Loading...
HomeMy WebLinkAbout6470 Bradford Woods Drs ._ T I ALL. WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE' NATIONAL SLECTP117 CL?DE, 0,- AND THE CITYZ_�P YRHILL$ ORDINANCE ,TY 0F� 0,ATe ©L L-SZ _:NON � ������, rpu Ite %Ar U APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE — THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: —FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL —2014 NATIONAL ELECTRIC CODE —BUILDING TYPE: VB , „ 40 -O , „ 66 -0 LOT SPECIFIC AREA TABLE Sheet Number Sheet Title Description TOTAL G0.01 Cover Sheet GO.02 General Notes :CONDITIONED SPACE A1.11 A2.01 A2.02 1st Floor Plan Front Elevation & Details Side & Rear Elevations & Roof Plan CMU-BASE PLAN 1850 SF 1850 SF -CONDITIONED SPACE CMU-COVERED LANAI EXT. 154 SF CMU-FRONT PORCH FM1 OR C1 OR C01 21 SF CMU-GARAGE 438 SF E1.11 1st Floor Electrical Plan E1.12 P1.11 1st Floor Electrical Options 1st Floor Plumbing Plan SO.OA S1.1 A 613 SF 2463 SF S1.2A S2.OA S3.OA S3.06 CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 Elevation Choices Coastal (CO102) First Foor Mate Height 9 » —4 Plate Height Kitchen Layout Choices Layout 4 i Laundry Layout Choices Layout 1 Additional Hose Bib Location Rear Exterior irs oor Wall CMU Exterior Wall Both 2 Shower Choices Tub/Shower Combination Garage Handing Garage Right Garage Water Heater Choices Electric Water Heater Garage to House Entry Stepped Entry Garage Type Choices 2—Car Front Load Gathering oom Ueiling Tray Ceiling Owner's Bath Layout Choices Owner's Bath Layout 2 Owner's Suite Ceiling Choices Flat Ceiling Covered Lanai Extended Covered Patio Wind Speed Choices Wind Speed 140 High e ocI y Hurricane —one Non High Velocity Hurricane Configuration Choices Configuration B LOT SPECIFIED PLAN INFORMATION Customer Name Market Home *, 6871-04701 Address 6470 BRADFORD WOODS DRIVE ZEPHRYHILLS 133542 Community - 6871 JOAKS OF PASCO 6871-04701 ---- a CN CV o� Ct) r-+ 00 c� A� -N N v V 1� N � *PulteGroup- RELEASE DATE: XX %XX AXXX PROJECT SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHU NU ER 2811.500 SHEET G0,01 GENERAL NOTES — DO NOT SCALE DRAWINGS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS TERMITE PROTECTION — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT TIVI PulteGroup — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF TREATMENT — INSPECTION FOR TERMITES o PROVIDE 6' CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS ■ 4' CLEARANCE REQUIRED AT GARAGES AND PORCHES EXTERIOR — WATER RESISTANCE o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. ■ THIS IS NOT REQUIRED OVER CMU — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER R703.4 — EXTERIOR PLASTER o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND R703.7 — LATH o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 %" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 7/8' LONG, 16 GAGE STAPLES, SPACE NOT MORE THAN 6' INTO FRAMING MEMBERS o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. — SIDING o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — MASONRY o BRICK IS TO BE INSTALLED PER R703.8 o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 ROOFING — UNDERLAYMENT R905.1.1 o Unless otherwise noted underlayment for asphalt shingles, metal roof shingles, mineral —surfaced rol roofing, slate and slate —type shingles, wood shingles, wood shakes and metal roof panels shall conform to the applicable standards listed in this chapter. Underlayment materials required to comply with ASTM D226, D1970, D4869 and D6757 shall bear a label indicating compliance to the standard designation and, if applicable, type classification indicated in Table R905.1.1. Underlayment shall be applied and attached in accordance with Table R905.1.1. ■ Exception: A reinforced synthetic underlayment that is approved as an alternate to underlayment complying with ASTM D226 Type II and having a minimum tear strength in accordance with ASTM D1970 or ASTM D4533 of 20 pounds shall be permitted. This underlayment shall be installed and attached in accordance with the underlayment attachment methods of Table R905.1.1 for the applicable roof covering and slope, except metal cap nails shall be required where the ultimate design wind speed, equals or exceeds 150 mph. — FLASHING R903.2 o 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 R905.3.8 VENTILATION / ATTIC ACCESS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT VENTS ONLY PER R806.2 — MIN. NET FREE VENTILATION SHALL BE 1 /300 OF THE AREA OF VENTED SPACE WHEN USING A GENERAL NOTES COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING VENTILA11ON 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 22"x30" WITH 30' OF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE FIRE—RESISTANT CONSTRUCTION — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8' IN THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR A 20—MIN. FIRE —RATED DOOR — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — %" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE CEILING WITHOUT HABITABLE ROOMS ABOVE — 5/8" GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE — M" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS WINDOWS/DOORS — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND MIN. 20" D o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44' A.F.F. — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED PATH WITHOUT GOING THROUGH A GARAGE o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES o MIN. HEIGHT 78" o FINISHED FLOOR SHALL BE MAX. 1 1/2' BELOW TOP OF THRESHOLD o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o FIXED AND OPERABLE PANELS IN DOORS ■ GLAZING WITHIN 24' OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION ■ GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24' OF THE HINGE SIDE OF AN IN —SWING DOOR. o WINDOWS ■ GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: • WHEN EXPOSED AREA IS OVER 9 SF • BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. • THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; AND • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36' ABOVE THE PLANE OF THE WALKING SURFACE ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING o WET AREAS ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS LESS THAN 60' A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. ■ SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED WOOD — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD INSULATION — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY DRYWALL — %' SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS ACCESSIBILITY — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS REQUIREMENT. o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 POCKET DOOR SITE ADDRESS — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY GUARDS AND WINDOW FALL PROTECTION — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. — GUARDS SHALL BE MIN. 36" o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE OF THE STAIRS — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24' A.F.F. AND GREATER THAN 72' ABOVE FINISHED GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED STAIRS — MIN. CLEAR WIDTH 36" o HANDRAILS SHALL NOT PROJECT MORE THAN 4 %" ON EITHER SIDE OF THE STAIRWAY — MIN. HEADROOM 6'-8" — MAX. RISE 7-3/4" — MIN. TREAD DEPTH 10" — HANDRAILS 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 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH —EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS r� M 0 V7 IN,o Q � U� c� oA Cf N � *PulteGroup- r .. Cn 00 O N � Cn cli o C) � W o PRODUCT MANAGER RELEASE PROJECT TYPE Sinile Family 1111l31CT- 11 IrUT PLAN NAME Highgate NPC CHU NU ER 2811.500 SHEET GO.02 a O C'4 O N 2 C9 d O U r� Q VJ Q A a, W U� nas .o �r bb �-co N � lItPulte 0 o � M 0 9 7 O -� O O O PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx F SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHfM NU ER 2811.500 SHEET A1.11 -16 FRONT ELEVATION SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8' = 1'-O" ON 11 x17 PAPER) n / ." s'—on T.O. WDW BRACKET DETAIL SCALE: 1' = 1'-0' El [A t6� TYP. STUCCO BAND SCALE 1/2' = 1'-0' F B A T 1 2" N J4" TRIM DETAIL SCALE: 1/2" = 1'-0' +1 " CD CMU SILL DETAIL SCALE: 1/2' = V-0' FRIEZE BANDING DTL SCALE: 1/2' = 1'-0' SMOOTH PANEL SIDING 1'-4" 2' B&B 016" O.C. GABLE DETAIL SCALE 1/2' = 1'-0' 5/44' SMOOTH ]RIM MATERIAL 0 CV N S O V E oQ iO M 1 r4 45 00 0 Q L� A a, U N � lItPulteGroup- u PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Hi h ate NPC CH NU ER 2811.500 SHEET A2,01 3 0 a 0 0 0 W 0 k� W CV O Q 0 ROOF PLAN SCALE 1 /8" = 1'-O' (NOTE: SCALE 1/16' = 1'-O" ON 11 x17 PAPER) -----,------------------- L4------------------ OPT GWS PER-4 co -0 COMMTY SPEC �--------------- OPT. 4' BANNING SIDE ELEVATION SCALE 1/8' = 1'-0' (NOTE: SCALE 1/16' = 1'-O' ON 11x17 PAPER) -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SO. FT. SQ. IN. SQ. FT. SO. IN. 2463 354672 8.210 1182.240 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VEOF SQ. FT. SQ. IN. LIN. FT. 3.284 472.896 4 4.926 709.344 115 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 TRUSS RING 9'-4' 8 -0 T.O. WDW o �I I -cm 00 D � 0 -0 -9rTNM FLOOR T.O. WDW o � o' REAR ELEVATION SCALE 1/8' = 1'-O' (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) Fm fl -0 p o OPT. GRIDS PER OPT. 4' BANDING COMMUNITY SPEC -0 SIDE ELEVATION SCALE 1/8" = 1'-0' (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) oiL TRUSS RING 9'-4' 8 -0 T.O. WDW o I 00 I � JK 0i -0p INISH FLO 5 a 0 N O N F- S (C� O RE c'n M� M r� 45 M vJ � O O i4 A� � M N V co N � *PulteGroup- RELEASE PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Hi h ate NPC CHU NU ER 2811.500 SHEET A2,02 in L J i BEDROOM 2 FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) 11 ELECTRICAL SYMBOLS I 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) OCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD ►- D 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 nFq PROTECTED) OEP ELECTRIC PANEL ® SMOKE/CARBON Et METER MONOXIDE COMBO DISCONNECT DETECTOR (AFq PRaTEcTo) EMERGENCY LIGHT ® -OPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET ?AARRBPAGE DIISSPROTEC� SAL GFc,GARAGE ITMES DOOR BELL CHIMES DOOR 0 WIFI HOTSPOT G?O OPENER DATA/ MEDIA /SWP BOX DATA rn 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 J4 COPPER L-2" PVC CONDUIT 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 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS �I L — 11114 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE a 0 0 N S C.� a 0 U r� O 0 VJ N.o CN CN U,-4 0 as 0 qt N OWN as lItPultoGroup- coo w F-o U a � w � o W -� O ' o p w o w oun x � PRODUCT MANAGER RELEASE nAir. vv /vv /vvvv PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET E1.11 2 C' J � o Q O , , , 1 , , , , , , , 'IZ o; ' Ip W , ' 0 0 0 0 Alt ------------------- ' p a, ` cu I Z W H Q �- c� ------------------�_ ------- _ ----- 0 .0-,E L.L Q FIRST FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) W , m 2'-0" TYP. SPACING . STUD, TYP. 2x4 WOOD BLOCKING INSIDE METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE, TYP. 2,-0" END NAILS, TYP. WOOD BLOCKING STACKED BLOCKED METAL STUDS ' OF , :. STUD,METAL TYP. , ,�� BLOCKED METAL Zo � WOOD : METAL TRACK, .; :, PLATE., ,. PLATE 0 , %END NAILS, TYPood o OUTLET %, LOCATION 110V DUPLEX OUTLET L,..,-CHASE � � , 0s � ....0. tr 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING CAL .N.T.S. ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER (qffa RESISTANT) STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OWP/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) $ ff SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT _<>PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT - LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR CEP ELECTRIC PANEL (AFq PROTECTED) ® SMOKE/CARBON Et ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFq PROTECTED) EMERGENCY LIGHT ® THERMOSTAT -SPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ GARB RoDIDSAL CHIVES E5 DOOR BELL CHIMES :0 GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TVDATA MEDIA /SWP BOX 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 METER 150 AMP 42 CIRCUIT MAIN CIRCUIT BREAKER J4 COPPER L-2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC i 1-1/0 COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP O COMBINATON SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL ►rrn 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS L III III III III _I I II III II II; — 111J4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE u a RE N N h- S C� a 0 U co rM� W M 1'� 1� 0 U) 00000 A� ;.4;9 co t� N � ll&PulteGroup- cx:) PRODUCT MANAGER RELEASE PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Hanover NPC CHILD NUMBER 2811.500 SHEET THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY COVERED LANAI EXT, 2'-0• I i I HB _____________ OWNER' SUITE r � I I I I GATHERING ROOM I I o i M I 1 � CAFE I I N I L-------------� ------ 0 i, ZV O r-- 0. BATH 1 I I I 1 I I I I I 1 WIC f 0 O ---------------------1---- i °0 KITCHEN Zo 12'41 ____=; O ° ° O LAUNDRY BEDROOM 4 000 I 1 1 11 1 11 I 11 1 11 I 11 1 11 I 11 1 11 I II 1 II O I II 1 BEDROOM 2 NOTE: ALWAYS LOCATE .i DRYER TO RIGHT OF WASHER 11-1 ENTRY 101 5'-0' 3'-3' �� /� O BATH 2 FOYER 2 CAR GARAGE BEDROOM 3 N HB o , a o PORCH L a 0 N J, 0 N N FIRST FLOOR PLUMBING PLAN cn SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-0" ON 11 x17 PAPER) U a 0 0 CV c� a 0 C cn 00 cn 0 Ui � 0 o A� U oral Q) 0 >� C - N � OPulte Iu O O 00 Ri Q Q c � g O O w � x � un � PRODUCT MANAGER RELEASE bill fillililixf," Pulte PLAN NAME lHighgate NPC CHIM NU ER 2811.500 SHEET pi'll A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 6th EDITION (2017). WHERE MORE STRINGENT CODES ARE ADOPTED, THEY SHALL GOVERN THE WORK. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAINGS. 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 NTH THE ARCHITECTURAL DRAWINGS. MY 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-POSIIVENL06: 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 K 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 PSIF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 1110 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 STE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- OA8 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY 11 EXPOSURE V 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 WTHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO I SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY NTH ANY OTHER LIVE LOAD. DEFL.ECTION 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. z ALL ALL SHALL BE CLEM 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 NTH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. 4. FOOTING BACKFILL AND UINJTY TRENCH BACKALL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING ILL NOT BE PERMITTED. 5. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERIM WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6' AND SEA0. D. CONCRETE: 1. CONCRETE SHALL CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE* (ACI 318 LATEST EDITION) NTH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. 2. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. 3. PROTECTION COVER (QW) 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 CLEM c. FORMED CONCRETE NTH EARTH BACK ALL - 2 INCHES CLEAR & WWM USED IN SLAEIS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER � OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS 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 MICH MAY CONFLICT. 9. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, Aa 318 & ACI 33Z 10. SLABS ARE DESIGNED AS UNREINFORCED P N CONCRETE IMS ON GROUND. 11. ONE OF THE FOLLOWING METHODS OF CRACK CONTIROL 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 CONICRETE 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 WI.4xW1.4 VIM WIRE REINFORCEMENT FAWC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. ABER LENGTHS SHALL BE )r TO 2 X4 IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POO IN ACCORDANCE NTH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY NTH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE NTH ASTM C1116 MEN REQUESTED BY THE BUILDING OFFICIAL. E. MASONRY WALL CONSTRUCTION: 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TUS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. 2. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE I MASONRY " LINT STRENGTH OF 1,900 p� ON THE NET AREA (fm = 1,500 p�). UNITS SHALL BE NORMAL WEIGHT, 8* x 8' x 16', TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR 'M*. 4. COURSE GROUT SHALL CONFORM TO ASTM C476 NTH A MAXIMUM AGGREGATE SZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FLO NTH COURSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF e-O' U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL. UNLESS OTHEIW NOTED. 7. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 8. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 9. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE 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 M AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE CINT BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK 14 20' 3' 10* 15 25' 3-3/4' 10, 16 34' 4-1/2' 11, #7 42' 5-1/4' 13' C) C14 C) C14 PO 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 NTH THE DRAWNGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO BE. CLASS V. MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWSE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. 4. HELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE 5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS� DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 h 3/8' -3/8p 6=8 In 1/2� -1/2' _j I- 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 NTH THE 2015 EDITION OF THE NDS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (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 M SP NUMBER 2 OR BETTER 0 16' D.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS 0 24! D.C. MAX 5. LUMBER IN CONTACT NTH 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, ME AND PLY COUNT. b.) FOR 2A STUD WALL PROVIDE (1) 2A 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 )f TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8* D.C. FOR EACH, U.NO. & SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOVIN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN UEU OF MY 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 NAILS NTH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12' D.C. UNLESS NOTED OTHERWISED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 pd MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOO IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. Ii ALL FASTENING SHALL FOLLOW TABLE R602.Xl) 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 CONNIECTORS 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' D.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" (INCHES) D.C. MAX OR AS OTHERWISE NOTED. 4. FRAME WAI.LS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERIMSE NOTED. 5. ALIGN TRUSSES AND HMO FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITTON TO BRACING AND BLOCKJNG SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 I.B. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 1. ANCHORAGE: 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/27 DIA., EMBEDDED r. USE 10' LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER NTH ROLLED THREADS. 3'x3"xO.229' PLATE WASHERS ARE ASTM/ASME BI&22.1. 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC191 PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON STRONG -BOLT TPER FL PRODUCT APPROVAL P5731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON 'ITTEN HD*PER A. PRODUCT APPROVAL P5730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATION& 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 P5730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL P6230.1. SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIMPSON SET­XP- i 5. ANCHORS FOR INTEMOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS. a) POMB-ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF [CC -ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE. SIMPSON `POWDER -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 qTEN 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 SHALL BE: SIMPSON SPPER A. PRODUCT APPROVAL F5730.5. 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACIURER`S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL & PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTEF40R WALLS ARE AS FOLLOWS: a) 1/2' DIA. %M STRONG -BOLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND CEDGE DISTANCE b) 1/2' DIA. SIMPSCIN 'TITEN HD'W/ MIN. 3 Ile EMBEDMENT DEPTH AND I 3/4-EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED MOM AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9. PRE -APPROVED SUB11TUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS - a) 1/2' DIA. SIMIPSON 1ITEN 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-iNSTA1.0 ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 10. PLACE ANCHOR BOLTS AT 4* MIN AND 12" MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4* FROM CONCRETE EDGE, AND SPACED AT 24" O.C. MAX. 11. SILL PLATES SHALL BE TREATED WITH DiSODIUM OCTABORATE TETRAHYDRATE (DOIT) (NER 648) OR ANOTHER LOW CORROSIVE CHEWAL TREATMENT. 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERNSE. OBTAIN APPROVAL FROM 94UND FOR NOTCHES AND HOLES NOT DETAILED. 13. BOLT HOLES SHALL BE 1/16- MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. MISPLACED DOW! NOTE, THIS NOTE IS TO OMW ALTERNATIVES TO MITIGATE FOR CASTING 15 REBAR VERTICAL REINFORCING AT M INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A Y4 DIA. HOLE V DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36' LONG #5 REBAR NTH SIMPSON TYPE 'SET* EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE W41 IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12' LONG LAP NTH THE CONTINUOUS REBAR IN THE I BEAM. IF THE WALL HAS BEEN BUILT, PRIOR TO UNIEL 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 MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS. 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2--Y4 FROM ANY EDGE FOR V BOLTS AND 3-V FOR )C AND W4 BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5' MINIMUM AND THE SAME DIA. AS THE SPEcinED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24' TO 16'). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM V 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 MICH 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). MEN 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. t2 FOR BLOCK OVERHANGING THE SLAB BETWEEN )C AND I )�, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL t3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN I )f, CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR MEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEAMNG 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 NTH (12)-1/471-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE 02--f-SI)S3 WITH (12)-1/03'SDS SCREWS, WHERE of CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, X' MINIMUM EXTERIOR GRADE SOFFIT BOARD NTH A CEMENTMOUS 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 NTH R703.1. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS THE KAYCM VINYL SOFFIT IS INSTALLED IN ACCORDANCE NTH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY NTH R703.1 Roof Pressures Wall Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 j -34.4 14.8 -23.6 14.8 14.8 -60.6 25.8 -27.9 25.8 DESIGN PRESSURE CALCS ptlSotion Zone Width (ft) Height (ft) Effective Area (ft2) Positive Fre-ssure 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 S.2S 15.8 2S.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 1 -25.4 DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS ABBREVIATIONS: A. PLYWD = PLYWOOD B. OSB = ORIENTED STRAND BOARD C. NAILING: C.A. 8d COMMON NAIL C.B. 10d COMMON NAIL C.C. 12d COMMON NAIL C.D. 16d 0.135' x 3 1/2' GUN NAIL C.E. EN EDGE NAILING C.F. AN HELD NA1UNG C.G. SN SIDE NAILING C.H. BN BOUNDARY NAILING C.I. BF BOUNDARY FASTENING D. AB ANCHORBOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL 1. FND = FOUNDATION J. MAX = MAXIMUM K. MIN MINIMUM L O.C. ON CENTER M. SP SOUTHERN PINE N. SPF SPRUCE PINE FIR 0. TYP TYPICAL P. U.N.O. UNLESS NOTED OTHERWISE Q. I.L.O. IN LIEU OF R. w/ = WITH S. WD = WOOD T. EE = EACH END U. HDR = HEADER V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM SIMILAR Y. ATR ALL THREADED ROD Z. S.C. SAW CUTS AA. C.J. CONTRACTION JOINT AB. DEN DOUBLE EDGE NAIUNG AC. COL COLUMN AD. REIN REINFORCEMENT AE. PLT PLATE AF CANT. = CANTILEVER AG. SC = BUILT-UP STUD COLUMN AH. MANUF = MANUFACTURER C.OA.# ARCHITECTURE: AA26002802 C:� CN C�) c*4 c� C.) E (=) cz� L0 C co 00 C=> Ezz 0 45 c_q U 0 Lm III *PulteGroup- 4­0 W 0 0 U J PRODUCT MANAGER RELEASE nAw. VV /VV /VVVV C.OA.# ENGINEERING: PROJECT T)`PE 29349 Single Famfly 0 THOMAS A. WESER, PE P.E. # 73242 FLORIDA N BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E.#86025 FLORIDA 9/3/20 Nte DATE,,,,%%%1IIIjj PLAN NAME Highgate 4ti. NPC 00 NUEER 0. 28 111.500 1 SHEET R SO.1 (1) #5 REBAR w/ 25' LAP U.N.O. CMU COL. PER 8' C.M.U. FINISH PER ELEV. PLAN —0'-0" FINISH GRADE z MONOLITHIC FOUND. W/ (2) #4 DIA. RODS �• CONE ON CHAIRS 9' STARTER COURSE . 1-4' 0 2 ST Y ALT. CMU SEAT 0 -1V EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB SCALE: 1/2'=1'-O 3/4' RECESS IN SLAB 10 1 /2' FINISH FLOOR PAVERS OR SLAB PER SLOPE ' SPEC. :,—`. CONCRETE FOOTING PER PLAN PER PLAN MASONRY WALL CORNER ON SPREAD FTGWALL CORNER ON SPREAD FTG. �\� SCALE: 1/2`4-0 8' C.M.U. WALL FINISH 3/4' RECESS IN SLAB — PER ELEVATION FINISH FLOOR — SLOPE --- �— MONOLITHIC FOUND. w/(2) 14 DIA. RODS CONT. ON CHAIRS. -4' 0 2 STORY GARAGE DOOR RECESSED SILL SCALE: 1/2'=1'-0 RECESS WITH PAVERS RECESS WITH SLAB 2x AT 24"O.C. MAX 2x P.T. PULE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCX 016' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NALS 012' O.C. 2x P.T. PLATE SECURED TO SLAB w/ STEP PER PLAN 3' PONDER ACTUATED FASTENERS OR TAIM 0 IC O.C. OR (2) ROWS 12d SLOPE r•. .: • , • GUN VIALS 0 It QC. • •, j' START SLOPE HERE 2' n .. ,, ..t.. •• - iv o ,_ • CO fI R 1' —0" 6 1�2' (1) #4 ROD CONE ON 0' r6 1/2 CHAIRS LINO o� THICKENED SLAB 0 GARAGE (NON -BEARING) SCALE: 1 /2'=1'-0 PVC SLEEVE I'-4' 0 2 STORY F13 BEARING PENETRATION DETAIL SCALE: 1/2'=1'-0 z a w d m A 8' C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PENETRATING PIPE MONOLITHIC FOUND. w/(2) 14 DIA. RODS CONE ON CHAIRS PVC SLEEVE 30"x30'x12' CONC. FTG. w/ (3) 14 �— REBAR EA. WAY VEHICLE SIDE OF PEDESTAL 30' GAS WATER HEATER PEDESTAL SCALE 1/2'=1'-0 h REBAR 3' ON TOP & 10' ND 0 BOTTOM LOCATE PER ARCHITECTURAL MOM SCALE 1/Y=1'-0 CMU COL PER PLAN —15 REBAR #5 REBAR w/25' MIN LAP UA w/25' MIN LAP OIL-0'—O" SLOPE �o oo^ oo^ ¢ z ¢ z m CONCRETE FOOTING IF m PER PLAN PER PLAN iers�MASONRY WALL CORNER ON SPREAD FtG. (Concrete CORNER ON SPREAD FtG. (Concrete) 8' C.M.U. WALL FINISH PER ELEVATION MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONEE, ON CHAIRS. (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS POURED CURB FINISH GRADE }.• o Z _ —MONOLITHIC FOUND. w/(2) #4 DIA. RODS 11. '_D• L CONT. ON CHAIRS -- -------------1'-4'02STORY SCALE: 1/2'=1'-O SCALE 1/2'=1'-0 2-1/2" 0 IMPACT Z GROUT BED 000ORR D DOOR PER SPEC PAVERS PER SPEC PAVERS PER 3' n_ a - (THICKNESS VARIES) DOOR THRESHOLD n a_ SPEC (THICKNESS t VARIES) SLOPE - �.--. SLOPE 71 PER PLANJ4 ALT. BRICK 00 g �= THRESHOLD 100 ? 1C-0" FOUND. cl- j E MONOLITHIC MONOLITHIC FOUND. 1'-0" �.. . 1-4 . �� 0 2-STORY w/(2) 14 DIA. RODS w/(2) #4 DIA. RODS CONT ON CHAIRS 1'-4 0 2-STORY 12" SQUARE C.M. . COL PER PLAN w (2) 15 REBAR w/ 25" LAP LEI. 0 EACH FILLED CELL OOLp'4 SLOPE PAVERS OR SLAB PER SPEC. CONC. FOOTING PER PLAN . PER PLAN w3D MASONRY COL ON SPREAD FTG. scALE 1/2'4-0 DOOR PER SPEC DOOR THRESHOLDS ,PER PLAN CONT. ON CHAIRS ALT. FLUSH BRICK D(fERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DO( SCALE 1/2'=1'-0 SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 (1) #4 ROD CONE ON 2x AT 24'O.C. MAX CHAIRS TYPICAL 3 1/2' CONC. FINISH GRADE SLAB 1/2' G.W.B. EA SIDE t SLOPE,. THICKENED SLAB EDGE SCALE: 1/2'=1'-0 8' C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP•) (1) #4 REINFORCMENT 4° SEE FOUNDATION PLAN 4' BAR CONE a. CONC. PER SCHEDULE U-1 n_ SLOPE TO DRAIN MONOLITHIC FOUND. ` s W/ (2) iT DIA. J RODS CONT. ON `� -�:r : '`i' ':.:'� ':�:'�'.'�,��•= ••'.'' CHAIRS F26 SHOWER RECESS SCALE 1/2'=1'-0 PAVERS TYP. ' \�__(1) #4 BAR CONE COMPACTED FILL PAVER AT CONCRETE GRADE BEAM PER PLAN MONOLITHIC FOUND. W/ (2) #4 DIA. RODS j'-0" L CONT. ON CHAIRS 1'-47 0 2 Ay CORNER BAR WITH 25' VERTICAL DOWEL :' �� :.:• 7j MIN. LAP SPLICE EACH SIDE. SAME SIZE AS AS REQb IN •' CONE FOOTING STEEL ; .::; ' ': }... NUMBER OF CORNER ALTERNATE TO CORNER SPLICE PROVIDE CONT. : ; ; BARS EQUALS NUMBER STEEL ROW. BARS BENT ` �:; ; ` ..-- r •'' !:'• OF CONE BARS AT CORNERS TO COMPLY'' _:; �•� -' •''' WITH THE INTENT OF THE '.. . �: �'-�':;-:'. ;• •``;•'' ' BUILDING CODE. N UMBER OF REBAR 25' MIN. PER PLAN LAP SPLICE F12 REINF. PLACEMENT AT FTG. CORNERS SCALE: 1/2'4-0 C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29U9 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 9/3/20 DATE``iltii !N r STATE RIO ro AL. O 1 41 00 0 VJ O A� ;-48 0) aMN N Q U !r C� N ro *PulteGroup- 441 o O �i o p � Q ' 4 4:3 � o I­4 O 0 PRODUCT MANAGER RELEASE DATE: PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CH NU ER 2811.500 SHEET SLO '1A71r S1.0 'G i M � 00 I CID FOUNDATION PLAN SCALE: 1/4'=1'-O" 10'-8" '-0" 8'-8" 24"x24"x12" CONC. FTG. w/ S1.0 #4 BARS 6" O.C. EA WAY 4 1 W/ OPT. SCREEN (SCREEN ENCLOSURE ENCLOSURE( .-. F11 F11 __. 2'-7" 8' 10'-2" 8" 4'-51/2' " 7'-0" 8" S-11/2' S1.0 S1.0 VERIFY M.O. VERIFY M.O. ----- -- —� 14 o---- of o • _ F01 S1.0 F01 _ S1.0 -- • 1'-21/2" 11 co I 2' 1 /2" I N N " VERIFY M. N " 1 •a WNW lei• CJ F TFO7 CJ 3'-01/2" 9' I S1.0 .I �• , I " 1 I -5 1 2 I• • CJ F26 I I S1.0 o I I • I I• I I .. F01 S1.0 I I I • • I CJ CJ 1 • S1.0 I • I REFER TO ARCHITECTURE FOR ACTUAL WALL LOCATION S1.0 CJ I I M SLOPE STARTS . I HERE • I II F31 2 '-10" S1.0 LOCATION PER VARIES ARCHITECTURE I • O" -uf) CJ • i I I oo I .. S1.0 o WI _ O • S1.0 II 11 Op . I � • CJ I F01 S1.0 d- 15 N VERIFY " �' M.O. 5 3'-4" S1.0 CJ Fos .� S1.0 I .d- J L_ o I L J ___S1. • •• -1 - •• • a"•• • • VERIFY M.O. VERIFY M.O. 21-111/2" [8" 7'-0" 8' 2'-111/2" 4'-3" 1'4 8" 16'-8' 8" 1'-9" 14'-3" 21'-6" 40'-0' ww 7 I to LEGEND SYMBOLS ❑• 8x8 FILLED CELL W/ 15 REBAR • 2 8x8 FILLED CELL W/ (2)15 REBAR 0 INSIDE FACE QO 8x8 FILLED CELL W/ NO REBAR REQUIRED 45' CMU - FILL CELLS W/ P REBAR 12xi2 FILLED CELL W/ (4)-15 REBAR ELEVATION INDICATOR - ELEVATION NOTED IS Y RELATIVE TO FINISH FLOOR DATUM = 0'-0' DETAIL WDICATOR XX FLOOR SLAB NOTES: 3 1/2' 2,500 PSI CONCRETE SLAB ON 6ML 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 o� t'J � 00 O 0 VJ � C A� c U �as .o Pic$ r�l N � lItPulteGroup- PRODUCT MANAGER IRELEASE I DATE: XX /XX /XXXX C.OA.# ENGINEERING: PROJECT TYPE 29349 Single Famil ClTHOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pt lte 9/3/20 DATE %%J1{1111!/ PLAN NAME • Highgate ;����. .� NPC CH NU ER 60 2811.500 Ertl STATE • SHEET .► F ,.• ���� Ile/. ` sil WALL BASE PLAN SCALE: 1 /4'4-0" .-i d 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. 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 REBAR AT r I BOTTOM OF LINTEL CAWY LQUANTITY OF #5 REBAR AT TOP rNOMIL11B/1T INAL HEIGHT WIDTH 15 REBAR AT TOP MIN. (1) REQ'D :;o a 1-1/2• MAR CMU 0D 2 GROUT ^ 15 REBAR AT BOTTOM OF LINTEL CAVITY L 7-5X L BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARES) S' NOMINAL WIDTH LEGEND DETAIL INDICATOR ® UNTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENING SIZE LEADER REMARKS UP TO S-4' DOUBLE 2x6 ------- S-5' - 6'-0' DOUBLE 2x8 ------- 6'-1' - 9-6' DOUBLE 2x10 2 JACK STUDS, EACH END. 8'-r - 12'-6' DOUBLE 202 2 JACK STUDS, EACH END. #5 REBAR IN VERTICAL GROUT FILLED CELL t ROUGH ❑PENING BELOW PRECAST LINTELS FILLED WITH GROUT MITER LINTELS BY FIELD CUTTING #5 CORNER DOWELS INSIDE AND ❑UTSIDE OF VERTICAL #5 BAR AS SHOWN 90 CORNER DETAIL w/ COLUMN BELOW KTS C.OA.# ARCHITECTURE: AA26002802 M t'J � 00 M � rV O 0 J+ � O O 00 A� v U • •O •a N as *PultoGroup- PRODUCT MANAGER I RELEASE I DATE: xx/xx/xxxx C.OA.# ENGINEERING: PROJECT TYPE 29349 Single Famfl 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICA11ON LEVEL P.E. # 86026 FLORIDA 9/3/20 Pulte DATE 0%%%lif11t/ , PLAN NAME .�►'- Highgate ;����.. NPC Cl NU ER 0• 2811.500 SHEET STAT 4kf S2,1 ��r���MAL ���� 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" MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS & PROVIDE SOLID BLOCI(ING FROM ALL BEAMS do 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) SOWC15600 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 $M CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY, THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WESER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 9/3/20 DATE, t%lilt No.8S0 • ATE OF �&i10/1 /1 iil 1 i 1 111��t Lc� 0 co � e--1 ^' W 00 M 0 VJ00 � O O A� Cr �j VV-4 N � *PulteGroufr sue_ T a N v O 0 Z O v -cu cz O � � w O o O x P4 PRODUCT MANAGER RELEASE PROJECT TYPE I Sinele Family 11CP11ILY-11 Pulte PLAN NAME Highgate NPC CHU WEER 2811.500 SHEET SID CONTINUOUS STRUCTURAL SHEATHING 17. TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING DETAIL AT RAISED HEEL SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 2'-0* O.C. MAX. 777 0 7CMAX. TRUSS ANCHOR PER PLM--------,- FASCIA SEE ARCH. DRAWINGS BOND BEAM PER PLAN F== 15 F= C ,,e-2x BLOCKING AT �; --4- 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 SPECIFIC TRUSS PROFILE WHEN 9-1/4' < "D' < 15-1/4'. INFORMATION. (i.e. HEEL SOLID 2x BLOCKING BETWEEN HEIGHTS, SLOPE, OVERHANGS). TRUSSES ATTACHED TO TOP PLATES w/ 8d NAILS 0 6' D.C. ALONG LENGTH OF BRACED WALL PANELS r r DAI WOF TRUSS ON MASONRY I IV I 1U.S. STRUCTURAL SHEATHING PER KAN 20 LADDER FRAMING AT 2e O.C. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" D.C. CONT. 20 w/ (2) 12d NAILS 1. AT VERTICALS S-15" TO 6'-6' USE ONE 20 T BACK.—\ 2. AT VERTICALS OVER 6'-6* TO 8'-4! USE (2) 20 T BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4* TO IS-O' USE ONE 20 TZ 17 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 wl (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 17 BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. PER PLAN 2x4 OUTLOOKER PER DRAWINGS ;;-2x BLOCKING BETWEEN TRUSSES W/ 2x6 FASCIA (3) 8d INTO SUPPORT 0 EA END TO ADJACENT TRUSS OR TO TOP PLAIS _--SHEATHING PER PLAN lx6 wA3) 8d 0 EA. OUTLOOKER *"�TRU OCATION OF BRACING AT SS SCREW THRU VAULTED TRUSS. TOP PLATES TO TRUSS DETAIL AT RAISED HEEL A TRUSS SCREW NOTE- PER PLAN CONTINUOUS BRACING TRUSS MANU-. 'rwT REFER TO ARCHITECTURAL DRAWINGS SHEATHING PER PLAN AND/ OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). FRAMING PER PLAN QTRUSS SCREW THRU TOP PLATES TO TRUSS Q)TRUISS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL ROOF TRUSS ON FRAME R02 au 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END wl (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6* O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 OIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48' O.C. @APPROX. 45-DEG ANGLE SPLICE DETAIL FOR DIAGONAL � LAP NTH 'r LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 e D.C. (2) SIMPSON A23 w/ (8) 10d x 11-1/2' (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SHEATHING PER PLAN SIDE NAIL ALL mL7 BACKS AND STRONGBACKS w/ 12d's AT 6' O.C. NOTCH V BACKS AT TOP AND BOTTOM. PROVID ANCHOR BOLTS AT �-O* D.C. MAX. w/2'x2' PL E CONT. 2x8 P.T. PLATE wl 1/2' 0 x 10" STRUCTURAL SHEATHING cmu WASHERS AND 7' EMBEDMENT. SEE PLAN FOR ATTACHMENT 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" D.C. CONDITION, SEE PLAN AND DETAIL CONT. 2x4 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILM CONTINUOUS BRACE) NAILED TO DIAG. w/ 1 Od GUN 0 TOP STRUCTURAL NAILS 0 Ir O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48' MIN MEMBER LENGTH), BRACED FOR ATTACHMENT!� REQUIRED TO BE CONTINUOUS OVER DIAG. BRACE SPLICE SHOWN FIELD NAILING PER PLAN 2x4 BLOCKING AT 48' D.C. 3 T� TRUSS BAYS FRAMING 2x6 NAILED 0 BOTTOM WOOD PER KAN GABLE EM DIAGONAL BRACE TYPICAL ME GABLE END TRUSS BRACING DETAIL rR09 XTS GABLE END (8) 10d NAILS EACH ENGINEERED WOOD ROOF TRUSS AT 24' D.C. MAX CMU WALL (4) 1/4' 0 c 2-1/4' MASONRY SXWS AT EACH STRAP. (1) SIMPSON HTSM16 (OR APPROVED EQUAL) CONDTIONS OF USE: AT EACH MISSED QUANTITY OF MISSED STRAPS DOES NOT EXCEED AVE (5) CONSECUTIVE LOCATIONS. LOCATION. 1. CD 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UIPLIFT. 3. NOT ACCEPTABLE ON MULTI -PLY TW APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS STRAP REPAIR R13 = "M CMU Wa CME00N) ox, 10% HOUSE WIDTH GABLE END BOSTON HIP 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS OR - PER PLAN 2x4 BETWEEN EA. OUTLOOKER wA2) 10d TOENAILS SHEATHING PER PLAN. GABLE TRUSS PER PLAN SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. 2x4 BLOCKING AT 2'-Ow O.C. w/ (2) 12d TOE NAILS EDIMENT BLOCKING GABLE EACH END TO TRUSS —SHEATHING PER PLAN -VALLEY SET TRUSSES AT 24' D.C. -ROOF SHEATHING VALLEY SET TRUSSES VALLEY SET TRUSSES BOND BEAM PER PLAN AND SCHEDULE — META16 AT BLOCKI NG w/l/4* �'-�AT 24' D.C. ROOF SHEATHING 24' O.C. ROOF SHEATHING 8' CMU WALL SEE PLAN MAX. GAP FROM TOP OF WALL TO BOTr. OF BLOCKING -MIN. 9' LONG 20 GA. PER PLAN PER PLAN FOR VERT. REINF. FLAT STRAP w/ (8) 10d WALL BRACING AT NON -BEARING EXTERIOR WALL -SHEATHING PER OR- EATHING PER OR- SHEATHING PER 1-1��PLAN. R007 PLAN. P1 AN m T 2x4 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW w/ (3) 10d EACH END. DnQ),VALLEY SET OVER FRAME I lvV Im *X* 10% HOUSE WIDTH RIDGE GABLE END >< GABLE 'X' 10% OF HOUSE WIDTH 3 — 7 2 >< 0 < 0 HP 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 mX" 10% HOUSE WIDTH *x" "X" TILE 15/32' SPAN RATED PLYWOOD OR OSB PANEL EDGES @SUPPORTS (1) 6' D.C. 6" O.C. 4' O.C. ELD (1) 6' D.C. 6' O.C. 6' O.C. METAL 1513r SPAN RATED PLYWOOD w/24 GA. 19/32* SPAN RATED PLYWOOD w/26 GA. 17 NOTES. -TYPICAL 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 107. OF TOTAL HOUSE WIDTH, DIMENSION 'Y' OFFSET FROM ROOF EDGE. 30' WDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE -- 'ROOF SHEATHING ATTACHMENT DIAGRAM Rll ALM 24 LNM FRAMING AT 24' O.C. RE0 AT OVERHMGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 2e O.C. CONT. 2x6 w/ (2) 12d NAILS --\ STRUCTURAL SHEATHING PER PLAN 2K BLOCKING BETWO Ek TRUSS MEMBER OR TRUSS VAR 2x LBO w/2-1 Od 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING 2A BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' D.C. w/ MINIMUM 8d NAILS. BLOCK 8'-Cr BACK FROM GABLE TRUSS. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32' MAX SPACING -*--IF 00 IS LESS THAN �-O' USE 2x4 -I! BACK, IF LENGTH IS WATER THEN �-O` USE (2) 20 '1! BACKS. NAIL 'I! BACKS w/12d 0 12-O.C.(NOTDiED 0 TOP w/2-12d TOENAILS 'I! BACK-DMD 6' PAST LOO ROOF SIGTHING SHEATHING PER PLAN­-J PARTIAL GABLE END TRUSS DETAIL RvcV jw PARTIAL GABLE STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24� D.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD wl (2)-16d NAILS AT 24! D.C. CONT. 2A w/ (2) 12d NAILS STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT �-O' O.C. MAX. TRUSS ANCHOR M A X. 7—\ SEE CONN. CHART BOND BEAM PER P N� FASCIA SEE ARCH. DRAWINGS 2x4 PURUN 0 EA VALLEY TRUSS. NAIL TO COMMON TRUSS wA3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN w/ 10d GUN NAIL 0 8' D.C. 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 68 D.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL 3 SHEATHING. 3 1. AT VERTICALS 3'-6- TO 6'-6- USE ONE 20 V BACK. 2. AT VERTICALS OVER 6'-6- TO 8'-4- USE (2) 2x4 17 BACKS (I EA. SIDE) (OR FRAME PER CASE 3 BELOW). �2x TG. 3. AT VERTICALS OVER e-4' TO 13'-0' USE ONE 2x4 V BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING PER CMU WALL OR LINTEL, SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO PLAN SEE PLAN FOR THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED H2.5A OR ONE USP RT5 CONNECTOR. MASONRY TO EACH V BACK NTH (2) 12d's AND ONE SIMPSON SIDE NAIL ALL "I! BACKS AND STRONGBACKS w/ 12d's AT 6' D.C. NOTCH 17 BACKS AT TOP AND BOTTOM. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS TO BLOCKING AND TO THE V BACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND THE REMAINDER AT 48* D.C. DIAGONALS OVER 8'-0' MUST HAVE AN ADDITIONAL *To BRACE ATTACHED TO THE NARROW EDGE w/ /12d's AT 6' D.C.. "T* BRACE LENGTH TO BE THE DIAGONACS LENGTH MINUS 12� FROM EACH END. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN WOOD UTCH HIP GABLE TRUSS BRACING DETAIL R09B STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24' O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN AND SCHEDULE SHEATHING PER PLAN �B�ING W A �LL �BR A 01 N �GAUE A R� W A L4 R08B PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24! O.C. lx4 FURRING AT SHEATHING PER ARCH MAX. 16' D.C. w/ INSTALLED PER MANUF. (3)10d AT EA TRUSS EffERIOR CEILING FURRING ('Sol SCALL N.T.S. C.OJL# ARCHITECTURE: AA26002802 C.OA.# ENGINEERING: 29U9 rl THOMAS A. WEBER, PE P.E. # 73242 FLORIDA N BENJAMIN NI ESE, PE P.E.#86025 FLORIDA 9/3/20 DATE -% .86 wz: N -Z STATE �zl % Ill/Iit it CD C14 CD C14 1-= sD- 95 C-> 0 co Q) 0 CD 00 N (ON U Q) as -cl "Id 0 . liPulteGroup- v If I ozz ME 1010 cel) 60 %%0 -1c 1� R4) 0 U.) P-4 cis -1c M C)f--4 0 PRODUCT MANAGER-----] RELEASE DATE: xx Ax Am IPROJECT TYPE Sinoe Famfly SPECIFICATION LEVEL Ptflte 1PLAN NAME Highgate NPC WED NU 2811.5m SHEET S41 f 0 0 0 a 0 0 0 0 6 a 0 0 NOTE: PROVIDE BLOCKING AT ALL o - SHEATHING EDGES. 0 2 2 2 2 0 0 0 0 0 0 a a 0 a a 0 1 0 0 1 0 0 0 . 0 o 0 0 AIL SPACING AT 0 0 o 0 0 //---N 12' IN 0 0 o REM 0 0 0 0 0 0 a a 0 0 a 0 0 .1 o o I 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 1/2S 1/2' DOUBLE NAIL EDGE SPACIN( NAILING__� �N --2x4 BLOMG SHEATHING S1110E-SAME THICKNESS AND STUD SPACING PER PI A UCTURAL SHEATHINGJ PER PLAN STRENGTH MS ORENTATION AS WALL ROW TYPICAL SHEATHING DETAIL wo, TOP PLATE CONNECTOR: (2) SDWC15600 SCREWS 0 EA STUD DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2X P.T. SOLE PLATE w/ 1/2" DIAM. ANCHOR BOLTS (10 + 2) AT 32' O.C. MAX. w/7' EMBEDMENT OR 5/8' DIA, EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN. OR 1/2' DIA EXP. BOLTS AT 24" O.C. W 1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB w/ 30 PLATE WASHERS W10 ,4 STUDS AT 16' O.C. EATHING PER PLAN TOM PLATE CONNECTOR: SDWC15450 SCREWS 0 EA STUD REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL w/UPLIFT EXTERIOR GABLE END SHEATHING 90THING 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. SHEATH NG I W02�GABLE END SHEATHING DETAIL INT FINISH WOOD BUCK ATTACHMENT. Ix WOOD 1x_ CUSTOM PT BUCK TO MASONRY. IX PT BUCK MATCH FRAME WIDTH, ATTACH wrT* NAILS 04' FROM ENDS AND 12' O.C. REMAINDER. ATTACH WINDO THRU BUCK INTO MASONRY PER FLORIDA PRODUCT DaERIOR CONC.WALL APPROVAL ALILKNAIL: ATTACH WINDOW PER 2x- OR GREATER BUCK TO MASONRY FLORIDA PRODUCT WAGE DOOR AND APPROVAL BUILT-UP THICKNESS <2 1/4' TRACK INSTALLED PER SILICONE SEALANT = 1/4"00" TAPCONS 04" FROM ENDS MANUFACTURERS FINISH PER ELEAVATION AND 12' O.C. REMAINDER. SPECIFICATIONS. w/1 1/4' EMBEDMENT STRAP INSIDE FACE OF WALL PER W10 WHEN TRUSS STRAPS INSTALLED ON INSIDE (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" D.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" D.C. EDGE NAIL SHEATHING PER PLAN .4 Z2x6 WOOD BUCK MCHORED TO CMU w/ 1/2-x6' 'L" BOLTS OR 5 8"A' SIMPSON TITEN HD�S w 2' WASHERS AT 24" D.C. AT CMU OLLS USE 2x P.1 ATTACIIED TO BLOCK OR WITHIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF lled LINTEL NTH POWN NO FOENERS AT It O.C. MASONRY SCREWS 0 12* O.C. STAGGER ROWS 6' FASTENERS TO BE 111f DUL MIN. AND WEDDED 3/4! MIN. T-16' MAI GAP C HWM E K �D I L FRAME M BUCK M MASONRY W14 YM I C �AL A I NKD 0 W AT T V E TM I L� MNMUM SIFA CAPACITY TO BE 150f 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 SPLICED 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. ADDIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS REQUIREMENTS PER PLAN. (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.0 - CENTER ON BOTTOM AT 3' O.C. ALL AROUND HEADER OPENING CONNECT WALLS PER W10 DETAIL@ - INTERIOR NON -SHEATHED WALLS DOUBLE SILL AS REQ ' FOR SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. SHEATHING PER PLAN 0 EXTERIOR — WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) (1) SP4 TO KING & JACK STUD U.N.O. EDGE NAIL SHEATHING PER PLAN — L1 I I NOTE: FOR EXTERIOR BEARING WALLS ONLY 1AInaVYPICAL FRAMED BEARING WALL I I v v INITA INT FINISH WOOD BUCK ATTACHMENT- 2x- OR GREATER BUCK TO MASONRY 1x WOOD BUILT-UP THICKNESS <2 1/4 2x PT BUCK 1/40' TAPCONS 04" FROM ENDS AND 12n O.C. REMAINDER. w/1 1/4' EMBEDMENT ALTERNATE: ACH DOOR PER RIDA PRODUCT IROVAL Y MOULD SH PER ELEAVATION 0"_ TYP W 15 VC A MD 00 RA DT A MH WE N 4TD �ET Aft L EBAR, CONT. IN I BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. EBAR VERTICAL IN HUB CELLS, PLAN). EBAR VERTICAL ED 25" MIN. U.N.O. CLEAN OUT AT ALL D CELLS. FOUNDATION PLAN DETAILS FOR FOOTING -ORCING. IV LAV kill 1%,Mj W19 IYP�ICAL FI.LLE.DC.ELL.DETAIL TOE MIS AT EO DO. DMIOR CffiC.WAL1_ 4 STRUCTM 9DW REWRED AT 2 SIDES IN 20 F4Uw/ f KA4&W LL / Ile DRIVE-IN MCHOR-,,, Ad ROM AND DOORS AND AT ENIRIES N`IHOUT BMREL FRAWK SHUTH OUTSIDE CNUY *0 a BETWEEN BLOCKS. BLOCK AS RE007AT EM S A HAM FRW IS USED. FASTENER LWATIONS. GMAGE M AND TRACK, INSTALLED PER _1�11 MANUFACTURERS 74 A Ix P.T. %1M SPECIFICATIONS. N I&M., ALTffMIE ARCH TOP 4)U MWOR CiWW MAY OCCUR AMM TO 1MVIDUAL WMG. 'NU IF RM OR DOOR IS INSTALLED IN WEIK SEE 1/2' x 2 1/4' HILTI SLEEVE ANCHOR OR EQUAL WST MIN. INDW AND DOOR ATTACHIIENT DETAV FOR WSTALLAIN 11/2' EMBED INTO MASONRY. (1) PER BRACKET DUAIL *IERE UM FOENER DOES NOT HAW 2x BACKK THE I- r/ FRAME M MASONRY FASIM MUST DaW MUM Ix SHM INTO BASE MATEIK TE ARCH TOP PER H KWACTURER% PUBLISIG RECDWMENDATVfi YPICAL GARAGE DOOR ATTACHMENT DETAIL W13 ARCH FRAMING DETAIL W I W16 6TLY LU All r4 SDS SM 0 16' O.C. STAGOM EO SIDE OF POST (RESULING IN Ir O.0 MW PER PLM OOAL SPACING) 4-PLY. )f x S' SCIS SCREIIS 5-PLr r4 x V SDS SUM 6-PLY- JIC x I? SCIS SUM 7-KY- r4 x T SCIS SCREIIS OR EM. (TOP, LE AND BOTM) Is 0 r O.Q (2) 10d WS 0 Ir O.C. (EO PL� WWI MEW ALTERMTE WERIOD �STIJD PACK DETAIL FOR (4) PLY OR MORE STUD MWIS 2x MGLE AS REQUIRED w/ (2) 10d 15 REBAR w/ A.C.I. STANDARD HOOK AT Ir KNOCK OUT BLOCK w/ TOP. LAP PER GENERAL NOTES. --A #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. �TEPPED BOND BEAM OVER LINTEL W18 Im TRUSS BOTTOM CHORD PER MANUF. 0 24' O.C. EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM OFHEADER PER PLAN HEADER PER PLAN, (2) PLY MIN, ADD JACKAING STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL AS REQ. FOR SHUTTER ATTACHMENT EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 30 O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT — Li _j J_ - - - - - - NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEA-MING PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMP I LED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT"S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING TYPE A 8" LINTEL 8" TYPE B 8" TYPE C 12"TYPEB 12" TYPE C 14"TYPEB** 14" TYPE C** 16"TYPES 16" TYPE C 20" TYPE B 20" TYPE C 24" TYPE B 24" TYPE C 28" TYPE 0 281, TYPE C 32" TYPE B 32" TYPE C 2-10- 1161 2231 3069 3719 3280 S163 6607 8054 SISC12 10000 3069 4605 5206 6113 7547 8974 10000 10" 316" 2'2" 1 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 4' 0" 2' 8!' 1783 2561 2751 32W 3820 4890 5961 7034 8107 2561 4605 5206 6113 7547 8974 10000 10000 4! 6" 3' 2" 1343 1969 2110 2992 n3l 3756 4576 54M 6224 1969 4375 5206 6113 7019 8672 10000 10000 4! 8 314! 1217 1349 1438 1716 1999 2560 3132 3686 4249 1M9 3090 4567 5365 4766 5817 7074 8203 5-4" 41 (Y' 1006 1349 14M 1716 19N 25W 3132 3686 4rA9 1349 3090 4567 5365 4766 5817 7074 8203 5.101, 4' 6' 860 1105 1173 1600 1631 2090 2549 30019 3470 1105 2622 4242 4360 3942 4889 5817 6662 6! 6" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 7' 611 61 2" 570 991 1729 2108 2632 2-205 2698 3191 3685 991 1729 2109 2632 3898 5661 4742 5501 ON' 7' Y' 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9'4" 81 ul 416 699 1160 N/A 1625 2564 3486 2818 3W2 699 1245 N/A 1843 2564 3486 2964 3387 ILY 6" 912" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 11'4" 10,01, 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12' 0" 10.81, 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1694 2193 2805 3552 12'6" 111 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 1 471 755 N/A 1075 1428 1838 2316 2535 471 75S N/A 1075 1428 1838 2316 2883 1N of, 1218" 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 793* 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* 1 1997* 19'4" 18-0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 420* N/A 750* 960* 1177* 1415* 1676* 20'0" 18'8" N/A I N/A N/A N/A N/A N/A N/A N/A N/A I N/A 340* N/A _� 598* 1 845* 1114* 1345* 1468* PRESTRESSED ** 8" W/2" RECESS U-UNTELS Type A Unfi lled no Rebar, Type B Continuous Grout, Steel per Plan in Bond Beam Only; Type C Continous Grout, Steel per plan in Annd Roarn R, I i nts-1 C.OA.* ARCHITECTURE: AA260028M C-OA.# ENGINEERING: 29U9 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA E BENJAMIN NIESE, PE P.E.#86025 FLORIDA 9/3/20 DATE ox ATE 0 I CD c"I C:) C=� C co T__4 79 "o U 9 8 bb .2 ?NNNNNi CO j *PulteGroup- ED, I CD as, r CC3 M 00 Qj r %4 4:1 ;_4 0 0 co FPR=DUCT MANAGER - - - - RELEASE DATE: xx/xx/xxxx PROJECT TYPE SPECIFICATION LEVEL Pulte PLAN NAME ate] Hiahgate NPC CHTD NUMEER 12811.500 SHEET S4,2 too 0 • r r