECTRIC PANEL �MOKE AFC1� ® KEE/CA/CARBBOON SMOKE/CARBON ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT ® THERMOSTAT -O PB PUSH BUTTON TELEVISION OUTLET SWITCH T TELEPHONE OUTLET /OY ?ARBAGE DISPOSAL GFCI PROTECTED) � DOOR BELL CHIMES GARAGE DOOR C• WIFI HOTSPOT OPENER DATA/TV MEDIA /SWP BOX It DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 METER CIRCUIT MAIN CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT 1 1/2' PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM =1 ICI I I� �I � ►= �'' '� ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL ura 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ELECTRICAL NOT TO SCALE IIIIIi- II III; — 111J4 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL RISER DIAGRAM ALTERNATE u a 0 N H a 0 t'I � W c� O 0 VJ iy 00 A� U N � *PulteGroup- MANAGER I RELEASE I DATE: Xx/XX/xxXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Me PLAN NAME Highgate NPC CHn NU ER 2811.500 SHEET E1.11 a t 0 0 o c' W r� ,y1U-,Y I Au-,v FIRST FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) Z 1 U 6 N Z 2'-0" TYP. SPACING METAL STUD, TYP. 2'—D" TYP. SPACING END NAILS, TYP. �2x4 WOOD BLOCKING INSIDE METAL LWOOD BLOCKING STACKED BETWI TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS PLATE, TYP. STACKED METAL STUD, TYP. 2x6 WOOD STACKED BETWEEN BLOCKED METAL STUDS, TYP. WOOD BLOCKING INSIDE K, FROM BOTTOM PLATE TO TOP PLATE Pd. 941, Polo 00. oploo. D NAILS, TYP. 110V DUPLEX , LOCATION , �' OUTLET LOCATION 14, 0,0 id 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING - SCALE: N.T.S. ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) (qffq STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER *lP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®0W DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET s e t SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -(>PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT �-- LIGHT FIXTURE - EXTERIOR WALL MOUNT -R - LIGHT FIXTURE - LED DOWNLIGHT - LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) C, EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE t+;.� PROVIDE FRAMING SUPPORT FOR FIXTURE QS SMOKE DETECTOR CEP ELECTRIC PANEL (AFC! PROTECTED) � SMOKE/CARBON ELECTRIC METER © MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) THERMOSTAT EMERGENCY LIGHT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH CIHT TELEPHONE OUTLET IMIES GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR WIFI HOTSPOT OPENER MEDIA /SWP BOX DATA/TV 00 DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18' AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM ---------------- ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL uro 313 ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ..III.. �I... ..ill.._, 114 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE CD 0 W •� O 0 %I 0 11 Aull �MM � Kj U..++ M c� 0 CJ� Cn N � *PulteGroup- => L M � 00 o N � O Cl* � PRODUCT MANAGER IRELEASE I nAW. vv /vv /Vvvv PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2811.500 SHEET 0 a 21_0' FIRST FLOOR PLUMBING PLAN SCALE 1/4" = 1'-0° (NOTE: SCALE 1/8' = 1'-O" ON 1107 PAPER) THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY C c! M c J 4� °Q M 0 v) t\ T 0 d1 V� r M c� cn Nme *PulteGroup- PRODUCT MANAGER RELEASE XX/XX/XXXX PROJECT TYPE �. 1 — SPECIFICATION LEVEL I Pulte PLAN NAME Hi h ate NPC CH NU ER 2811.500 SHEET pill A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE Ah EDITION. 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. BACKCHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE. 6. ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-POSITIVENLO6: 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 UVE 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 7-16 140 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 (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. 2. ALL ALL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM 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 BACKALL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. 5. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6' AND SEALED. D. CONCRETE: 1. CONCRETE SHALL CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. 2. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK FILL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER Y OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MMUFACTURER'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 & ACI 332. 10. SLABS ARE DESIGNED AS UNREINFORCED FAIN 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 )f TO 2 Y, IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL. E. MASONRY WALL CONSTRUCTION: 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. 2. MASONRY UNITS SHALL MEET ASTIR C-94 GRADE N-1 FOR HOLLOW LOAD BEARING TYPE I MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (I'm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8' x 8' x 16', TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. 3. ALL MORTAR SHALL. CONFORM TO ASTIR C 270, TYPE 'S7 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 ALLIED CELLS FILED 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. B. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 9. OVER ALL MASONRY OPENINGS IN WALLS PROVE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. 10. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) 15 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD AC HOOK AT THE TOP, LAPPED AND TIED TO LEE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE WIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK 14 20' 3' 10' 15 25 3-3/4' 10' J6 34' 4-1/2' 11' 17 427 5-1/4' I 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. MBAR LAP SPLICES ARE TO BE: CLASS V. MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHAM 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' 64 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 LATEST EDITION OF THE NDS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER 016' O.C. FOR WALLS 9'-5' OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 20 SPF OR SP NUMBER 2 OR BETTER 016' O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS 0 24' O.C. MAX. 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 20 STUD WALL PROVIDE: (1) 20 KING STUD AND (1) 20 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH )' 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 TOP PLATE CHANGES FROM 2X4 TO 2X6 IN UEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE 10. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12' O.C. UNLESS NOTED OTHERWISED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOW IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24' O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16' (INCHES) O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. PROVIDE BRACING AND BLOCKING PER BCSI-133 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. & ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL BE DETERMINED BY THE DELEGATED TRUSS ENGINEER I. ANCHORAGE: 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2' DIA., EMBEDDED 7'. USE 10' LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3'x3'xO.229' PLATE WASHERS ARE ASTM/ASME B18.22.1. 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE SIMPSON 'STRONG -BOLT TPER FL PRODUCT APPROVAL j15731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE SIMPSON 'DTEN HD'PER FL PRODUCT APPROVAL F5730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC3O& PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET-XP'PER FL PRODUCT APPROVAL F5730.6 OR SIMPSON AT-XP'PER FL PRODUCT APPROVAL 116230.1. SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIMPSON SET-XP' 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE SIMPSON POWDER -ACTUATED FASTENERS'PER FL PRODUCT APPROVAL 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 `BTEN SCREWS'PER FL PRODUCT APPOVAL 12355-R4. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHAD. BE. SIMPSON SUPER FL PRODUCT APPROVAL F5730.5, 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL & 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 TW/ MIN. 2 3/4' EMBEDMENT DEPTH AND LEDGE DISTANCE b) 1/2' DIA. SIMPSON 'NTEN HD'W/ MIN. 31/4' EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON TTEN HD'W/ MIN. 31/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2' DIA. F1554 GR. 36 AIR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 10. PLACE ANCHOR BOLTS AT 4' MIN AND 12' MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4' FROM CONCRETE EDGE, AND SPACED AT 24' O.C. MAX. 11. SILL PLATES SHALL BE TREATED WITH DISOLXUM OCTABORATE TETRNHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 13. BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. It CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 REBAR VERTICAL REINFORCING AT AN WCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A V 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 WITH THE CONTINUOUS REBAR IN THE TIE BEAM. IF THE WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX. 16' HIGH AND 4' WIDE AT THE FLOOR. DRILL HOLE AND INSTALL A 32' LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. Z. MISSING OR DISPLACED 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-r FROM ANY EDGE FOR )r BOLTS AND 3- r FOR V 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 24' TO 16'). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. MIEN 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 )C OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOC( OVERHANGING THE SLAB BETWEEN )C 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 ORILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS (1-3/8-FOR A 2X4 STUD OR 2-3/16-FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS (2-1/8-FOR A 2X4 STUD OR 3-5/16-FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4'XI-1/2' SIDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'r-SDS3 WITH (12)-1/4N3'SDS SCREWS, WHERE '#'CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOP/BOTTOM PLATES a. FOR PLUMBING/MECHANICAL UTILITIES A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2'WDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/2-TO THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1-FROM THE EDGE OF THE PLATE. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS TABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2-BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTILIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3' WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8'MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7' ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDEUNES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2 SOFFIT, OTHER THAN THE EXTERIOR GRADE SOFFIT BOARD OR SOFFITS USING HIGH -RIB METAL LATH AND STUCCO, SHALL HAVE THE PRODUCT APPROVAL NOTED ON ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS SUBMITTED. ALL ALUMINUM OR VINYL SOFFITS SHALL MEET OR EXCEED THE REQUIREMENTS NOTED ON THIS SHEET IN REGARD TO DESIGN PRESSURES. ALL ALUMINUM MUST BE INSTALLED IN ACCORANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO COMPLY WITH THESE MINIMUM DESIGN PRESSURES. INSTALLATION IN ACCORDANCE WITH THESE REQUIREMENTS WILL COMPLY WITH R703 AND R704. ALL VINYL SOFFIT SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND R704. DESIGN PRESSURE CALCS 1 i Width Description Zone Lft I Height 3 r f Effective Area ft2 r Positive Ne ative Pressure Pressure sf 16070 OHGD --- 16 7 112 21.9 -24.4 3080 DOOR 4 3 8 24.0 24.4 -26.5 6080 SGD 5 6 8 48.0 23.2 -29.3 4010 FIXED 4 4 1 4.0 25.8 -27.8 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 -25.3 DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS C.OA.# ARCHITECTURE: AA26002802 C.OA.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 3/31 /21 DATE``,11111i1t/ 3pM� $. 4ti mow, 5 CL 0 N c� 0 C M t ) 00 M 0 O 000 A� � �MM N U co ..j bA Lm N � liPulteGroup- PRODUCT MANAGER RELEASE XX/XX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Hi h ate NPC CHIM NU ER 2811.500 solm (1) #5 REBAR w/LAP PER COVERSHEET 8" C.M.U. FINISH PER ELEV. OL-o'-0. 7�j FINISH GRADE MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS 9' STARTER �-0. COURSE9*' 1-4' 0 2 ST Y ALT. CMU SEAT 0 -W EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB SCALE: 1/2'4-0 3/4' RECESS IN SLAB 10 1/2' 8' C.M.U. WALL FINISH PER ELEVATION FINISH FLOOR </i\-7"' w . SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2'=1'-0 RECESS WITH PAVERS 2x AT 24'0.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTEIM OR TAPOMS 016' O.C. OR (2) ROWS 12e 1/2' G.W.B. EA. SIDE GM NAILS 012' O.C. STEP PER PLAN SLOPE ., �:..., . a o on 6 1/2" (1) J4 ROD CONT ON CHAIRS UNO STEP CONDITION THICKENED SLAB @ GARAGE (NON -BEARING) SCALE: 1 /2°=1'-0 PVC SLEEVE 1'-4' 0 2 STORY F1� BEARING PENETRATION DETAIL SCALE: 1/2'=1'-0 CMU COL. PER PLAN PAVERS OR SLAB PER SLOPE ' SPEC. —` CONCRETE FOOTING— w/REBAR AS NOTED ON FOUNDATION PLAN • • •;• +; � : + . (IF REQUIRED) PER PLAN MASONRY WALL CORNER ON SPREAD FTG. SCALE 1/2'=1'-0 3/4' RECESS IN SLAB — FINISH FLOOR CMU COL PER PLAN —15 REBAR w/LAP PER W COVERSHEET _0A. SLOPE --- W 10 CD m CONCRETE FOOTING o w/REBAR AS NOTED i Z ON FOUNDATION PLAN '`• --�-` (IF REQUIRED) PER PLAN teo MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1/2'=1'-0 -rg -, 8' C.M.U. WALL FINISH PER ELEVATION SLOPE =i = . • MONOLITHIC FOUND. w/(2) J4 DIA. RODS CONT. ON CHAIRS. RECESS WITH SLAB 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TOM 016' D.C. OR (2) BOWS 12d GUN NAILS 012' O.C. START SLOPE EN 2" SLOPE •..: * , FLUSH CONDITION 8' C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS SCALE: 1/2'=1'-0 GROUT BED 00 1A. 1'-4' 0 2-STORY EXTERIOR DOOR SILL @SI SCALE: 1/2'=1'-0 —#5 REBAR w/LAP PER COVERSHEET iCD 0 o w z m o z (1) ,J5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS SCALE 1/2'=1'-0 1'-4' 0 2 STORY POURED CURB FINISH GRADE o —MONOLITHIC FOUND. w/(2) 14 DIA. RODS CONT. ON CHAIRS 12' SQUARE C.M. . COL PER PLAN w (2) 15 RON w/ 25' LAP MIN. 0 EACH RUB CELL ' SLOPE PAVERS OR SLAB PER SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PER PLAN PLAN (IF REQUIRED) _wb MASONRY COL. ON SPREAD FTG. SCALE: 1/2'=1'-0 2-1/2' 0 IMPACT a DOOR DOOR PER SPEC Z jU—ws-L_0___w PAVERS PER SPEC PAVERS PER 3° a DOOR PER SPEC (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS a VARIES) DOOR THRESHOLD PER PLAN PE _ SLOPE 01-00 PER?LAN 0. ALT. BRICK PER PLAN ,... THRESHOLD v...':� 00 HP M Ui I MONOLITHIC FOUND. MONOLITHIC FOUND. MONOLITHIC FOUND. 1-0" T W/ (2) #4 DIA. RODS w/(2) 14 DIA. RODS w/(2) 4 DIA. RODS ` ` V4 CONT. ON CHAIRS CONT. ON CHAIRS CONT. ON CHAIRS 1-4' 0 2-STORY ::+ ALT. FLUSH BRICK 1'-4' 0 2 S Y EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) (1) J4 ROD CONT. ON 2x AT 241C. MAX. CHAIRS TYPICAL 3 1/2' CONC. .1/2' G.W.B. EA. SIDE FINISH GRADE SLOPE SLAB f •' _ ••I THICKENED SLAB EDGE SCALE 1/2'=1'-0 SLR. PAVERS TYP. (1) #44 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE: 1/2'=1'-0 VERTICAL DOWEL - AS REQ'D IN PLAN LAP SPLICE REINF. PLACEMENT AT FTG. CORNERS SCALE 1/2'=1'-0 SCALE: 1/2'=1'-o 8' C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) (1) /4 REINFORCMENT 4s SEE FOUNDATION PLAN 4" BAR CONT. a a CONC. PER SCHEDULE w a SLOPE TO DRAIN - MONOLITHIC FOUND. W/ (2) /4 DIA. [ - RODS CONT. ON Cm r .. ••] f.. ay.1 _ �; •. js.., .i ..3. CHAIRS Fa SHOWER RECESS SCALE 1/2-4-0 CORNER BAR WITH 25" MN. LAP SPLICE EACH SIDE. SAME SIZE AS CONT FOOTING STEEL NUMBER OF CORNER BARS EQUALS NUMBER OF CONT. BARS NUMBER OF REBAR PER PLAN CV O N ca a 0 U C.O.A.# ARCHITECTURE: AA260028M C) t'J � r--1 00 0 V, � O 00 A� Cn U� O co Nm� tPulteGroup- PRODUCT MANAGER 7 RELEASE DATE: XX /XX /XXXX C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Fan l C) THOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Hte 3/31 /21 DATE,`{{{IlllitJJ f `�� 3p1Y�IN f, PLAN NAME Hi h ate NPC CHn NU ER °• 1;602 - 12811.500 SHEET 00 s ....... ,., SLO , ff,/II JAI.{�xIII%>> LEGEND SYMBOLS Q 8x8 FILLED CELL W/ #5 REBAR FO-T-2-1 8x8 FILLED CELL W/ (2)#5 REBAR ® INSIDE FACE QO 8x8 FILLED CELL W/ NO REBAR REQUIRED c: 4 45' CMU -FILL CELLS W/ #5 REBAR 40'- p" 1202 FILLED CELL W/ (4)-15 REBAR 30'-0" 10'-0" ELE ELEVATION INDICATOR - ELEVATION NOTED IS 3'-1 1/2" $" 70_0" $" 4'-5 1/2" $" 11 10'-2" 8" It 2'-7" 9An '-0 RELATIVE TO FINISH FLOOR DATUM = 0'-0' 24"x24"x12" CONC. FTG. w/ sto DETAIL XX VERIFY M.O. VERIFY M.O. #4 BARS 6" O.C. EA WAY INDICATOR10( 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 Icm L uj — C.O.A.# ARCHITECTURE: AA26002802 11 OF C.O.A.# ENGINEERING: VERIFY M.O. VERIFY M.O. 29349 2'-11 1 2" " " " 2'-11 1 2" 0 THOMAS A. WEBER, PE 1-9 16 —8 8 1-9 8 7 —0 8 / P.E. # 73242 FLORIDA ;0 21'-6" 4'-3" 14'-3" ■ BENJAMIN NIESE, PE 40'-0" P.E. # 86026 FLORIDA N 3/31 /21 o DATE ,E{1111 � i o .. No.86025 _ N FOUNDATION PLAN �.� U SCALE: 1/4"=1'-O" L STATE OF � •��� At a 0 w/ OPT. SCREEN W ENCLOSURE ( F01 F01 0 � F11 • I S1.0 S1.0 • S1.0 0 R R •--- R CV N � i I VERIFY M.O. ;�, L7 CO CV I CJ • • • • R I I 0 CJ • g" 3'-0 1 /2" FO7 I o o I A • I • LO T F26 CJ • R I I. I I • I I Fo1 o o .. � I o 0 • CJ CJ ( • I I REFER TO ARCHITECTURE FOR I � ACTUAL WALL LOCATION • S1.0 I SLOPE STARTS I HERE I I II • ( VARIES � II � i CJ I � � s,.0 0 o I • I � � N I I F07 S1.0 I ® I II I CJ � 'VERIFY N I CJ � S1.0 R M.O. M F01 I • 5 3_4R 51 F01 I d- tAronq D o� 00 O VJ � O ACrN i4 Ucn 0� 0 N � *PulteGroup- PRODUCT MANAGER RELEASE DATE: XXIXX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CH NU ER 2811.500 SHEET sil o� 00 O VJ � O ACrN i4 Ucn 0� 0 N � *PulteGroup- PRODUCT MANAGER RELEASE DATE: XXIXX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CH NU ER 2811.500 SHEET sil PRODUCT MANAGER RELEASE DATE: XXIXX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CH NU ER 2811.500 SHEET sil d cV in en en U3 E 0 WALL BASE PLAN. LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8' KNOCK OUT BLOCK WITH 15 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4' NOMINAL BEARING PER END 0 LINTELS OR AS REQUIRED BY MANUF. (NOTE: MOST MANUFACTURERS REQ. 8' BEARING 0 SPANS > 12'-4') 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12'-4' SHALL BE PRESTRESSED. 4. BOND BEAM ELEV = 9'-4' U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4' FOR ALL LINTELS 28' OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF UNTEL CAVITY 7NOm16- 1B1 T LQUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT INAL MADTH #5 REBAR AT TOP MIN. (1) REQ'D 1-1127 CLEAR a J CMU � Z :f GROUT 15 REBAR AT BOTTOM OF LINTEL CAVITY 7-5 8' BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8' NOMINAL WIDTH LEGEND DETAIL INDICATOR ® LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO S-4' DOUBLE 2x6------- S4 - 6'-0' DOUBLE 2x8------- 6'-1' - 8'-6' DOUSE 2x10 2 JACK STUD EACH END. 8'-7' - 12'-6' DOUBE 202 (2) JACK STUDS. EACH FND. #5 REBAR IN VERTICAL GROUT FILLED CELL MITER LINTELS BY FIELD ROUGH ❑PENING CUTTING BELOW PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAIL w N.T.S. #5 CORNER DOWELS INSIDE AND ❑UTSIDE OF VERTICAL #5 BAR AS SHOWN COLUMN BELOW C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 3/31 /21 DATE %1t11illi(/!f ✓No. 866� oe- Aft 'e'/s�QINA�. 11111111 u M C' J CQ cn 0 V) � O O A� �i v� VCC).... tt `v itbb w N 0 lItPulteGroup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Sinerle Family SPECIFICATION LEVEL Pulte PLAN NAME. Highgate NPC CHn NU ER 2811.500 SHEET S2.1 ROM N 7 E y O ROOF FRAMING PLAN SCALE: 1 /4"=l'-0' TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY, THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. C.O.A.# ARCHITECTURE: AA260028W C.O.A.# ENGINEERING: 29349 D THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 3/31 /21 DATE`willill 11! ! rq M v J c\ O A W V c� Nm� '*PulteGroup- PRODUCT MANAGER I RELEASE I DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET SM SHEARK SEE D DETALS FORr a PRE..ENGINEERED WOOD O.C.TRUSSES AT 29 OR- 2K BI.00KINGNROON BOARD ATTACHED CONMINUOUSSTRUCTURAL CNa SPACING %xt SHEATHINGNALPERTWA %i CONTINUOUS STRUC7URAL SHEATHING DETALSHEATHIING NAL PER WANNGDETA ANCHOR PER PLAN 1 •i7 7' TO ARCHITECTURAL DRAWINGS MD/ORti .' DRAWINGS FOR v., M, M ..,,., :.9' 1 7Ii7 1' 1 T h STRUCTURAL E D DETALS FOR ATrACHIDIT PRE­ENGINEEREDWOOD TRUSSANCHOR �r R , FAXK (SEE ARCH1 BOND FA PER 1 W',,R00FMASONRY IV 1 Scdc Fie Namc 1 /2"=1'-0" RWM-010 SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24, O.C. 20 BLOCKING AT 2'-0' — O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS BOND BEAM PER ` SHEATHING PER PLAN PLAN AND SCHEDULE META16 AT BLOCKING w/1/4' 8' CMU WALL SEE PLAN MAX GAP FROM TOP OF FOR VERT. REINF. WALL TO BOTT. OF BLOCKING R07 WALL BRACING AT NON -BEARING EXTERIOR WALL STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24' O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN AND SCHEDULE ffTm SHEATHING PER PLAN R08B WALL BRACING AT BEARING WALL (8) 10d NAILS EACH (4) 1/4' 0 c 2-1/4' M ENGINEERED WOOD ROOF TRUSS AT 24' O.C. MAX «'[.,,Il9"fi111 SCREWS AT EACH STRAP. ` (1) SIMPSON HTSM16 CGINDTXINS 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 FELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. R13 MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) STRUCTURAL SHEATHING PER PLAN 20 LADDER FRAMING AT 24' O.C. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 20 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6' TO 6'-6" USE ONE 20 "L' BACK. 2. AT VERTICALS OVER 6'-6' TO 8'-4" USE (2) 20 'L' BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 20 "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH 'L' BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d 0 EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING — ODf\ PER PLAN. GABLE TRUSS PER PLAN 20 BETWEEN EA.--/ OUTLOOKER w/(2) 10d TOENAILS _ EDIMENT BLOCKING @ GABLE VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN MIN. 9' LONG 20 GA. FLAT STRAP w/ (8) 10d SHEATHING PER DI AN — O R — 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. Qn� VALLEY SET OVER FRAME Ilvv IMA PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24' O.C. SHEATHING PER ARCH —� tx4 FURRING AT INSTALLED PER MANUF. MAX. 16' O.C. w/ (3)10d AT EA TRUSS sot EXTERIOR CEILING FURRING SCALE: N.T.S. VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN 0 (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW 20 BLOCKING AT DIAGONALS ONLY. 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH ATTACH AT EACH END w/ (2) 12d END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING TOENAILS. NAIL SHEATHING TO AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK STRUCTURAL SHEATHING PER PLAN BLOCKING AT 6' O.C. w/ MINIMUM FROM GABLE TRUSS. 2x4 LADDER FRAMING AT 24' O.C. REQ'D AT 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, SIDE OF BLOCKING. TOP CHORD w/ (2)-16d NAILS AT 24' O.C. NAIL TO OPPOSITE SIDE OF BLOCKING. CONT. 20 w/ (2) 12d NAILS STRUCTURAL SHEATHING 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO PRE-ENGINEERED WOOD BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 TRUSSES AT 2'-0° O.C. MAX 3 SEE PLAN FOR ATTACHMENT OF ALL ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48 STRUCTURAL SHEATHING. O.C. 0 APPROX. 45-DEG ANGLE. Q TRUSS ANCHOR 3 SEE CONN. (MART 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE SPLICE DETAIL FOR DIAGONAL 4' LAP WITH '1' LAP 20 'L" BACK. NAILED w 2 ROWS 10d GUN NAILS 0 8' O.C. / () BOND BEAM PER PLA (2) SIMPSON A23 w/ (8) 10d x 1-1/2" 2. AT VERTICALS OVER 6'-6' TO 8'-4' 'L" (ONE Old EACH SIDE OF BRACE TO TOP PLATE). 2 SHITG USE (2) 2z4 BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW 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 (EMI I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. SEE PLAN FOR ATTACHMENT C u WASHERS AND 7' EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED BEAM AT VAULTED TRUSS w/ 12d's AT 4° O.C. CONDITION, SEE PLAN AND DETAIL / CONT. 2x4 2x4 NAILED FLAT TO TOP OF BRACE ('T' 2x6 NAILED CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP STRUCTURAL NAILS 0 8' O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING % BRACE SPLICE SHOWN \ PER PLAN \ 2x4 BLOCKING AT 48" O.C. - 3 TRUSS BAYS FRAMING 2x6 NAILED ®BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 GABLE END TRUSS BRACING DETAIL GABLE END —FASCIA BLOCKING ) SEE ARCH. DRAWINGS 3. AT VERTICALS OVER 8'-4" TO 13'-0" 8' CMU WALL OR USE ONE 20 "L' BACK AND AN UNTEL, SEE PLAN SHEATHING PER ADDITIONAL DIAGONAL BRACE IS REQUIRED FOR REINFORCEMENT PLAN AT THE PEAK AND AT EVERY OTHER MASONRY VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE 2z4 DIAGONAL BRACING w/ (5) 12d BLOCKING BELOW THE ROOF SHEATHING w/ COMMON NAILS TO BLOCKING AND ADDITION TO TO THE "L" BACK. UNLESS NOTED (THE 1SECOND DIAGONAL, A2d's AT EACH END. NSTRONGBACK IS OTHERWISE ON PLANS, PROVIDE ALSO REQUIRED AT THESE VERTICALS AND ONE BRACE AT THE PEAK AND THE MUST BE ATTACHED TO EACH 'L" BACK REMAINDER AT 48" O.C. DIAGONALS WITH (2) 12d's AND ONE SIMPSON H2.5A OVER 8'-0' MUST HAVE AN OR ONE USP RT5 CONNECTOR. TRUSS ANCHOR ADDITIONAL "T' BRACE ATTACHED SEE CONN. CHART TO THE NARROW EDGE w/ /12d's SIDE NAIL ALL "L" BACKS AND FRAMING PER PLAN AT 6' O.C.. 'T' BRACE LENGTH TO STRONG BACKS w/ 12d's AT 6" O.C. NOTCH BE THE DIAGONAL'S LENGTH MINUS "L" BACKS AT TOP AND BOTTOM. 12' FROM EACH END. R09B DUTCH HIP GABLE TRUSS BRACING DETAIL \ / WOOD 'X" - 10% "X" - 10% 'X' = 10% OF HOUSE WIDTH � ® HOUSE WIDTH � HOUSE WIDTH 3 0 7 s ADGE RIDGE�]/ X RIDGE RI 01 GABLE END x GABLE END Ell x x BOSTON HIP X GABLE X HIP X LNa 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" ILE. 15/32' SPAN RATED PLYWOOD OR OSB PANEL EDGES 0 SUPPORTS (1) 6° O.C. 6" O.C. 4" O.C. PANEL FIELD 1 6' O.C. 6" O.C. 6' O.C. METAL: 15/327 SPAN RATED PLYWOOD w/24 GA. 19/32' SPAN RATED PLYWOOD w/26 GA. NU I L5: 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 VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. 2x4 PURLIN 0 EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN w/ 10d GUN NAIL 0 8' O.C. 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 0 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'-0' BACK FROM GABLE TRUSS 2x4 DIAGONAL BRACING w/ (5)12d COMMON NAILS EA. E4ND 0 32" MAX. SPAGNG IF LENGTH IS LESS THAN 4'-0' USE 20 'L' BACK, 75 IF LENGTH IS GREATER THEN 4'-0" USE (2) 20 "L' cm BACKS. NAIL 'L' BACKS w/12d 012'O.C.(NOTCHED 0 TOP w/2-12d TOENAILS 'L' BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLANJ R09C PARTIAL GABLE END TRUSS DETAIL PARiIAI GABLE C.OA.# ARCHITECTURE: AA26002802 C.OA.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 3/31 /21 DATE`��tillrrr No. 860 i�Q • A'TE • �/�� fQIVAL ��•' �M c'n \' l 1 M M Ov J\ 00 A� -N N U w -•..• � w cf) to 4_0 N rQ *PulteGroup- PRODUCT MANAGER IRELEASE I nATr• vv /vv /Vvvv PROJECT TYPE A" 7 Tt SPECIFICATION LEVEL Nte PLAN NAME Highgate NPC CHn NU ER 2811.500 mi SHEET S4.1 ° ° ° ° ° ° ° ° ° ° ° ° OTE: PROVIDE BLOCKING AT ALL ° ° ° ° ° SHEATHING EDGES. ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° AIL ° ° SPACING AT ° ° ° ° ° ° 12" IN ° FIELD ° ° ° ° ° °°°°°°°°° 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. EDGES SINGLE NAIL EDGE 'SPACING ° 1/2' DOUBLE NAIL EDGE SPACIN( �-2x4 BLOCKING NAILING SHEATHING SPLICE -SAME THICKNESS AND STUD SPACING PER PLA STRUCTURAL SHEATHING PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING TYPICAL SHEATHING DETAIL W01 TOP PLATE CONNECTOR: (2) SDWC15600 SCREWS @ EA STUD DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUE 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 IDS AT 16" O.C. LING PER PLAN PLATE CONNECTOR: iWC15450 SCREWS @ EA STUD REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL w/UPLIFT 12 PER ELEV. INTERIOR 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 W02 GABLE END SHEATHING DETAIL AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. FASTENERS TO BE 1/8" DIA. MIN. AND EMBEDDED 3/4' MIN. MINIMUM SHEAR CAPACITY TO BE 1501. 2x ANGLE AS REQUIRED w/ (2) 10d TOE NAILS AT EACH END. STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN WINDOWS AND DOORS AND AT ENTRIES WITHOUT BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN BARREL FRAMING IS USED. STRAP INSIDE FACE OF WALL PER — W10 WHEN TRUSS STRAPS INSTALLED ON IN90E (NON —SHEATHED) FACE OF WALL ` SIMPSON H2.5A 0 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 (ON OPPOSITE SIDE OF WALL) 2x STUDS AT 16' O.C. EDGE NAIL SHEATHING PER PLAN MTS16 FROM EA. TRUSS TO HDR. - EDGE NAIL SHEATHING PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'D, PLATE TO BE SPUCED OVER A STUD. STRAPPING AT INTERIOR PROVIDE 48' LAP SPLICE w/ (3) 10d FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16" O.C. HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO — MIN. ADOTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS REQUIREMENTS PER PLAN. (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM AT 3' O.C. ALL AROUND HEADER OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT --- Li -i J- NOTE: FOR EXTERIOR BEARING WALLS ONLY ,N A r.VTYPICAL FRAMED BEARING WALL 0"-16" MAX. GAP 20 FILL w/ 2" MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. 1x P.T. SHIM NOTES: FALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL STRUCTURAL SHEATHING. WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION REFER TO STRUCTURAL DETAIL SHEETS FOR NAILING & INSULATION AS WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE OTHER REQ. PER SPECS. FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PRE—ENGINEERED ROOF PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. TRUSSES. REFER TO TRUSS MFGR.DRAWINGS. ARCH FRAMING DETAIL SHINGLE ROOF SHING W13 (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS REFER TO PLAN FASCIA PER COMMUNITY SPEC SOFFIT & OVERHANG PER SPECIFICATIONS BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING w/ PRECAST SILL PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS OIL 0'-0" FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W31 m TYP. 1-STORY WALL SECTION O .nM . •ram /�....... \ :BAR, CONT. IN BEAM BEAM PER PLAN TAR VERTICAL =D 25" MIN. U.N.O. .BAR VERTICAL IN FILLED CELLS, PLAN). #5 REBAR w/ A.C.I. STANDARD HOOK AT TOP. LAP PER GENERAL NOTES. --A TAR VERTICAL =D 25" MIN. U.N.O. CLEAN OUT AT ALL ) CELLS. 'OUNDATION PLAN BOND BEAM TOP COURSE DETAILS FOR FOOTING ORCING. LINTEL OVER OPENING - IV uv killikm] W19 TYPICAL FILLED CELL DETAIL W18 MAY VARY, SEE PLAN 8' KNOCK OUT BLOCK w/ 15 BAR GROUTED SOLID 15 VERTICAL BAR IN GROUTED CELL 8' CMU WALL LAID IN RUNNING BOND. TEPPED BOND BEAM OVER LINTEL CONNECT WALLS PER W10 DETAIL @ INTERIOR NON —SHEATHED WALLS 2x STUDS AT 16' O.C. SHEATHING PER PLAN @ EXTERIOR — WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) (1) SP4 TO KING & JACK STUD U.N.O. EDGE NAIL SHEATHING PER PLAN — TRUSS BOTTOM CHORD PER MANUF. 0 24' O.C. EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM OF HEADER PER PLAN HEADER PER PLAN, (2) PLY MIN, ADD JACK/KING STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL AS REQ. FOR SHUTTER ATTACHMENT EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3' O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT _-- -T_- II II II II II II II II II II II II =L=_jL NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 3/31121 DATE ```%jlllI !/ I! rrr No. 8 • oAv f TAT 40 .... cn c� O 0 VJ O A� tH � Cr "o V • rmi •O ;N;xq.�0 N a *PulteGroup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte 1PLAN NAME Hi h ate NPC CH N I INWER 2811.500 SHEET S4,2 U CL N H C=.7 d O U INT. FNISII WOOD BUCK ATTACHMENT: 1x CUSTOM P.T. BUCK TO MASONRY 1x WOOD MATCH FRAME WIDTH, ATTACH wl T NALS @ 9 1x P.T. BUCK FROM ENDS AND 12' O.C. REMAI DI R. ATTACH WINDOW THRU BUCK INTO MADE PER FORMA ATTACH WINDOW PER PRODUCT APPROVAL FLORA PRODUCT APPROVAL ALTERNATE: RICONE SEALANT 2x OR GREATER BUCK TO MASONRY BLLT-UP THICKNESS < 2114e =1141 x C FINISH PER ELEVATION TAPCONS @ 4e FROM ENDS AND 1YOC. RBIAIIDER. wi I '119BREDMENT TYPICAL WINDOW ATTACHMENT DETAIL N.T.S. no Name WGM-140 WOOD BUCKATTACHMENi: INT. FINISH 2x OR GREATER BUCK M MASONRY IxWOOD BOLT-WTH1%NESS <2IM=11410xV 2x P.T. BUCK TAPCONS @ C FROM ENDS AND 12'OC. REMAINDER wl 11/9 EMBEDMENT APPROVAL ALTERNATE 1x CUSTOM PT BLACK TO MASONRY BRICK MOLD MATCH FRAME WIDTH, ATTACH wI T NALS @ 4e FINISH PER ELEVATION FROM ENDS AMID 1?O.C. REMAINDER ATTACH DOOR THRU LICK INTO MASONRY PER FLORA PRODUCTAPPROVAL TYPICAL DOOR ATTACHMENT DETAIL Sede: Fk Name: N.T.S. WGM-150 WERR CONC WAL L • �- 2X6WOOD BUCKANCFIDAEDTO CMUwI l lr x r V BOLTS OR W x r SIiM TITEIN HD5 w12'WASHERS AT 2CO.C. & FRAME TO BUCK TO WITHIN rOF TOP A1ND BOTTOM, OR (2) MOOROWS OFI/9x T MASONRY SCREWS @ 12.O.C. STAGGER ROWS r FROM EACH END FRw M MASONRY TYPICAL GARAGE DOOR ATTACHMENT N.T.S. 112'x 2114e HLTI SLEEVE ANCHOR OR EQUAL MIN. 11/7 EKED INTO MASONff (1) PER BRADU Flb Nome: WGM-160 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" UNTEL 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" 116" 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 1 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" T W' 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 9203 514" 4'0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5110" 4'G' 860 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 66" 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 814" 7'0Y' 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2-564 3486 2964 3387 9' 4" 8'0" 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1943 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" 1010" 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12, a. 10'8" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 1216" 11-2" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2883 1T 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 N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 174" 16'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19 4" 18' 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 420* N/A 750* 960* 1177* 1415* 1676* 20'W 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 UNTE T e B = Continuous Grout, Steel per Plan in Bond Beam Onl • Type C = Continous Grout, Steel per plan in Bond Beam & Lintel CONNECTOR FASTEN ERS ALLOWABLE LOADS FT TYPE GRAVITY Ibs @1.0 UPUFf(lbs) @ LG LATERAL ib @ 1.6 META16 8 0.148"xl-1/2" -- 1450 F1:340 F2: 770 HETA16 9 0.148"xl-1/2" - 1810 Ft 340 F2: 770 (2) META16 1 l 10 0.148"xl-1/2" 1875 F1: 680 F2: 770 (2) META16 - or3- 14 0.162"x3-1/2" -- 1795 Fl:1285 F2: 108D (2) HETA16 1-ply 10 0.148"x1-1/2"' - 1920 FS:680 F2: 770 (2) HETA16 - or ! 12 " 0.162 x3-1%2" -- 2�5 F1:1350 F2: 1430 HSTM16 8 0.148"xl- 2" -- 1110 F1:120 4 1/4"x1-3 4" Titen 2 F2: 90 MTS12 14 0.148"xl-1/2" __ 990 MTS16 14 0.148"x1- 2" -- 990 -- HTS16 16 0.148"xl-1/2" -- 1310 -- HTS20 24 0.148"xi-1/2" -- 1310 - LSTA12 10 0.148"x2-1/2" -- 925 -- 1STA18 14 0.148"x2- 2" -- 1235 - LSTA30 22 0.148"x2-1/2" -- 1640 - WTA30 22 0.148"x2-1/2" -- 2050 -- MSTC52 62 0.148"x3-1/4" -- 4735 WTCM40 10 4"x2- 4" Titen 2 - 28DO 14 0.148"x3-1/4" MGT 22 Q148'"x3"' -- 3965 F1:775 1 5/8" ATR F2: 525 VGTR or L i 5 8" ATR -- 2225 F 1: 650 16 1/4"x3" SDS F2: 630 VGTR/L 2 51W ATR -- 5545 F1: 650 32 1/4"x3" SDS F2: 630 VGT. 1 5 8"ATR -- 4940 F1:1185 16 1/4!'x3" 5D5 F2: 590 (2) VGT 2 5/8"ATR -- 71€35-2ply SM 3ply F1:1185 32 1/4 0" SDS F1590 DTT2Z 1_ 8 1/27ATIR 1/4"x3" Sim - _ 325-20min 2145- 2 2x4 rn in - HTT4 1 5/8" ATIR -- 3610 -- 18 0.148"x3-1/2" HTTS 1 5 9' ATR _ 4670 -- 26 Q148"x3" HTT5KT 1 5/87 ATR -_ 5445 - 26 SD#lOk2-1/2 ASU44Z 1 5/8" ATR 7570 19t10 -- 12 0.162"x3-1/2" ABLA66Z 1 5/8" ATR 205 2475 -- 12 0.162"x3-1/2" H2.5A 10 0.131"x2-1/2" _- 565 F1:110 F2110 H10A 18 0.148"x1-1/2" -- 1340 F1:565 F2: 285 H10A--2 18 0.148"xl-1/2- -- 1080 F1:680 F2:68D 60 HUC48 14 1/4"x2-3/4!'Titen 2 3500 1135 -- 6 a148"x3" WS26 4 0.1487x3T' 865 1165 -- 5PH4 12 0.148"x1-1/2"` -- Side: 640 -- Center :1M DTC dips 4 3/16"x2-3/4" Titen 2 -- Fl : 85 2 0.131"x2-1/2" F2:135 A35 12 0.131"xl-1/2" - F1:650 F2: 670* SD'WC1560D 1 SDIAAC15600 -- 615 F1:130 F2: 225 scow 501 1 1 SDWCZ450 -- 295 F2:150 C.OA.# ARCHITECTURE: AA26002802 C.OA.# ENGINEERING: 29349 Q THOMAS A. WEBER, PE 3 P.E. # 73242 FLORIDA o r BENJAMIN NIESE, PE P.E. # 86025 FLORIDA o 3/31121 DATE Alit !I �7 N No. CB CV o �� STAT lv�•`+ ORM cf a. C) CZ) 41 QQ 0 0 vJ V, O O ((\ Aa, a8 V rr O b� cn H to N � LM lkPulteGroup- V gT ra N Ni o 0 00 => Cc O N cj* � W � Q w 0 O PRODUCT MANAGER RELEASE PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHED NUMBER 2811.500 SHEET S4.2.1 OcDr 6tw