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HomeMy WebLinkAbout6447 Bradford Woods Dr (2)ODESFLORID SI WORK sHALL �NQ 00 Q`�—FLORIDA CODES AI ZEPM-1 REVIEW DATE 2 CITY OF ZEPHYRHILLS PLAN EXAMINER M a -am 0 1 pu Ite G r U p APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE 40,_0„ 67�_2» —THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: BUILDING CODE 6TH EDITION (2017) RESIDENTIAL —2014 NATIONAL ELECTRIC CODE —BUILDING TYPE: VB LOT SPECIFIC AREA TABLE f IlSheet Number Sheet Title Description TOTAL G0.01 Cover Sheet :CONDITIONED SPACE GO.02 General Notes CMU—BASE PLAN 1662 SF A1.11 1st Floor Plan CMU—ELEVATION FM2 34 SF A2.01 Front Elevation & Details 1696 SF A2.02 Side & Rear Elevations & Roof Plan :NON -CONDITIONED SPACE CMU—COVERED LANAI EXT. 199 SF CMU—FRONT PORCH FM1 OR C1 OR C01 OR FM2 OR C2 25 SF E1.11 1st Floor Electrical Plan E1.12 P1.11 1st Floor Electrical Options 1st Floor Plumbing Plan CMU—GARAGE 463 SF 687 SF 2383 SF CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 LOT SPECIFIED PLAN INFORMATION Customer Name C e d a r Address Community OAKS OF PASCOE ---- 057/01 ---- c5 N F-- 0 U o� 0 co o o QLr) CU VC) cn N � *PulteGroup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Me PLAN NAME Cedar NPC CHILD NUMBER 2810.520 SHEET GO.01 3 0 Z v W Q) CD Fn 0 0 E 0 N E 0 0 a 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 a -do 0 a m PulteGr U TM — 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 1h" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 7/8" LONG, 16 GAGE STAPLES, SPACE NOT MORE THAN 6" INTO FRAMING MEMBERS o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. — SIDING o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — MASONRY o BRICK IS TO BE INSTALLED PER R703.8 o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 ROOFING — UNDERLAYMENT R905.1.1 o Unless otherwise noted underlayment for asphalt shingles, metal roof shingles, mineral —surfaced roll roofing, slate and slate —type shingles, wood shingles, wood shakes and metal roof panels shall conform to the applicable standards listed in this chapter. Underlayment materials required to comply with ASTM D226, D1970, D4869 and D6757 shall bear a label indicating compliance to the standard designation and, if applicable, type classification indicated in Table R905.1.1. Underlayment shall be applied and attached in accordance with Table R905.1.1. ■ Exception: A reinforced synthetic underlayment that is approved as an alternate to 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 COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 GENERAL NOTES 0 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 22"x3O" 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 — 1h' 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 — %" 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 0 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 0 O M0 M�� W M 0 U0 0 00 Q � G� a` U� �0 0 c� ab .2 ov N a� ArPulteGroup- _J PRODUCT MANAGER RELEASE nATC. vv /vv /VVVV PROJECT TYPE Single Family SPECIFICATION LEVEL I Me PLAN NAME Cedar NPC CHILD NUMBER 2810.520 SHEET GO,02 rn 3 7v v a `0 Lo L `m cn N E w v 0 O J d FIRST FLOOR PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) AN-O" TRIM BOARD MDF. SHELVES, ER INTO SIDES -" MDF. BOARD MDF. BOARD E(S) 1X6 TRIM COAT HOC 10 TRIM BEAD BOA 1X4 TRIM )C MDF. I PIANO HIN -" MDF. I Y" MDF. I Y' ROUND TRIM BOAT SECTION THRU SECTION THRU SEAT CUBBIES STANDARD = BENCH ONLY (A) NOTE: OPT.1: BENCH, WAINSCOT & : IF WALL WIDTH IS >3'-6" — ADD VERTICAL �J CUBBIES' (A,B&C) CUBBIES, MAINTAIN MIN. 2'-6' SEAT DROP ZONE DETAIL * IF WALL IS 5-0 OR GREATER —ADD CUBBIES BOTH SIDES SCALE : 3/4' = 1' — 0" c M�� W 0 VJ Aa, M N (U U V-4 0 cz (3) "ItZI cu cf) 4-b N � llkPulteGroup- PRODUCT MANAGER I RELEASE I DATE: xx /xx /xxxx PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.520 SHEET A1,11 77m c! c'/ rM� 45 W VJ A a, r"1 W U� �cz cf N � lItPulteGroup- H w Q Z O U o � o O x � � w PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Fan ilv 1XIIII Me PLAN NAME Cedar NPC CHILD NUMBER 2810.520 SHEET A2.01 w O a � TRUSS o 9 -4 0 W 8 -0 T.O. WDW ck3 o v 0I I V) °O a( 0'-0"� ROOF PLAN SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-0" ON 1107 PAPER) ------------------ 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. SQ. FT. SQ. IN. 2383 343152 7.943 1143.840 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/10.0) SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 3.177 457.536 4 4.766 686.304 111 ROOF TOP AT11C VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY I O C" 1 co TRUs 9'-4" T.O. WDW ■ s■ Lm Ma ---- -------------------------- El APT. GRIDS PER I t COMMUNITY SPEC; --------------------------- OPT. 4' BANDING REAR ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) -------------- I -- OPT. GRIDS PER OPT. 4" BANDING COMMUNITY SPEC SIDE ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) cn rM� W M vJ .o O 00 A� CN U� 0 ct bb C13 N � lItPulteGroup PRODUCT MANAGER RELEASE PROJECT TYPE n• 1 T SPECIFICATION LEVEL I PWte PLAN NAME Cedar NPC CHILD NUMBER 2810.520 SHEET A2,02 OWNER'S SUITE CFP W/ ` %CAPPED PLATE N, R 0. BATH iWIGW I , � I' I \ � I I "r" I O V " NOTE: ALWAYS LOCATE iv H DRYER TO RIGHT =====A OF WASHER 0 CN w L L L em '-60 6'-6' GFCI HIGH O �I I, 110V ABOVE o Ili OR HOOD - o ' R lQl CHEW: %y CAFE PLATE COVERED LANAI EXT. < > CFP W/ FIXTURE / / WP-GFl GATHERING ROOM ------------- CFP W/ I I I I I I I I t FIXTURE I I o I I GFCI HIGHR '\\`L------------� \\ , L P r o --- �------------- I — — — (bGFCI I Io gR------ 0 c3 R ------------ c� R / / GFCI PB I F_ -1OCL / I I I LJGHT IN ATTIC o V PC STD. SWITCH ONLY / FOYER BY LOCAL COAL CODE i II II Sir GDO/GFCI R I -------------------------------- 2 CAR GARAGE " o o , I PB ' R .I PORCH h FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) BEDROOW2/ CFP W/ CAPPED PLATE BATH 2 I \% �I '� CFP W/ ` CAPPED -PLATE BEDROOM 3 0 ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1 /2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OP/ FCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 0220V STANDARD AFCI 220 OUTLET ® DW DISHWASHER OUTLET (GFCI PROTECTED) e4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF L� LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SMOKE DETECTOR EP ELECTRIC PANEL QS (AFCI PROTECTED) SMOKE/CARBON It METER SC MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) TO THERMOSTAT EMERGENCY LIGHT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH CHIMES TELEPHONE OUTLET /O/ GARBAGE DISPOSAL P9 DOOR BELL CHIMES (GFCI PROTECTED) 0 GARAGE DOOR 0 WIFI HOTSPOT t�0 OPENER DATA/TV MEDIA S MEDIA /SWP BOX f DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 0 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE G 200 AMP 2PH MCB 4/0 SER CABLE COMBINATION SERVICE DISCONNECT SWITCH AND ELECTRIC METER IN NEMA 3R ENCLOSURE 150 AMP 120-240 VOLT 1 PHASE MLO PANEL INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS — 1�4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE M � O � O A� C-n U� co bb Cf co N C) litPulteGroup- u u V � w O V I O 0 PRODUCT MANAGER I RELEASE I DATE: xx /xx /xxxx 11011 SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.520 SHEET E1.11 OPT. COACH LIGHT ----,---------- ,'COVERED LANAI EXT. I OPT I OPT. ------ OPT. FLOOD ------------ WP/GFCI-------------------- -- FIRST FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 1107 PAPER) OPT FLOOD LIGHT ----_=—IN SOFFIT WP/GFCI II ELECTRICAL SYMBOLS d STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET — 1/2 SWITCHED (TAMPER RESISTANT) *GFCI STANDARD 110 OUTLET — GROUND FAULT CIRCUIT INTERRUPTER ONP/GFCISTANDARD 110 OUTLET — WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ® DW DISHWASHER OUTLET (GFCI PROTECTED) t4 SWITCH, SWITCH = 3—WAY, SWITCH = 4—WAY 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 ZS LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE c LIGHT FIXTURE — 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SQ SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) O SMOKE/CARBON Et ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT O THERMOSTAT -0PB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /0/ GARBAGE DISPOSAL (GFCI PROTECTED) (TES �° DOOR BELL CHIMES to GARAGE DOOR 0WIFI HOTSPOT OPENER DATA/TV MEDIA S MEDIA /SWP BOX DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT 11 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 'b T ELECTRICAL RISER DIAGRAM NOT TO SCALE If M 200 AMP 2PH SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO ELECTRIC METER IN NEMA PANEL 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS r III; 1#4 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL RISER DIAGRAM ALTERNATE C5 cn 0 N 0 U ! l'J O O Q � � v45 v� U� r N � llkPulteGroup- PRODUCT MANAGER RELEASE Ll PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Mte PLAN NAME Cedar NPC CHILD NUMBER 2810.520 SHEET E1,12 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) ct) Q) 44 M VJ O O 00 A� O� V� V-4 bb cf No�c llkPulteGroup- RODUCT MANAGER RELEASE DATE: XX/XX/xxxx P TYPE Fc, SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.520 SHEET pill A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE FLORIDA RESIDENTIAL BUILDING CODE 6th EDITION (2017). VAN MORE STRINGENT CODES ARE ADOPTED, THEY SHALL GOVERN THE WORK. 2 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WNDOWS, DOORS, WALLS, CONCRETE GXIRBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STARS, PPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE, ETC. 4. THE ENGINEERS SEAL APPLES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE CONSTRUCTION MEANS, METHODS, TECHINMES, OR SAFETY PRECAUTIONS, WHICH SHALL ROM THE RESPONSIBILITY OF THE CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED NTH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, RUNLESS NOTED OTHERWISE: 6. ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-POSII1VD": 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 PSI' BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXIIW WD WALL 18.0 PSF INTERIOR WD WALL 7.0 PSF STARS/LAHIXING 40.0 PSF WIND SPEED PER ASCE 7-10 140 MPH (THE NOMINAL WIND SPEED SHORN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY I EXPOSURE 'C' C. 1. 2 3. 4. 5. 6. D. 1. 2. 3. 7. 8. 9. 10. 11. E 1. 2 3. 4. 5. 6. 7. 8. 9. 10. 0 .D co 0 V) 0 0 V) rn 2 All GUARDRAILS AND HMORAIS 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 N IEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL. CODE COUNCIL EVALUATION SERVICES ICC-ES) AC273 ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. FOUNDATION: FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINMUIM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. ALL FILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LETS OF 8'. CONFORM TO ASTM D 1557. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUREIENTS OF THE GEOTECHMNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. FOOTING BACKFILL AND UTILITY TRIO BAC KFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE NTH NEW CONSTRUCTION SHALL BE REMOVED. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6' AND SEALED. PrAIPDETE'. CONCRETE SHALL CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST EDITION) NTH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. DESIGN BASED ON 2500 PSI, 28-DU STRENGTH, UNLESS OTHERWISE NOTED. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK( ALL - 2 INCHES CLEAR d. WWM USED IN SLABS 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/MM UFACTURER'S SPECIFICATIONS ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. SLABS ARE DESIGNED AS UNRONFORCED PLAIN CONCRETE SLABS ON GROUND. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1'. ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.57 SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART N BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0' SLAB SHALL BE PLACID NO MORE THAN 10-FEET APART N BOTH DIRECTIONS b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE )r TO 2 N IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 10 POUNDS N ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 E 602 / ACI 530 NX: 530.1 / ASCE 5 k 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE I MASONRY WITH UNIT STRENGTH OF 1,9DO psi ON THE NET AREA (f 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. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR 'M'. MUM GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSL VERTICAL. REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED METH COURSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF V-0' U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) R5 BAR LAPPED AND TED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND ILA MINIMUM ACI HOOK 14 20' 3' 10' 15 25' 3-3/4' 10' #6 34' 4-1/2' 11' 17 42' 5-1/4' 13' F 1. 2 0 4. 5. 6. 7. REINFORCING STEEL: 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. 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 REBAR LAP SPLICES ARE TO BE CLASS 'B'. MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 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' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2' G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE NDS 2 EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 2A (MIN) SPF OR SP NUMBER 2 OR BETTER 016' O.C. FOR WALLS 9'4 OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 20 SPF Off SP NUMBER 2 OR BETTER 016' O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR FETAL 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. B. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE: THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY 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 OTHERNSED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12 GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS 11 ALL FASTENING SHALL FOLLOW TABLE R6023(1) U.N.O. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2 TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24' O.C. MAX UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16' (INCHES) O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NUR -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 I.B. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. I. ANCHORAGE: 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2' DIA., EMBEDDED 7'. USE 10' LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS 3'x3'xO.229' PLATE WASHERS ARE ASTM/ASME B18.221. 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 115731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON TEN HD'PER FL PRODUCT APPROVAL P5730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPUCATIONS 4. ADHESIVE ANCHORS IN CONCRETE SHALL MELT THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON 'SET-XP'PER FL PRODUCT APPROVAL F5730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL F6230.1. SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIMPSON SET-XP'. 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: o) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE SIMPSON POWDER -ACTUATED FASTENERSTER 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 9TEN 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 SET'PER FL PRODUCT APPROVAL P5730.5. 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL 8. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND 4'EDGE DISTANCE b) 1/2' DIA SIMPSON 'nTEN HD'W/ MIN. 3 1/4' 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 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 gTEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2' DIA F1554 GR. 36 ATR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 10. PLACE ANCHOR BOLTS AT 4' MIN AND 12' MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4' FROM CONCRETE EDGE, AND SPACED AT 24' O.C. MAX 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 12 DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 13. BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING 15 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A r DIA. HOLE 6' DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36' LONG 15 REBAR WITH SIMPSON TYPE 'SET' EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12' LONG LAP 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 NTH GROUT AS SPECIFIED. ABBREVIATIONS: 2 MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN A. PLYWD = PLYWOOD AND/OR CURB CONDITIONS. B. OSB = ORIENTED STRAND BOARD 21 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE C. NAILING: MANUFACTURER, OR IS AT LEAST 2-Y FROM ANY EDGE FOR V BOLTS AND 3-)r FOR )f AND r BOLTS, THEN A C.A. 8d = COMMON NAIL STANDARD EXPANSION BOLT EMBEDDED 5' MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED C.B. 10d = COMMON NAIL (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 247 TO 16'). C.C. 12d = COMMON NAIL 22 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE C.D. 16d = 0.135' x 3 1/2' GUN NAIL OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON C.E. EN = EDGE NAILING THE PLANS TITEN HD SHALL BE A MINIMUM )r x 6', OR AS REQUIRED ON THE DRAWINGS ALTERNATE CONNECTION IS AN C.F. FN = FIELD NAILING ANCHOR W/SIMPSON TYPE 'SET' EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6' MINIMUM EMBEDMENT C.G. SN = SIDE NAILING SLEEVE ANCHORS ARE NOT ALLOWED. C.H. BN =BOUNDARY NAILING 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR C.I. BF = BOUNDARY FASTENING SEE THE DETAIL IN THESE DRAWINGS. D. AB = ANCHOR BOLT FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM E. CMU= CONCRETE MASONRY UNIT MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3' NAILS). WHEN GAP IS F. CONC = CONCRETE GREATER THAN 1 1/2', INSTALL NEW ANCIi E G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION 4. C MU OVERHANGING SLAB J. MAX = MAXIMUM 4.1 FOR BLOCK OVERHANGING THE SLAB BY 9' OR LESS, NO REPAIR IS NECESSARY. K. MIN = MINIMUM 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN 9V AND 1)r, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL L O.C. = ON CENTER 4.3 FOR BLOCS( OVERHANGING THE SLAB BY MORE THAN 1 1', CONTACT THE E.O.R. FOR REPAIR. M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE AR 5. NOTCHED STUDS IN WALLS 0. TYP = TYPICAL STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING P. U.N.O. = UNLESS NOTED OTHERWISE WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD 0. I.L.O. = IN LIEU OF 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 R. w/ = WITH WAILS (2-1/8-FOR A 2X4 STUD OR 3-5/16-FOR A 2X6 STUD). F THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN S. WD = WOOD A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SOS1.5 NTH (12)-1/4'X1-1/2' T. EE = EACH END SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'r-SDS3 WITH (12)-1/4'x3'SDS SCREWS, WHERE''CORRESPONDS TO THE U. HDR = HEADER NUMBER OF STUDS IN THE MULTI -PLY. V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. AIR = ALL THREADED ROD L. JURISDICTION SPECIFIC INFORMATION: Z. S.C. = SAW CUTS 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, %' MINIMUM EXTERIOR AA. AB. C.J. = CONTRACTION JOINT DEN = DOUBLE EDGE NAILING GRADE SOFFIT BOARD WITH A CEMENTITKXIS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE AC. COX- = COLUMN REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT WOULD NEED TO BE ATTACHED AD. REIN = REINFORCEMENT PER MANUFACTURER SPECIFICATIONS. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2 THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS IN SO LONG AS THE KAYCAN VINYL SOFFIT IS INSTALLED IN AE. PLT = PLATE ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL AF. CANT. = CANTILEVER COMPLY NTH R703.1 AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER '.. -. M. ;. '1F RR• 441=4 '.. 2771 .F404 dx"1 '0'4 > PA;mV1III tI II<:7R1 - Roof Pressures Wall Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone S 14.7 -23.4 14.7 1 -40.8 14.7 1 -60.3 25.6 -27.7 25.6 DESIGN PRESSURE CALICS DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS Description Zone Width (ft) Height (ft) Effective Positive Pressure Negative Pressure (psf) Area (ft2) (psf) 16070 OHGD -- 16 7 112 22.5 -25.4 3080 DOOR 4 3 8 24.0 24.3 -26.4 6080 SGD 5 6 8 48.0 23.0 -29.1 25SH 4 3 5.25 15.8 25.0 -27.1 25SH (2) 4 6 5.25 31.5 23.9 -26.1 25SH (2) END 5 6 5.25 31.5 23.9 -30.8 4010 FIXED 4 4 1 4.0 25.6 -27.7 26SH (2) 5 6 6 36.0 23.7 -30.3 25SH (3) END 5 9 5.25 47.3 23.1 -29.2 C.O.A.# ARCHITECTURE: AA260028M C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86026 FLORIDA 12-13-2019 RA;H,`l,�ii �� ��i. a ••. i 1 � N a N 0 U 0 co W M � O A� U� '1 tt bb cl) N I� *PulteGroup- RODUCT MANAGER RELEASE nerr. 11 /fWR h n 1 Q P PROJECT TYPE SPECIFICATION LEVEL I Me PLAN NAME NPC CHILD NUMBER 2375.500 SHEET Sol (1) 15 REBAR w/ 25' LAP U.N.O. 8' C.M.U. FINISH PER ELEV. OIL—o'-0. FINISH GRADE 00 •�:. � c z MONOLITHIC FOUND. -�. . W/ (2) /4 DIA. RODS CONT. ON CHAIRS 9' STARTER "1702 COURSE • • • ����/�� ����/�� ALT. CMU SEAT 0 -1)r ��CA I CfUVII MASONRY WALL FTG FROM TOP DF SLAB � SCAALE 1/2'=1'-0 3/4' RECESS IN SLAB 10 1/2' 8' C.M.U. WALL FINISH PER ELEVATION FINISH FLOOR cn " SLOPE MONOLITHIC FOUND. w/(2) 14 DIA. RODS CONT. ON CHAIRS. os GARAGE DOOR RECESSED SILL SCALE 1/2'=1'-0 RECESS WITH PAVERS 2x AT 24'O.C. MAX 2x P.T PLATE SECURED TO SLAB w/ 3' POSER ACIUARD FASTENERS OR TAPCONS 0 IC O.C. OR (2) RM 12d 1/2' G.W.B. EA SIDEGUN WAS 0It O.I: STEP PER PLAN SLOPE :�.�.:�• ,•. .,:.,. " CO 4 1'-0" 61/2' CHAIRS (1R�CONT, ON THICKENED SLAB @ GARAGE (NON -BEARING) SCALE: 1 /2'=1'-0 CLEAN COMN PVC SLEEVE 1'-4' 0 2 STORY F13 BEARING PENETRATION DETAIL SCALE: 1/2'=1'-0 ram, rn 8' C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE �W17�l�L�liii8 MONOLITHIC FOUND. w/(2) 14 DIA. RODS CONT. ON CHAIRS CMU COL PER PLAN PAVERS OR SLAB PER SLOPE SPEC. CONCRETE FOOTING PER PLAN PER PLAN or MASONRY WALL CORNER ON SPREAD FTG,MASONRY WALL CORNER ON SPREAD FTG, i SCALE 1/2'=1'-O 3/4' RECESS N SLAB — FINISH FLOOR CMU COL PER PLAN —/5 REBAR w/25' MIN LAP W -O'-O" SLOPE CID aaz m CONCRETE FOOTING .::; •.; :: PER PLAN ; PER PLAN rers�MASONRY WALL CORNER ON SPREAD FTG.WALL CORNER ON SPREAD FTG. i 8' C.M.U. WALL FINISH PER ELEVATION SLOPE �1 OMONOLITHIC FOUND. w/(2) 14 DIA. RODS PCONT. ON CHAIRS. (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2' CONC. FINISH GRADE SLAB SLOPE 4' F11 THICKENED SLAB EDGE SCALE 1/2'=1'-o PENETRATING PVC SLEEVE SCALE: 1/2'=1'-0 GROUT BED 00 i 1 1'-4' 0 2-STORY SCALE: 1/2'=1'-0 (1) /5 REBAR AT EACH - FILLED CELL 15 REBAR CMU STRUCK BOTH WAYS w/25" MIN LAP POURED CURB FINISH GRADE �i —MONOLITHIC FOUND. w/(2) #4 DIA. RODS � _ • � CONT. ON CHAIRS _`•....1'-4'02STORY . SCALE 1/2'=1'-o Z 2-1/2' 0 IMPACT a DOOR DOOR PER SPEC Z PAVERS PER (1,PAVERSPER SPECa DOOR PER SPEC (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS a VARIES) DOOR THRESHOLD SLOPE i,p'_p• PER PLANSLOPE7.. , J, nl _ ALT. BRICK r THRESHOLD I d . 3„ MONOLITHIC FOUND. MONOLITHIC FOUND.—,-." W/(2) 14 DIA. RODS w/(2) #4 DIA. RODS �A CONTON CHAIRS1-4' 0 2-STORY PAVERS TYP. �(1) 14 BAR CONT COMPACTED FILL PAVER AT CONCRETE GRADE BEAM 8' C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) (1)44 REINFORCMI]JT 4" SEE FOUNDATION PLAN 4' BAR CONT. a CONC. PER SCHEDULE -� ' SLOPE TO DRAM ' MONOLITHIC FOUND. W/ (2) #!4 DIA. ' RODS CONT. ON `a ':r . } '" '"•'� .:r.• ,3 CHAIRS Fes SHOWER RECESS SCALE: 1/2.4-0 CONT ON CHAIRSFLUSH BRICK EXTERIOR DOOR SILL @ ENTRY (Pavers) SHOLD EXTERIOR [ SCALE 1/2'=1'-O SCALE: 1/2'=1'-O CORNER BAR WITH 25' VERTICAL DOWEL ':'. �, .� " MN. LAP SPLICE EACH AS REQ'D IN PLAN SIDESAME SIZE AS CONT FOOTING STEEL .y- ALTERNATE TO CORNER NUMBER OF CORDER SPLICE PROVNE CONT. •': "''%'''""�' ': BARS EQUALS NUMBER ti •,. STEEL REINF. BARS BENT ` ' ` ` : • • • ; : OF CONT BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE BUILDING CODE NUMBER OF REBAR 25' MIN. PER PLAN LAP SPLICE F12 REINF. PLACEMENT AT FTG. CORNERS SCALE-- 1/2'=1'-0 CONCRETE SLAB ON CLEAN COMPACTED FILL 1/8' SAW CUT SAW CUT i I ..s.: ..{I NOTE: SAWED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT. TYPICAL SAW CUT JOINT SCALE: 1/2'=1'-0 PLAN PER PLAN ..�;, MONOLITHIC FOUND. W/ (2) #4 DIA. RODS j'-ow CONT. ON CHAIRS 0 2 ST Y 30'x30'x12' CONC. FIG. w/ (3) /4 REBAR EA. WAY I I I I VEHICLE SIDE OF PEDESTAL L 30• L GAS WATER HEATER PEDESTAL SCALE: 1/2'=1'-0 REBAR 3" OM TOP do 10' NO 0 BOTTOM LOCATE PER ARCHITECTURAL DRAWINGS C.O.A,# ARCHITECTURE: AA260028M C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. 0 86025 FLORIDA 12-13-2019 DATE N ORIV i /ilfl 0 N c� 0 U O C r--1 00 � O 0 � OHO A� k 45 N 0 i-4 v U o N � *PulteGroujr PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE SPECIFICATION LEVEL Mte PLAN NAME NPC CHILD NUMBER 2375.500 SHEET slo cl cc m 40'-0' 26'-4" 13'-8" F03C '-0' 51.0 24"x24'x12' CONC FTG w/ #4 REBAR 0 6" O.C. EA WAY F03C 81.0 F11 F11 0 —1.!!l 27'-0' S1.0 13'-0" S1.0 F12 3'-5 1/2" g" 7'-0' 8' 4'-7' Ifin 1, 7'-0" 8' 2'-3 1 2" S1.0 I •'• VERIFY M.O. VERIFY M.O. • . = N "O W O F01 �� 0- o VARIES S1.0 S1.0 I O II I � o a 10 -2 SOLID POUR I nl \ SOLID POUR M N VERIFY M.O. .� S.C. • • • • F01 9' 3'-0' — I• o I I i = I 1 o I d 51 2'OL 0'-0" F26 ( _ co S.C.00 I I• • I I �- ( I N _ O _I II fa IcD O g O I �I � M II ••• I I _ S.C. I N I � I � C I S1.0 START SLOPE HERE LOCATI� ( N PER I � ARCHOITECTURE I I 20'-9' I I I d- I VARIES � ao S1.0 S.C. S.C. I 6 Ia ^� I S1.0 N I Fps I co To I SOLID POUR SOLD POUR I . S. C. S.C. 4 • 7 1/2- 7 1/2' M d I . 3'-4" In FO6 a, o VERIFY a, Lo w M.O. Ln N I S1.0 ^. loin VERIFY M.O. N o F01 FO1 `* o `" _ S1.0 001 I ; I M • M r r 1'-8 1/2' 1'-8 1/2" VERIFY M.O. 8" 16'-8' 8" 3'-2" 7'-8" 3'-2' 21'-5' f 4'-7" 14'-0" 40'-0" FOUNDATION PLAN - SCALE: 1 /4"=1'-O" LEGEND SYMBOLS 0 8x8 FILLED CELL W/ #5 REBAR F@-F2j 8x8 FILLED CELL W/ (2)/5 REBAR 0 INSIDE FACE QD 8x8 FILLED CELL W/ NO REBAR REQUIRED 45• CMU - FILL CELLS W/ 15 REBAR ❑u 12x12 FILLED CELL W/ (4)-15 REBAR ELE� ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0- )a DETAIL pNDICATOR I FLOOR SLAB NOTES: 3 1/2' Z500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6' AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN 'L' SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36' (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12' (305mm) APART, IMTH 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. I PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. #t 86025 FLORIDA 12-13-2019 DATE JIVIIIIIi/j,`'! . � • . fit` � f � f s STA ORIV �����S�QNA1. t��G ��• c3 CL- Lo CD a 0 U c m 00 0 VJ �O 00 A� il^H, W C� U� V' N � tPulteGroup- PRODUCT MANAGER RELEASE 11/08/2019 PROJECT TYPE /1• 1 T SPECIFICATION LEVEL I PWte PLAN NAME NPC CHILD NUMBER 2375.500 SHEET SIM m WALL BASE PLAN SCALE: 1/4"=1'-O" 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 REWIRED BY MANUR 3. UNTELS 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 UNTELS 28' OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT U = UWLLEO r QUANTITY OF REBAR AT I BOTTOM OF LINTEL CAVITY rNOM16— 1B/1T 1-QUANTITY OF 15 REBAR AT TOP NOMINAL HEIGHT INAL WIDTH #5 REBAR AT TOP MIN. (1) REO'D -1/2' CLEAR a q CMU GROUT 1-2 #5 REBAR AT BOTTOM OF UNTEL CAVITY )• 7-5/g, 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 IiEIMM UP TO 3'-4' DOUBLE M ------- 3'-5' - 6'-0' DOUBLE 2x8 ------- 6'-1' - 8'-6' DOUBLE 2x10 2 JACK STUDS, EACH END. 8'-r - 12'-6' DOUBLE 2z12 (2) JACK SUDS. EACH END. C.O.A.# ARCHITECTURE: AA260028M C.OA# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12-13-2019 DATE 0%% 111111j11// TATE /�!o VAL 0% o� co 00 0 VJ � O O A� U 0 0 lbb -2 �..i co N � *PulteGroup- PRODUCT MANAGER RELEASE TYPE F2 11(i21l:10:1111 Pulte PLAN NAME NPC CHILD NUMBER 2375.500 SHEET S21 FLOOR &LOW ROOF FRAMING PLAN. 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 W MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. 8. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2 ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOIWNG: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC156M B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY, THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURERS PROFESSIONAL ENGINEER. 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 12-13-2019 OATS +,,fit t i i l l ltlttt Qr; F ALhilt G a t2 N x c� 0 U o� cc) r-4 v 00 � O 0 VJ O O N CIN v MM� v� U� o 0 iYi � N 0 *PulteGroup- PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE SPECIFICATION LEVEL I Me PLAN NAME NPC CHILD NUMBER 2375.500 SHEET SM rn FS 20 OUTLOOKER 'A PER DRAWINGS Z 2x6 FASCIA R 2x BLOCKING BETWEEN TRUSSES w/ 2x SOCKING AT 0 (3) 8d INTO SUPPORT 0 EA END TO SHEATHING EDGES o ADJACENT TRUSS OR TO TOP PLATES -� 1 x6 w/(3) Bd SHEATHING PER PLAN EA. OUTLOOKER NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS STRUCTURAL SHEATHING CONTINUOUS AT TRUSS HEEL, w/ SHEATHING EDGE TRUSS SCREW THRU LOCATION OF BRACING AT MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE NAILING REQUIRED. VAULTED TRUSS. TOP PLATES TO TRUSS CONTINUOUS STRUCTURAL SHEATHING INFORMATION. (Le. HEEL FRAMING PER PLAN DETAIL AT RAISED HEEL HEIGHTS, SLOPE, OVERHANGS). TRUSS ANCHOR PER PLAN 9-1/4' <'D' < 15-t/4': SOLID 2x BLOCKING BETWEEN Z STRUCTURAL SHEATHING TRUSSES ATTACHED TO TOP a SEE PLAN AND DETAILS FOR DETAIL AT RAISED HEEL PLATES w/ 8d NAILS 0 6" O.C. ATTACHMENT ALONG LENGTH OF BRACED cv 1W, - WALL PANELS a PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX ® O TRUSS ANCHOR PER PLAN TRUSS SCREW PER PLAN NOTE: ONTINUOUS BRACING TRUSS MANUF. REFER TO ARCHITECTURAL DRAWINGS FASCIA AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN SEE ARCH. DRAWINGS DRAWINGS FOR SPECIFIC TRUSS PROFILE A,.r STUD PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). BOND BEAM PER PLAN SHEATHING PER PLAN AIMING PER PLAN KD TRUSS SCREW THRU TOP PLATES TO TRUSS ROOF TRUSS ON MASONRY ©TRUss ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL 20 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS — OR — 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 — O R — PLAN. 20 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. 01 "S VALLEY SET OVER FRAME R02 ROOF TRUSS ON FRAME R06 an STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24' O.C. PRE-ENGINEERED ROOF TRUSSES ®MAX. 24' O.C. STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24' O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. FTRUSS ANCHOR CONT. 2x4 w/ (2) 12d NAILS PER PLAN 1. AT VERTICALS 3'-6" TO 6'-6' USE ONE 2x4 'L' BACK: SHEATHING PER ARCH tx4 FURRING AT MAX. 16' O.C. w/ 2. AT VERTICALS OVER 6'-6" TO 8'-4' USE (2) 20 INSTALLED PER MANUF. (3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). soy EXTERIOR COUNG FURRING 3. AT VERTICALS OVER 8'-4' TO 13'-0` USE ONE 2x4 SCALE N.T.S. 'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS BOND BEAM PER PLANJ REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL AND SCHEDULE SHEATHING MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID PER PLAN HEIGHT AND TO THE BLOCKING BELOW THE ROOF WAL�LB RACING�A��BERING WALL SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO R08B THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED ." "X'=10% HOUSE WIDTH — RIDGE J GABLE END BOSTON HP 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" 031 " O.C. o APPROX. 45-DEG ANCLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T' LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2' (ONE ON EACH SIDE OF BRACE TO TOP PLATE). 1. TO EACH L BACK WITH (2) 12d s AND ONE SIMPSON H5 vy CONNECTOR. L SHEATHING PER PLAN SIDE NAIL ALL 'L" BACKS AND STRONGBACKS w/ 12d's 'X" = 10% "X" = 10% OF AT 6' O.C. NOTCH 1' BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10' a HOUSE WIDTH HOUSE WIDTH 3 STRUCTURAL SHEATHING CMU ANCHOR BOLTS AT 4-0 O.C. MAX. w/2 x2 PL SEE PLAN FOR ATTACHMENT WASHERS AND 7' EMBEDMENT. x x MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED OO O 0 ® NAIL BOTTOM CHORD OF GABLE BEAM PER PLAN. FOR RAKED BEAM AT VAULTED TRUSS w/ 12d's AT 4 O.C. CONDITION, SEE PLAN AND DETAIL Iz / CONT. 2x4 Oj 2x4 NAILED FLAT TO TOP OF BRACE ('Ti ® 2x6 NAILED X _ _ I CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ IO GUN 2 TOP RIDGE RIDGE \ I STRUCTURAL NAILS 8' O.C. BUTT JOINT ALLOWED Qt GABLE END �1 FOR ATTSHEATHIACHMENT NG SEE PLAN (48' MIN MEMBER LENGTH), BRACED REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING / BRACE SPLICE SHOWN \ PER PLAN 2x4 BLOCKING AT 48' 0 C — GABLE Ix HP ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE 7/16' SPAN RAZED PLYWOOD OR OSB 8d RING SHANK 0.113' x 2-3/8' 1 2 3 OFFSET DIMENSION 'X" = 10% HOUSE WIDTH 'X' 'X' TILE 15/32' SPAN RATED PLYWOOD OR OSB PANEL EDGES @ SUPPORTS (1) 6' O.C. 6" O.C. 4" O.C. PANEL FIELD 1 6" O.C. 6' O.C. 6' O.C. METAL 15/32' SPAN RATED PLYWOOD w/24 GA 19/32' SPAN RATED PLYWOOD w/26 GA NU Ib: 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 nx rk" M ROOF AX 24' O.C. SHEATHING PER ARCH -� ix4 FURRING AT MAX 16" O.C. w/ INSTALLED PER MANUF. (3)10d AT EA TRUSS soy EXTERIOR CEILING FURRING SCALE N.T.S. \ 3 TRUSS BAYS FRAMING 2x6 NAILED 0 BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 GABLE END TRUSS BRACING DETAIL GABLE END 2x4 LADDER FRAMING AT 24' O.C. REUD AT (8) 10d NAILS EACH `. OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT TOP CHORD w/ (2�16d NAILS AT 24' O.C. EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. CONT. 2x6 w/ (2) 12d NAILS BLOCK e-0' BACK FROM GABLE TRUSS. /F20 NAILS DIAGONAL BRACING MAX(5) 12d SPACING COMMON 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 SHEATHING PER Z,,>ARTIAL GABLE END TF IF LENGTH IS LESS THAN 4'-0' USE 2x4 "L' BACK, IF LENGTH IS GREATER THEN 4'-0' USE (2) 20 'L' BACKS NAIL 'L' BACKS w/12d 0121C.(NOTCHED 0 TOP w/2-12d TOENAILS 'L' BACK -EXTEND 6' PAST LOWER ROOF SHEATHING DETAIL PARTIAL GABLE SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER _ O D _ PLAN. (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW 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. 2x4 w/ (2) 12d NAILS STRUCTURAL SHEATHING PRE—ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLA FASCIA 2x SHTG. SEE ARC. BLOCKING DRAWINGS vvv VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24' O.C. 2x4 BLOCKING AT 2'-0' O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4' MAX. GAP FROM TOP OF 8' CMU WALL SEE PLAN WALL TO BOTT. OF BLOCKING FOR VERT. REINF. R07 WALL BRACING AT NON -BEARING EXTERIOR WALL 20 PURUN o EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL 0 8' O.C. 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 'L' BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4' USE (2) 2x4 BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4' TO 13'-0" USE ONE 2x4 1' BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 8" CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ .5) 12d's AT EACH END. IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRDNGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL 'L" BACKS AND STRONGBACKS w/ 12d's AT 6' O.C. NOTCH 1' BACKS AT TOP AND BOTTOM. — 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS TO BLOCKING AND TO THE BACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND THE REMAINDER AT 48' O.C. DIAGONALS OVER 8'-0" MUST HAVE AN ADDITIONAL "T" BRACE ATTACHED TO THE NARROW EDGE w/ /12d's AT 6' O.C.. 'T' BRACE LENGTH TO BE THE DIAGONAL'S LENGTH MINUS 12' FROM EACH END. TRUSS ANCHOR SEE CONN. CHART X v v FRAMING PER PLAN R09B UTCH HIP GABLE TRUSS BRACING DETAIL BOSTON HIP ENGINEERED WOOD ROOF TRUSS AT 24' O.C. MAX. CMU WALL (4) 1/4" 0 c 2-1/4" MASONRY --/ SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 CONDTTONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED AVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLU110N. R13 MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) C.O.A.# ARCHITECTURE: AA260028M C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12-13-2019 DATE` %%%l1111It//'!/ 1 �• o. �4M1 del F+ ' .. toR�r�� . •'?�. 11 VIM 0 N CL 0 U C) c'/ v00 en O 0 N c7N � v 4J N vc U vs 0 bb 2 cn I N= *PulteGroup- PRODUCT MANAGER RELEASE DATE: 11 /08/2019 PROJECT TYPE o ISPECIFICATION LEVEL PtAte PLAN NAME NPC CHILD NUMBER 2375.500 SHEET S4.1 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 " a 1-1101 DE FEATHING�EDGESS.. LNG AT ALL r O o STUD SPACING F W14 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 INT FINISH WOOD BUCK ATTACHMENT: Ix WOOD 1x_ CUSTOM PT BUCK TO MASONRY. MATCH FRAME WIDTH, ATTACH w/'T' IX PT BUCK NAILS @4' FROM ENDS AND 12' O.C. REMAINDER. ATTACH WINDO THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL SILICONE SEALANT FINISH PER ELEAVATION AL I LRNA It: 2x_ OR GREATER BUCK TO MASONRY BUILT—UP THICKNESS <2 1/4" = 1/4'0x4' TAPCONS 04" FROM ENDS AND 12' O.C. REMAINDER. w/1 1/4' EMBEDMENT TYPIr.AI WINDOW ATTAr.HMFNT DFTAIL INT FINISH WOOD BUCK ATTACHMENT - Ix WOOD 2x_ OR GREATER BUCK TO MASONRY BUILT—UP THICKNESS <2 1/4' 2x PT BUCK = 1/4'41x4' TAPCONS 04' FROM ENDS AND 12' O.C. REMAINDER. w/1 1/4' EMBEDMENT ALTERNATE: ACH DOOR PER RIDA PRODUCT ROVAL )K MOULD SH PER ELEAVA11ON ,„YPICAL DOOR ATTACHMENT DETAIL rw T NG IN( 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 EBAR, CONT. IN BEAM BEAM PER PLAN EBAR VERTICAL ED 25' MIN. U.N.O. EBAR VERTICAL IN I FILLED CELLS, PLAN). EBAR VERTICAL ED 25' MIN. U.N.O. ' CLEAN OUT AT ALL D CELLS. FOUNDATION PLAN DETAILS FOR FOOTING -'ORCING. i u uir L i i nuny TYPICAL FILLED CELL DETAIL W19 12 PER ELU INTERIOR STRUCTURAL SHEATHING. REFER TO STRUCTURAL STRAP INSIDE FACE OF WALL PER WIO WHEN TRUSS STRAPS INSTALLED ON INSIDE (NON -SHEATHED) FACE Of WALL SIMPSON HMA 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 PLAN — (ON OPPOSITE SIDE OF WALL) 2x STUDS AT 16' O.0 EDGE NAIL SHEATHING PER PLAN W05 UTS16 FROM EA. TRUSS TO HDR. 11I4111TIE`i[y3L'1C1t 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. MOTIONAL 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 CONNECT WALLS PER WIO DETAIL 0— INTERIOR NON -SHEATHED WALLS DOUBLE SILL AS REQ. FOR 2x STUDS AT 16' O.C. SHUTTER ATTACHMENT SHEATHING PER PLAN 0 EXTERIOR— WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) (1) SP4 TO KING & JACK STUD U.N.O.- II II EDGE NAIL SHEATHING PER PLAN — _11__LL_ < NOTE: FOR EXTERIOR BEARING WALLS ONLY PICAL FRAMED BEARING WALL SHEETS FOR NAILING & INSULATION AS PER SPECS. OTHER REQ. PRE—ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. ROOF SHINGLE (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS REFER TO PLAN U _ J FASCIA PER COMMUNITY SPEC SOFFIT & OVERHANG PER SPECIFICATIONS BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS 01L0'-0' FINISHED GRADE _ _•' _ I MONOLITHIC FOUNDATION, SEE EztE�oRWAu • STRUCTURAL DETAILS FOR WIDTH, .` DEPTH & REINF. REQ. TYP. 1-STORY WALL SECTION GARAGE DOM ANo W 3 0 TRACK, INSTALLED PER MANUFACTURERS SPEMICATIONS 24 WOOD RICK ANCHORED TO CMU w/ 1/2"A' '! BOLTS OR 5/8'x6' SIMPSON TITEN HU'S w/ 2' WASHERS AT 24' O.C. & 1MTHIIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF 1/43' MASONRY SCREWS 012' O.C. STAGGER ROWS 6' FRAME TO BUCK TO MASONRY TRUSS BOTTOM CHORD PER MANUF. 0 247 O.C. EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM OF HEADER PER PLAN �7­!FOR HEADER PER PLAN, (2) PLY MIN, ADD JACKMNG STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL. AS REQ. SHUTTER ATTACHMENT EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3' O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR II II II II SHUTTER ATTACHMENT II II II II II II _ ll_ I _ NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. UNTEL 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" 1'6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 3-6" 212" 2231 3069 3719 3280 1 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 4'0" 2'8" 1783 2561 2751 3280 3820 4890 5961 7034 8107 2561 4605 5206 6113 7547 8974 10000 10000 4'6" 3'2" 1343 1969 2110 2992 2931 3756 4576 5400 6224 1969 4375 5206 6113 7019 8672 10000 10000 4'8" 3'4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 5'4" 4'0" 1006 1349 1438 1716 1999 2560 3132 3696 4649 1349 3090 4567 5365 4766 5817 7074 8203 5'10" 416" 860 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 616" 512" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 7-6" 612" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 8'4" 710" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9'4" 8'0" 416 699 1160 N/A 1625 2-564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 912" 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 1200" 1018" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 12'6" 1112" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2883 13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14' 011 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 1 1160* 1331* 1660* 2032* 2459* 1714" 16' 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19'4" 18.0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 420* N/A 750* 960* 1177* 1415* 1676* 20'0" 18'8" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 340* N/A 598* 845* 1114* 1345* 1468* *PRESTRESSED ** 8" W/2" RECESS U-LINTELS Type A = Unfilled no Rebar• Type B = Continuous Grout Steel per Plan in Bond Beam Onl ` Type C = Continous Grout Steel per plan in Bond Beam & Lintel C.O.A.# ARCHITECTURE: AA26002802 EXTERIOR CONC.WAu - __... C.O.A.# ENGINEERING: .: 0 THOMAS A. WEBER, PE 1/4' DRIVE-IN ANCHOR Y ;:•a : :. a ". ` 29349 GARAGE DOOR AND ' . P.E. # 73242 FLORIDA TRACK, INSTALLED PER MANUFACTURERS i ''°. . 'n.. ° '.. . ■ BENJAMIN NIESE, PE SPECIFICATIONS. P.E. # 86025 FLORIDA I� € 112-13-2019 1/2' x 2 1/4' HILTI SLEEVE ANCHOR OR EQUAL. MIN. 1 1/2' EMBED INTO MASONRY. (1) PER BRACKET`' FRAME TO MASONRY YPICAL GARAGE DOOR ATTACHMENT DETAIL tQR1C► �'�1` 1 ..... O U-) OQ M O VJ pop A� �MM v U c� 1� N � *PulteGroup- PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE Sin a Famfl SPECIFICATION LEVEL Nte PLAN NAME NPC CHILD NUMBER 2375.500 SHEET S4.2 V � �z23s9 P �„,lyz,363�� �a�cs � Pfl�a I-p- !I 4 A Ll