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HomeMy WebLinkAbout6462 Bradford Woods Dr (2)n u APPLICABLE CODES WIDTH DEPTH SHEETLISTTABLE - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: 40 -O 60 -O -FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL LOT SPECIFIC AREA TABLE Sheet Number Sheet Title -2014 NATIONAL ELECTRIC CODE DescriptionTOTAL GO.01 Cover Sheet -BUILDING TYPE: VB :CONDITIONED SPACE G0.02 General Notes A1.11 1st Floor Plan CMU-BASE PLAN 1850 SF A2.01 Front Elevation & Details 1850 SF A2.02 Side & Rear Elevations & Roof Plan :NON -CONDITIONED SPACE E1.11 1st Floor Electrical Plan CMU—COVERED LANAI 90 SF E1.12 1st Floor Electrical Options CMU—FRONT PORCH FM1 OR C1 OR C01 21 SF P1.11 1st Floor Plumbing Plan CMU—GARAGE 438 SF SO T 549 SF . rouO C 2399 SF S1.2A U1 eS2.OA S3.OA S3.OB CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS Elevation Choices Craftsman (CR102) 03-23-2019 First Floor Plate Height 9'-4" Plate Height Kitchen Layout Choices Layout 1 Laundry Layout Choices Layout 1 Additional Hose Bib Location Rear Exterior Irs oor Wall CMU Exterior Wall Bath 2 Shower Choices Tub/Shower Combination Garage Handing Garage Left 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 1 Owner's Suite Ceiling Choices Flat Ceiling Covered Lanai Covered Patio Oyer Entry Uoor wing Door Swing In Wind Speed Choices Wind Speed 140 High e oci y Hurricane Zone Non High Velocity Hurricane Configuration Choices Configuration B LOT SPECIFIED PLAN INFORMATION Customer Name Market Home *, 6871-04601 #2 Address 6462 BRADFORD WOODS DRIVE ZEPHRYHILLS JFL 133542 Community 6871 JOAKS OF PASCO 6871-04601 ---- L ors NA7:�z PREVAILING ANb 4eR��l•���� c Via. yyi:.", REVIr-1I/ DATE PH 1'L-A'4 I a a U o 0 0 -o O 0 N N N E 0 Z 0 J a 00 oU113 co M o 0 Ul) 00 Q U-) a� v� U 'T� o c� cn' Cf) g N � tPulteGroj"O'. PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CH'111 NU ER 2811.500 SHEET GO.01 0 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 ih 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 GENERAL NOTES COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER THAN 30 SF o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF THE ROOF FRAMING MEMBERS o MIN. ATTIC ACCESS SIZE IS TO BE 22x30' WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE FIRE—RESISTANT CONSTRUCTION — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR A 20-MIN. FIRE -RATED DOOR - DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 - %" 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 - X' SAG -RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS ACCESSIBILITY - ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS REQUIREMENT. o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 POCKET DOOR SITE ADDRESS — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY GUARDS AND WINDOW FALL PROTECTION — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. — GUARDS SHALL BE MIN. 36' o EXCEPTION: 34' IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE OF THE STAIRS — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED STAIRS — MIN. CLEAR WIDTH 36' o HANDRAILS SHALL NOT PROJECT MORE THAN 4 �" ON EITHER SIDE OF THE STAIRWAY — MIN. HEADROOM 6'-8" — MAX. RISE 7-3/4" — MIN. TREAD DEPTH 10" — HANDRAILS o 34"-38" ABOVE SLOPE PLANE o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE THAN FOUR RISERS 0 1 1/a"-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 co rM� .0 W o 0 U0 0 A� � o v� v c� V it v :12% 'L� o w 0 .2 to Cf N � *PulteGroup- PRODUCT MANAGER RELEASE DATE: xx/xx%xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Hi h ate NPC CHIM NU ER 2811.500 SHEET GO.02 0 u- Q FIRST FLOOR PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 1107 PAPER) A,nl-rv" LEGEND MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN hELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" * DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4T DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2' U.N.O. 12:f CEILING TRAYS ARE TO BE RECESSED INTO THE TRAY UP TRUSSES 12" U.N.O. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -20 WALLS ARE DRAWN 3 1/2" THICK -2x6 WALLS ARE DRAWN 5 1/2" THICK -8" BLOCK WALLS WITH FURRING ARE DRAWN 9' THICK INCLUDING FURRING p O O M co 1 e--4 45 00 M r5 r� 0 ul) � 0 O iH 00 A� v MNM cV v� U c� e� pool r-q co N � PRODUCT MANAGER RELEASE XX/XX/XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME High ate NPC CHn NU ER 2811.500 SHEET A1.11 w L 8'jh -0" T.O. WDW SHAKE PER SPEC FRONT ELEVATION SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-0" ON 11 x17 PAPER) 2" CMU HEADER DTL. SCALE: 1/2' = 1'-0' El F CMU SILL DETAIL SCALE 1/2' = 1'-0' R N + '--GARAGE DOOR 6" 2" GARAGE DETAIL SCALE 1/2' = 1'-0' BRACKET DETAIL SCALE: 1' = 1'-0' �-.�SIDING PER SPEC TRIM BOARD NOTE BOTTOM OF TRIM TO START MIN. 1' BELOW PLATE LINE RAKE DETAIL SCALE: 1/2' = V-0' c5 a 0 N O N H C.7 O U ! r-4 v 00 0 vJ \ Q 00 IT A U- L t"1 a� v v � �o c� o� N � '*Puttee � .- PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHI NU ER 2811.500 SHEET A2.01 I 0 a 0 O d 0 0 W 0 d En N 0 CV Q 0 -o 0 N cV a E 0 z y J 1 ROOF PLAN SCALE 1/8' = 1'-O' (NOTE: SCALE 1/16' = 1'-0' ON 11x17 PAPER) TRUSS 8 -0 T.O. WDW "o —I I co lk Of-0' FINISH FLOOR ------------------- ---------------- ------------------- OPT. GRM)5 PER OPT. 4' BANDING COMMUNITY SPEC SIDE ELEVATION SCALE 1/8' = 1'-0' (NOTE: SCALE 1/16' = 1'-0" ON 11x17 PAPER) -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SO. FT. SQ. IN. 2399 345456 7.997 1151.520 ROOF VENTS SOFFIT VENM REQUIRED REQUIRED (SI/6.17) SQ. FT. SO. IN. N S SQ. FT. SQ. IN. LIN. FT. 3.199 460.608 4 4.798 690.912 112 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY TRUSS 9'-4" 8 -0 = T.O. WDW I o o� I 00 Ilk 'k 0'-0" FINISH J 9'-4- Y-4" Y 8 -0 Y T.O. WDW REAR ELEVATI N SCALE 1/8" = 1'-O' (NOTE: SCALE 1/16" = 1'-Q" ON 11 x17 PAPER) --------------- ---------- - - -i -----' OPT. GRIDS PER ---------- ----- J COMMUNITY SPEC OPT. 4' BANDING SIDE ELEVATION SCALE 1/8" = 1'-O' (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) d 0 N O N CL co � 4) 00 M 0 ul) � C 00 A� cl!� •� 7-5 O m 0 bA >� Cy N C> ItPulteGiroup- Z N O w O o o�/ M W cc w °� plc o Q Qj N W � W � p� W � o � � � Q I PRODUCT MANAGER I RELEASE DATE: xx Ax /xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHID NU ER 2811.500 SHEET ,2.02 ii FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) BEDROOM 2 I ELECTRICAL SYMBOLS 11 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oa STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER O/GFaSTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET *DW DISHWASHER OUTLET (GFCI PROTECTED) ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT H�' LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT _1*11-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT "tom LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) Q CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE V V QS SMOKE DETECTOR (AFCI PROTECTED) SMOKE/CARBON MONOXIDE COMBO DETECTOR (AFCI PROTECTED) ITI THERMOSTAT -OPB PUSH BUTTON SWITCH GARBAGE DISPOSAL (GFCI PROTECTED) GARAGE DOOR OPENER @gf MEDIA /SWP BOX O EP ELECTRIC PANEL ELECTRIC METER su DISCONNECT EMERGENCY LIGHT Q� TELEVISION OUTLET TELEPHONE OUTLET CHES n DOOR BELL CHIMES 0 WIFI HOTSPOT DATA/TV 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 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM ITb ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP 2PA ELECTRIC METER IN NEMA PANEL LIM 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1#4 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL RISER DIAGRAM ALTERNATE 0 a 0 N 0 N 1- S a_ o U -3. rM� M 0 ul) � O 00 A� M U cd c� bb tz N � *PulteGro-up- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte ! PLAN NAME Hi h ate NPC CHfM NU ER 2811.500 SHEET E1.11 n 0 a U V N W 0 a U- CD 0 CV 0 CV of N 0 Z J m Fo _ 0 o1, 0, In. CV ~ `\ w , \ LL oc °C r `, o / 1 i" / U o Q �, I \ W1 1 1 1 � -.-r'- I- ------------- - Cl a a 1 1 1 �O 1 1 7 Al/V1Va '1dOr ' LLI , � 1 ' w ' 1 , 1 I 1 Q a ------------------- 0 0 �,X M . 'ldO J 0 0 0 J L.� 0 141 FIRST FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-0' (NOTE: SCALE 1/8" = 1'-O' ON 11x17 PAPER) n m .*—,a cm on ~ C) , m , M1 / CC , G O in Lu W Q I0:19 1dO ---------------- w' C3 " / F-7 I I�X �I Q 1 CD Q ' U ' N \ 0 Z <; >Z oW C, z , 1, 1, 11 1 , 1 � 1 ` 1 � 1 � 1 ` 1 ` 1 ` 1 ` 1 ` 1 ` 1 ` 1 ` 1 , 1 , 1 , 1 , 1 , 1 1 , 1 1 ; 1 , I , 1 1 I , 1 , 1 , 1 , 1 1 I I 1 , I , 1 I 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I I 1 1 I 1 I 1 I 1 � 1 1 1 1 1 I I 1 1 1 I 1 I 1 1 , I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 I 1 1 1 1 � 1 ` 1 1 1 1 1 1 1 � 1 � 1 1 1 ` 1 1 � 1 � 1 1 1 1 1 I � 1 1 1 � 1 � 1 1 1 1 1 ` 1 ` 1 I I 1 I � I ` I 1 1 1 1 1 I 1 1 1 1 1 1 1 / 1 I 1 / 1 1 1 1 1 1 U I W I 1 0 z 2'-0" TYP. SPACING METAL STUD, TYP. 1-0 " 2 TYP. SPACING END NAILS, TYP. -20 WOOD BLOCKING INSIDE METAL L-WOOD BLOCKING STACKED BETWI TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS PLATE, TYP. TOP OF STACKED BLOCKING METAL STUD, TYP. 2x6 WOOD STACKED BETWEEN BLOCKED METAL STUDS, TYP. WOOD BLOCKING INSIDE METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE a u")u- END NAILS, TYP. y CHASE OUTLET LOCA11ON 110V DUPLEX OUTLET LOCATION 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING AL . N.T.S. ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) Oq STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. BE SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) ffSWITCH, 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 v v> PROVIDE FRAMING SUPPORT FOR FIXTURE QS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) © SMOKE/CARBON It ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT -APB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH CHIDES TELEPHONE OUTLET XY GARBAGE DISPOSAL (GFCI PROTECTED) DOOR BELL CHIMES GARAGE DOOR C• WIFI HOTSPOT OPENER DATA/TV 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 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 1-2" PVC CONDUIT 1 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 'TbfIt7til I I ( I I III ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP G 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 nallillamill ._III.. II... II.,.1I _ I 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE co O rz 0 ul) � O IT AL0 MCrN7:1 N U� J^ � tz N rc tp u I It e te PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2811.500 SHEET ##### THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY 2'-0" HB LANAI OWNE TS SUITE r-------------� I I I , I I , GATHERING ROOM o I I i N CAFE N 2'-3" T 1 -9" I I ------ L-------------co 0 I CV 1 O I i IV 7 0. BATH --..._ __ P _ =_=-- WIC L I " 2'-4" ' I 1 0 ------------------------- KITCHEN 0 JI 12'41 BEDROOM 4 r----- ==- T LAUNDRY � ; 1 1 1 1 1 I 1 1 : X Q _1 1 1 1 1 I ii i L-___-___-_-.l Ln O 1 1 1 II 1 II I II I 11 1 --J 1 1 II I II 1 11 1 11 I 11 1 NOTE: ALWAYS BEDROOM 2 LOCATE DRYER TO RIGHT OF WASHER ENTRY O31-3s 5 I-0 s 1,- I X I 2 CAR GARAGE FOYER BATH 2 o � BEDROOM 3 HB `V -o 0 a o PORCH o O ti N a 0 0 N O N N FIRST FLOOR PLUMBING PLAN a Z SCALE 1 /4" = 11-0- (NOTE: SCALE 1 /8" = 1'-0" ON 11 x17 PAPER) 0 J c! co r-+ 00 cn 0 => 00 L\ T A IT T Q\ U 0 bb -2 c� � N C> *PultoGroup- ' PRODUCT MANAGER I RELEASE DATE: xx/xx/xxxx PROJECT TYPE in. Y T SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CH NU ER 2811.500 SHEET Pi .11 A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 6th EDITION (2017). WHERE MORE STRINGENT CODES ARE ADOPTED, THEY SHALL GOVERN THE WORK. 2 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, 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 ENGINEER'S SEAL APPLES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE. 6. ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-POSITIVENLO& POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 1&0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-10 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE 'C' 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A WNNMUM 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 POUFS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. 2 All FILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8'. CONFORM TO ASTM D 1557. 1 GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. 4. FOOTING BACKFILL AND UTILITY TRENCH BACKALL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED N LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT EE 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 SEALED. D. CONCRETE: 1. CONCRETE SMALL CONFORM TO THE *BUILDING REQUURENIENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWNGS AND SPECIFICATIONS. 2 DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (UAO.k 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 HILL - 2 INCHES CLEAR d. WWM USED N SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER N THE MIDDLE TO UPPER h OF SLAB AT 34T SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS 7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED N POSITION PRE TO PLACING CONCRETE. 8. PROVIDE SI.EEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. 9. CONCRETE PLACEMENT SHALL BE PER RECOWiENDAMO NS N AC 614, AC 301, AC 318 & AC 332. 10. SUBS ARE DE9G ED AS UNREINFORCED PLAN CONCRETE SLABS ON GROUND. 11. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SIAB A MINIMUM OF 1'. ALL SAW CUTS ARE TO BE MADE V0 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS N A 3.5' SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS N A 4.0' SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.4xW1.4 VIM WIRE REINFORCEMENT FABRIC (WWWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE V TO 2 Y N LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE NTH THE MANUFACTURER'S RECOMMENDATIONS SYNTHETIC HIBERS SHALL COMPLY NTH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUDDING OFFICIAL. E. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 0 (V O N CV i .a 0 Z 0 MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. MASONRY UNITS SHALL MITT ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (I'm = 1,500 psis L14TS SHALL BE NORMAL WEIGHT, 8' x 8• x 16', TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHEIW UNITS SHALL HAZE A ROUGH TEXTURE FOR STUCCO APPLICATION. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR V. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSL VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILED CELLS FILLED WITH COURSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD N POSITION AT THE TOP AND THE BOTTOM AND AT A MAXINN SPACING OF 8'-0' U.N.O. ROWMXNT SHALL BE PLACED N THE CENTER OF THE MASONRY CELL, TYPICAL., UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED N BOND COURSE. EMBEDDED MOM OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAD N RUNNING BOND U.N.O. OVER ALL MASONRY OPENINGS N WALLS PROVIDE LNTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS VERTICAL FILLED CELLS SHALL HAVE A MNILNI OF (1) J5 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD AC HOOK AT THE TOP, LAPPED AND TED TO THE HORIZONTAL REINFORCING N THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE WON LAP MINIMUM BEND DIA. MINIMUM AC HOOK 14 20' 3' 10, J5 25' 3-3/4' 10' 16 34' 4-1/2' 11' 17 42' 5-1/4' 13' F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO BE: CLASS 'B'. MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. 4, FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. 5, DOWELS BETWEEN FOOTINGS SHAD_ 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 SHAD. BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8' -3/8' 64 in +/- 1/2' -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2' G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE NDS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER 016' O.C. FOR WALLS 9'-5' OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 20 SPF OR SP NUMBER 2 OR BETTER 016' O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS M 24' O.C. MAX. 5. LUMBER IN CONTACT MATH 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) 2A 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. 8, SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. 10. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12' O.C. UNLESS NOTED OTHERWISED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. 13. ALL FASTENING SHALL FOLLOW TABLE R602.3(1) U.N.O. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24' O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16' (INCHES) O.C. MAX OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 N ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 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 AC 355.2 AND ICC-ES AC193. 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 AC 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON `DTEN HD'PER FL PRODUCT APPROVAL F5730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON-CORR09W ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF AC 355.4 AND ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS SHALL BE SIMPSON SET-XP'PER FL PRODUCT APPROVAL j15730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL P6230.1. SIMPSON AT-XP' MAY BE SUBSTITUTED FOR SIMPSON SET-XP'. 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE SIMPSON POWDER -ACTUATED FASTENERS'PER FL PRODUCT APPROVAL P5730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF AC 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON 'BTEN SCREWS'PER FL PRODUCT APPOVAL 12355-R4. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS 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 1/27 DIA CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON STRONG -BOLT TW/ MIN, 2 3/4' EMBEDMENT DEPTH AND 4'EDGE DISTANCE. b) 1/2' DIA. SIMPSON `NTEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON 'TITEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2' DIA. F1554 GR. 36 ATR W/ NUT & 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. SAIL PLATES SHALL BE TREATED WITH OSO N OCTABORATE TETRAHHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 13. BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. It CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. WSPLACED 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 Y4* DIA. HOLE 6' DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36' LONG #5 REBAR WITH SIMPSON TYPE 'SET' EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12' LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. IF THE WAIL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX. 16' HIGH AND 4' WIDE AT THE FLOOR. DRILL HOLE AND INSTALL A 32' LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO RE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS. 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-Y4' FROM ANY EDGE FOR )f BOLTS AND 3)' FOR )c AND r BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5' MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24' TO 16'). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM )¢ x 6', OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE 'SET' EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6' MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL IN THESE DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3' NAILS). WHEN GAP IS GREATER THAN 1 1/2', INSTALL NEW ANCHORS. 4. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY )fi OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN )' AND I )¢ , GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1)�, CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS (1-3/8-FOR A 2X4 STUD OR 2-3/16-FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS (2-1/8-FOR A 2X4 STUD OR 3-5/16-FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/471-1/2' SOS SCREWS, FOR MULTI -PLY 2X STUDS USE HSS2-'j'-SDS3 WITH (12)-1/4'x3'SDS SCREWS, WHERE '#'CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOP/BOTTOM PLATES a. FOR PLUMBING/MECHANICAL UTILITIES A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2-WIDE AND MUST BE FASTENED NTH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/2-TO THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS (LOSER THAN 1 TROM THE EDGE OF THE PLATE. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS TABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2'BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTILIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3' WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7' ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2 THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS KAYCAN VINYL SOFFIT IS INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1 3. 1Z WIDE SOFFIT PANELS ATTACHED TO BUILDINGS AND EAVES WITH 12F-1 & 12F-2 SYSTEM REQUIREMENTS AS NOTED IN EVALUATION REPORT FL12194-R9 ARE CAPABLE OF WITHSTANDING MAXIMUM COMPONENT & CLADDING DESIGN PRESSURES OF +/-40PSF. FOR DESIGN PRESSURES EXCEEDED +/-40PSF, SOFFITS SHALL BE ATTACHED PER 12F-3 OR 12F-4 SYSTEM REQUIREMENTS IN EVALUATION REPORT FL12194-R9 AND ARE CAPABLE OF RESISTING MAXIMUM COMPONENTS & CLADDING DESIGN PRESSURES OF +48PSF &-64.2PSF C & C Pressures (Ps=A*Kzt*ps30) (ASD Values) Based On 10psf 'A� Roof Pressures Wall Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 14.8 -23.6 14.8 -41.0 14.8 -60.6 25.8 -27.9 25.8 -34.4 DESIGN PRESSURE CALCS DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWAB VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMEN Components and Cladding Pressures (ps =A*Kzt•ps30) (ASD Values) Description Zone Width (ft) Height (ft) Effective Positive Pressure (psf) Negative Pressure Area (ft2) (psf) 16070 OHGD --- 16 7 112 21.9 -24.4 3080 DOOR 4 3 8 24.0 24.4 -26.6 6080 SGD 5 6 8 48.0 23.2 -29.2 4010 FIXED 4 4 1 4.0 25.8 -27.9 25SH 4 3 5.25 15.8 25.1 -27.2 24SH 4 4 4.166667 16.7 25.0 -27.1 25SH (2) END 5 6 5.25 31.5 24.0 -30.9 25SH END 5 3 5.25 15.8 25.1 -33.1 (2) 26SH END 5 6 6 36.0 23.8 -30.5 25SH (3) 4 9 5.25 1 47.3 23.2 -25.4 E S 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. FN =HELD NAILING C.G. SN = SIDE NAILING C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. 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 Y. SIM = SIMILAR Y. ATR = ALL THREADED ROD Z. S.C. = SAW CUTS AA. C.J. = CONTRACTION JOINT AB. DEN = DOUBLE EDGE NAILING AC. COL = COLUMN AD. REIN = REINFORCEMENT AE. PLT = PLATE AF. CANT. = CANTILEVER AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER C.O.A.# ARCHITECTURE: AA26002802 C5 a 0 CV O N c� a�. 0 U L_O C t'J � v� O 0 M 00�0 �I r AL0 v aN v� UA 0 cz • •O bbb � r-i N 14.4 *PulteGir, Qz,, PRODUCT MANAGER RELEASE C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Famfl ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 12/3/20 DATE `%jIII11i) ' PLAN NAME Highgate NPC CHI NU ER °• 86°z 2811.500 STATE OF SHEET ///,MAL SO.1 �. Ll oillm m- Ll a (1) 15 REBAR wl 25' LAP U.N.O. CMU COL. PER 8* C.M.U. FINISH PER ELEV. PLAN OIL-O,-O. FINISH GRADE 00 MONOLITHIC FOUND. ------ W/ (2) #4 DIA. RODS CONT. ON CHAIRS 9' STAR -TER -0. COURSE _ . . �1-4- 0 2ST Y ALT. CMU SEAT 0 -V� FROM Fol � EXTERIOR MASONRY WALL FTG TOP OF SLAB PAVERS OR SLAB PM SLOPE SPEC. I I CONCRETE FOOTING PER PLAN PER PLAN MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1/2*=1'-0 3/4' RECESS IN SLAB 10 1/2' 8* C.M.U. WALL FINISH 3/4' RECESS IN SLAB FINISH FLOOR— PER ELEVATION FINISH FLOOR - �23\ SLOPE MONOLITHIC FOUND. wA2) #4 DIA- RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2'=1'-0 RECESS WITH PAVERS 2x P.T. PLATE SECURED TO SLAB wl 2x AT 24'0.C. MAX Y P01110 ACTLIA11D FASTENERS OR TAPCONS 0 1C O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS I If O.C. STEP PER PLAN SLOPE 0. 6 1l2p (1) 14 ROD CONT ON OM UNO STEP CONDITION THICKENED SLAB @ GARAGE (NON-BEARINg--- SCALE 1/2"=1'-O PVC SLEEVE 1'4 6 2 STORY Fu \\, BEARING PENETRATION DETAIL SCALE 1/2-4-0 I CMU COL PER PLAN —#5 REBAR w/25" MIN LAP oL-O'-O- SLOPE IF m CONCRETE FOOTING PER PLAN PER PLAN iers) MASONRY WALL CORNER ON SPREAD FTG. SCALE 1/2*=I'-0 �-4 8' C.M.U. WALL FINISH PER ELEVATION SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS .1 n-wCONT. ON CHAIRS. 1'-4! 0 2 STORY RECESS WITH 2x P.T. PLATE SEW TO SLAB v/ --\ ,V POWDER AMU FASTENERS OR TAP= 0 IC O.C. OR (2) ROWS 12d GUN NAILS 0 If K START SLOPE HERE----\ SLOPE 8' C.M.U. FINISH PER ELEV. FINISH FLOOR FINISli MADE PENETRATING PENIEIRATING PIPE MONOLITHIC FOUND. wA2) 14 DIA. RODS CONT. ON CHAIRS PVC SLEEVE SCALE: 114'4-0 —15 REBAR w/25" MIN LAP m CD (1) 15 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS l' 0' EXT. MASONRY WALL @ GARAGE SCALE 1/2*=1'-0 POURED CURB FINISH GRADE —MONOLITHIC FOUND. wA2) J4 DIA. RODS CONT. ON CHAIRS W SQUARE C.M. COL PER PLAN (2) 15 REBAR w/ 25' UP MIN. 0 EACH FILLED CELL OILOI-O* SLOPE PAVERS OR SLAB PER SPEC, CONC. FOOTING PER PLAN PER PLAN rq--DMASONRY COL. ON SPREAD FTG. 2-gl2* 0 IMPACT GROUT BED I DO Do' PA PAVERS PER SPEC DOOR PER SPEC ca— PAVERS PER (-3� Q— DOOR PER SPEC (THICKNESS VARIES) (THICKNESS DOOR THRESHOLD SPEC (THICKNESS DOOR THRESHOLD PER PLAN E SLOPE SLOP F.E. I SLOPE V AK -0" $6-T PER PLAN >< ALT. BRICK OL PER PLAN 00 . .. .... loo lc::, THRESHOLD 00 M II I1IF (3 MONOLITHIC FOUND. F, '-0" MONOLITHIC FOUND. MONOLITHIC: FOUND. W/ (2) #4 DIA. RODS q l'-4* 0 2-STORY wA2) 14 DIA. RODS wA2) #4 DIA. RODS l'-4* 0 2-STORY L L CONT. ON CHAIRS CONT. ON CHAIRS CONT. ON CHAIRS ALT. FLUSH BRICK 1'-4- 0 2 ST&Y EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD UTERIOR DOOR SILL @ ENTRY (Concrete) SCAM 1/27=1'-0 SCAM 1/2*=1'-0 SCALE: 1/2*=1'-0 (1) 14 ROD CONE ON 2x AT 24'0.C. MAX. CHAIRS TYPICAL 3 1/2' CONC. FINISH GRADE --\ SLOPE SLAB 1/2' G.W.B. EA. SIDE ..... ..� •.i•. rarl. FLUSH CONDITION THICKENED SLAB EDGE PAVERS TYP. (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM VERTICAL DOWEL - AS REUD IN PLAN I# SPLICE REINF. PLACEMENT AT FTG. CORNERS SCALE 1/2*=I'-0 SCALE: 1/2'=1'-0 8' C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) (1) 14 REINFORCMENT SEE FOUNDATION PLAN 4 BAR CONT. CONC. PER SCHEDULE — Uj SLOPE TO BRAIN MONOLITHIC FOUND. W (2) #4 DIA. RODS CONT. ON CHAIRS SHOWER RECESS SCALE: 1/2'=1'-0 CORNER BAR WITH 25' MIN. LAP SPUCE EACH SIDE. SAME SIZE AS CONT. FOOTING STEEL NUMBER OF CORNER BARS EQUALS NUMBER OF CONT BARS NUMBER OF REBAR PER PLAN C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E.#86025 FLORIDA 12-/3/20 DATE.,,,%% STATE OF ��''SSrowA►. E�.• O co co 0 ul) 00 � u-j U o m Co N 1� lirPulteGroup- PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famfly SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHI NU 2811.500 SHEET s1.o li rn 3 v 0 v 0 N 0 N N 0 �zm F 0 a C 1 C '}LJl-0" 30'-0" 10'-0" 3'-11/2" 8" 7'-O" L.8"11 4'-51/2" 8*11 10'-2" 8" 1, 2'-7" 9'-0" 24"x240x12" CONC. FTG. w/ F03C S1.0 VERIFY M.O. VERIFY M.O. #4 BARS 6" O.C. EA WAY .1 lei Inial —loin w/ OPT. � 1 F01 --- ( F01 --- Ili I& SCREEN 0 a ENCLOSURE N F11 ... • s1.o I s1.o • s1.o o to -1 1'-2 1/2" 6'-8" 2'-11/2" a N CV � a I 1 CD a N 1 VERIFY M.O. M I CJ • • • • I 1 M 0 [1 CJ • g" 3'-0 1 /2" F07 I o S1.0 o I • N O I ' 51 2' I a I00 w> • I a r I • • 0 I F26 CJ • o I o • a I �M l I I. I • I I N O � F01 •- 00 0 I I • CJ CJ I • goo REFER TO ARCHITECTURE FOR ACTUAL WALL LOCATION • t"t- L--------- °0 ` SLOPE STARTS ' 1; I CJ I HERE II d- 1 I I Lo I • 20'4 " I sF1�o VARIES e o CJ I D �n • ^W N I FO7 S1.0 KM Ws CJ S1.0 F04 5 RIFY M.O. M 3'-4" 5 " I CJ F01 S1.0 • - J • o W F01 1.0 J �. L - •• isiol "' • a • I • • ^I •• •• • VERIFY M.O. VERIFY M.O. 1 • N ) " / N 1"1p 1-9 8 16-8 [8� 1-9 2- 11 1 2 �8-' 7'_0" g" 2 -11 1/2 21'-6" 4'-3" 14'-3" FOUNDATION PLAN 401-0" SCALE: 1 /4"=1'-O" LEGEND SYMBOLS ❑• 8x8 FILLED CELL W/ #5 REBAR AlT 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE 0 8x8 FILLED CELL W/ NO REBAR REQUIRED 45' CMU - FILL CELLS W/ #5 REBAR 12xl2 FILLED CELL W/ (4)-J5 REBAR E— ELEVATION INDICATOR - ELEVATION NOTED IS YY RELATIVE TO FINISH FLOOR DATUM = 0'-0- DETAIL INDICATOR XX FLOOR SLAB NOTES: 3 1/2" 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6- AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN -L' SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36' (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12' (305mm) APART, WITH THE FIRST BAR PLACED 2- (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS C.O.A.# ARCHITECTURE: AA26002802 o� co 00 en :1 O I 0 V) L\ � O O A� V� co TS o � w b� N � '*PulteGrou - PRODUCT MANAGER I RELEASE I DATE: XX /XX /Xxxx C.O.A.# ENGINEERING: PROJECT TYPE 29349 Sin le Famil O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 12/3/20 DATE `NIIIIWIII/Jt/ ♦♦♦��ypMIN PLAN NAME �v. Hi h ate NPC CH NU ER 5 12811.500 r STAT SHEET ORID %�Fss . C�`. ' '�a,� SIM AI *ti �� ��♦ 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 #5 BOTTOM OF LINTEL CAVITY F16-18T LL-QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH 15 REBAR AT TOP MIN. (1) REQ'D 1-1/2- CLEAR W a J CMU 0o z l GRWT �,o #5 REBAR AT BOTTOM OF LINTEL CAVITY 7-5 8" BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH LEGEND DETAIL INDICATOR ® LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO S-4' DOUBLE S ------- S-5" - 6'-O' DOUBLE 2x8 ------- 6'-1" - 8'-6' DOUBLE 2x10 2 JACK STUDS EACH END. e-r - 12'-6' DOUBLE 202 2 JACK STUDS, EACH END. #5 REBAR IN VERTICAL GROUT FILLED CELL 1 ROUGH OPENING BELOW MITER LINTELS BY FIELD CUTTING ► - - IIc l' PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAIL w NIS WALL BASE PLAN, #5 CORNER DOWELS INSIDE AND ❑UTSIDE OF VERTICAL #5 BAR AS SHOWN d mool". COLUMN BELOW C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12/3/20 DATE `,,11111111/7 MAI 10 i Q E OF SfoNA� W � o o� v 00 M TA4 O V� . O o- 00 A ulj �1 O v� .I..r N M Um O bA N � PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET S2.1 v+ 3 c 0 CV V) 0 `m 0 U 0 CV 0 N CV N 0 Z ROOF FRAMING PLAN SCALE: 1/4"=1'-0" 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 D(TERIOR SHEATHING TO BE MINIMUM 7/16 - APA RATED SHEATHING. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2)V 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 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) SDWC15600 AT EA PLY. C) (1) SDWC15600 MAY BE USED ON JACK TRUSSES 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEEMNG PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND DETAIL INDICATOR $FIT 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 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E.#86025 FLORIDA 12/3/20 OATS`,`��1II!!!� STATE OF PIOR{OW! • % u - t— 4 00 � O 0 VJ � O 00 A� �j U0 co 0 cz � >� c" N � lkPlulte u'Jlp" PRODUCT MANAGER IRELEASE I DATE: xx/xx/xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Hi h ate NPC CH NU ER 2811.500 SHEET S31 CONTINUOUS STRUCTURAL SHEATHING TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING SEE PLAN AND DETAILS FOR ATTACHMENT DETAIL AT RAISED HEEL PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA SEE ARCH. DRAWINGS 2x BLOCKING AT SHEATHING EDGES NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). BOND BEAM PER PLAN 7— 1 SHEATHING PER PLAN R01 "ROOF TRUSS ON MASONRY Z 0 121 ZX a o STRUCTURAL SHEATHING CONTINUOUS AT TRUSS HEEL, w/ SHEATHING EDGE NAILING REQUIRED. FRAMING PER PLAN WHEN 9-1/4' < "D" < 15-1/4': SOLID 2x BLOCKING BETWEEN Z TRUSSES ATTACHED TO TOP a PLATES w/ 8d NAILS 0 6' O.C. ,� z ALONG LENGTH OF BRACED N W WALL PANELS 0 SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. 2x BLOCKING BETWEEN TRUSSES w/ (3) 8d INTO SUPPORT • EA END TO ADJACENT TRUSS OR TO TOP PLATES SHEATHING PER PLAN TRUSS SCREW THRU LOCATION OF BRACING AT TOP PLATES TO TRUSS[VAULTED TRUSS. DETAIL AT RAISED HEEL TRUSS SCREW O 0 NOTE: PER PLAN VCONTINUOUS BRACING TRUSS MANUF. REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). FRAMING PER PLAN 1Q TRUSS SCREW THRU TOP PLATES TO TRUSS (D TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL R02 ROOF TRUSS ON FRAME 20 BLOCKING AT '-0'-:] � __ I O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS BOND BEAM PER SHEATHING PER PLAN PLAN AND SCHEDULE META16 AT BLOCKING w/1/4' 8' CMU WALL SEE PLAN MAX. GAP FROM TOP OF FOR VERT. REINF. WALL TO BOTT. OF BLOCKING R 0 7 .WALL BRACING AT NON -BEARING EXTERIOR WALL STRUCTURAL SHEANK PER PLAN PRE ENGINEERED --- TRUSSES AT 24' O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN /SHEATHING AND SCHEDULE PER PLAN RAon WALL BRACING AT BEARING WALL (8) 10d NAILS EACH ' 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 CONDTKONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED AVE (5) CONSECUTIVE LOCATIONS. ATEACHMISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. 3. NOT ACCEPTABLE ON MULII-PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. R13 MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6' USE ONE 2x4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 'L' BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4' TO 13'-O' USE ONE 20 'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH 'L' BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d EA. OUTLOOKER 20 OUTLOOKER PER DRAWINGS 2x4 FASCIA - SHEATHING PER PLAN. - OR -W - GABLE TRUSS PER PLAN 20 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS _ EDIMENT BLOCKING @ GABLE -VALLEY SET TRUSSES AT 24" O.C. -ROOF SHEATHING PER PLAN -MIN. 9' LONG 20 GA. FLAT STRAP w/ (8) 10d -SHEATHING PER - OR- 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. ona 1VALLEY SET OVER FRAME SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24' O.C. SHEATHING PER ARCH J �- 10 FURRING AT INSTALLED PER MANUF. MAX. 16' O.C. w/ (3)1Od AT EA TRUSS sot EXTERIOR CEILING FURRING SCALE: N.T.S. VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN SHEATHING PER SHEATHING PER PLAN. -OR- PLAN. 1 SDWC15600 TRUSS SCREW 2x4 PURUN 0 EA VALLEY () TRUSS. NAIL TO COMMON TO EVERY TRUSS BELOW TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL ® 8' O.C. 2x4 BLOCKING AT DIAGONALS ONLY. 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH ATTACH AT EACH END w/ (2) 12d END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING TOENAILS. NAIL SHEATHING TO AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK STRUCTURAL SHEATHING PER PLAN — BLOCKING AT 6' O.C. w/ MINIMUM FROM GABLE TRUSS. 2x4 LADDER FRAMING AT 24' O.C. REQ'D AT 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, SIDE OF BLOCKING. TOP CHORD w/ (2)-16d NAILS AT 24" O.C. NAIL TO OPPOSITE SIDE OF BLOCKING. CONT. 20 w/ (2) 12d NAILS STRUCTURAL SHEATHING Z,.,-2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO PRE-ENGINEERED WOOD BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 TRUSSES AT 2'-0' Q.C. MP.Y 3 SEE PLAN FOR ATTACHMENT OF ALL ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48 STRUCTURAL SHEATHING. O.C. @ APPROX. 45-DEG ANGLE. TRUSS ANCHOR 3 CONN. CHART 1. AT VERTICALS 3'-6' TO 6'-6" USE ONE SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP 2x4 'L" BACK. 2x4 � NAILED w 2) ROWS tOd GUN NAILS ®8' O.C. / ( BOND BEAM PER PLAN-, SIMPSON A23 w/ (8) 10d x 1-1/2" 2. AT VERTICALS OVER 6'-6' TO 8'-4" 'L' j'��(2) (ONE ON EACH SIDE OF BRACE TO TOP PLATE). 2 SHTG USE (2) 2x4 BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW SIDE NAIL ALL 'L' BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6' O.C. NOTCH 'L' BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10' STRUCTURAL SHEATHING CMU ANCHOR BOLTS AT 4'-0' O.C. MAX. w/2'x2' PL. SEE PLAN FOR ATTACHMENT WASHERS AND 7' EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w 12d's AT 4' O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED / CONDITION, SEE PLAN AND DETAIL. / CONT. 2x4 2x4 NAILED FLAT TO TOP OF BRACE (7 2x6 NAILED CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN ® TOP STRUCTURAL NAILS 0 8' O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48' MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING % BRACE SPLICE SHOWN PER PLAN \ 2x4 BLOCKING AT 48' O.C. \ / 3 TRUSS BAYS WOOD FRAMING 2x6 NAILED ®BOTTOM PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE (R09 GABLE END TRUSS BRACING DETAIL ILTI GABLE END —FASCIA SEE ARCH. A BLOCKING DRAWINGS 3. AT VERTICALS OVER 8'-4" TO 13'-0" 8" CMU WALL OR USE ONE 20 'L' BACK AND AN LINTEL, SEE PLAN SHEATHING PER ADDITIONAL DIAGONAL BRACE IS REQUIRED FOR REINFORCEMENT PLAN AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH MASONRY 20 DIAGONAL BRACING w/ (5) 12d THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ \ COMMON NAILS TO BLOCKING AND 'L" (THE 12d's AT EACH END. ADDITION TO TO THE BACK. UNLESS NOTED SECOND DIAGONAL, ANSTRONGBACK IS OTHERWISE PLANS, PROVIDE ALSO REQUIRED AT THESE VERTICALS AND A ONE BRACE AT THE PEAK AND THE MUST BE ATTACHED TO EACH 'L' BACK REMAINDER AT 48' O.C. DIAGONALS WITH (2) 12d's AND ONE SIMPSON H2.5A OVER 8'-0" MUST HAVE AN OR ONE LISP RT5 CONNECTOR. TRUSS ANCHOR ADDITIONAL "T'BRACE ATTACHED SEE CONN. CHART TO THE NARROW EDGE w/ /12d's SIDE NAIL ALL 'L' BACKS AND FRAMING PER PLAN AT 6' O.C.. 'T' BRACE LENGTH TO STRONGBACKS w/ 12d's AT 6" O.C. NOTCH BE THE DIAGONAL'S LENGTH MINUS 'L' BACKS AT TOP AND BOTTOM. 12' FROM EACH END. WOOD �y�CH HIP GABLE TRUSS BRACING DETAILR09B 'X" = 10% HOUSE WIDTH — O RIDGE GABLE END BOSTON HIP "X" = 10% 'X" = 10% OF O HOUSE WIDTH � HOUSE WIDTH 3 x x x O (D 7 x x-- x <° RIDGE RIDGE GABLE END x x GABLE Ix HIP X 1-N—C3, ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE: 7/16' SPAN RATED PLYWOOD OR OSB 8d RING SHANK 0.113' x 2-3/8' 1 2 3 OFFSET DIMENSION "X" = 10% HOUSE WIDTH 'X" 'X" OR o�15/32' SPAN RATED PLYWOOD 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. 19/327 SPAN RATED PLYWOOD w/26 GA. NU I L5: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X' OFFSET FROM ROOF EDGE. 30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE R11 ROOF SHEATHING ATTACHMENT DIAGRAM 2x4 LADDER FRAMING AT 24' O.C. REO'D AT — OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2x6 w/ (2) 12d NAILS � STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 8'-0' BACK FROM GABLE TRUSS. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND ®32' MAX. SPACING IF LENGTH IS LESS THAN 4'-0" USE 20 'L' BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 20 "L" BACKS. NAIL "L' BACKS w/12d 012'O.C.(NOTCHED 0 TOP w/2-12d TOENAILS 'L' BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLAN) PARTIAL GABLE END TRUSS DETAIL R09C - PARTIAL GABLE C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 El THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86026 FLORIDA 12/3/20 DATE yy I . 6025 "0 i 0 STATE O 0 CV O N 0 O M cf) 00 o 0 uo) v 00�0 A� v � N U `r' • -2 O � w H cat N � PRODUCT MANAGER RELEASE DATE: XX Ax /xxxx PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Hi h ate NPC CH NU ER 2811.500 SHEET S4.1 O O 00 O O O O C O O O Y C O O lol VIEDGES.ING AT ALL DE rSHEATHINGOTE- O STUD SPACING f DOUBLE 2 MID SP, BETWEE 2X P.T. SOLE PLATE w/ 1 ANCHOR BOLTS (10 + 2' O.C. MAX. w/7" EMBEDMEI 5/8" DIA. EXP. BOLTS AT W/1800 # ALLOWABLE TEP OR 1/2" DIA EXP. BOLTS O.C. W/1200 # ALLOWABL MIN. ALSO AT CORNERS & w/ 3x3 PLATE WASHERS W10 Ll 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 I%U U\ IV I VVIlunlIVI\ I Ull\ I VI% FOOTING SIZE AND LOCATION OAD BEARING WALL w/UPLIFT 12 PER ELEV. INTERIOR NG IN( STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" MIN 8d 3" O.C. 3" O.C. 12' O.C. ALL SHEATHING EDGES W02)GABLE END SHEATHING DETAIL AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. FASTENERS TO BE 1/8' DIA. MIN. AND EMBEDDED 3/4" MIN. MINIMUM SHEAR CAPACITY TO BE 150 f 2x ANGLE AS REQUIRED w/ (2) 10d TOE NAILS AT EACH END. STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN WINDOWS AND DOORS AND AT ENTRIES WITHOUT BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN BARREL FRAMING IS USED. STRAP INSIDE FACE OF WALL PER MTS16 FROM EA. TRUSS W10 WHEN TRUSS STRAPS TO HDR. INSTALLED ON INSIDE TRUSS BOTTOM (NON—SHEATHED) FACE OF WALL EDGE NAIL SHEATHING MANUF. 24�RD PER O.CO PER PLAN DBL 2X TOP PLATE BOTTOM 2X OF TOP SIMPSON H2.5A 0 TOP & BOTTOM OF CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. OPENING FRAMING (JACK STUDS ONLY) STRAPPING AT INTERIOR I EDGE NAIL SHEATHING TO TOP FACE PER PLAN PROVIDE 4$ LAP SPLICE w/ (3) 10d I I I PLATE AND TOP AND BOTTOM COMMON NAILS AT ENDS. NAIL PLATES I I I OF HEADER PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 16" O.C. _ _ PLATE TO BE SPLICED OVER A STUD. — — — PROVIDE 48" LAP SPLICE w/ (3) tOd — — — HEADER PER PLAN, (2) PLY COMMON NAILS AT ENDS. NAIL PLATES HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO MIN, ADD JACK/KING STUDS CONT. w/ 10d COMMONS AT 16' O.C. MIN. ADD110NAL JACK STUD AND CONN. REQ. PER PLAN. HEADER (MIN. 3 EA. PLY) AND CONNECTORS DOUBLE UPPER SILL AS REQ. (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. FOR SHUTTER ATTACHMENT TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM (1) SIMPSON LSTA18 AT 3" O.C. ALL AROUND HEADER EXTERIOR WALLS & SHEAR CENTER ON HEADER. OPENING WALLS ONLY, FASTEN CONNECT WALLS PER W10 DETAIL ® SHEATHING AT 3' O.C. All STRUCTURAL SHEATHING PER PLAN INTERIOR NON -SHEATHED WALLS AROUND OPENING (ON OPPOSITE SIDE OF WALL) DOUBLE SILL AS REQ. FOR DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. _ Z-1 SHUTTER ATTACHMENT 2x STUDS AT i6' O.C. - —- - - —�- SHEATHING PER PLAN ® EXTERIOR WAS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) EDGE NAIL SHEATHING I I I I (1) SP4 TO KING & JACK STUD U.N.O. I PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN II II II II NOTE: FOR EXTERIOR BEARING WALLS ONLY UMR)ITYPICAI FRAMED BEARING WALL 0"-16" MAX. GAP 2x4 FILL w/ 2' MAX. CAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. 1x P.T. SHIM NOTES: ALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL WINDOW AND DOOR ATTACHMENT DETAIL' FOR INSTALLATION _ DETAIL. INSULATION AS WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE PER SPECS. FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PRE—ENGINEERED ROOF PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. an ROOF SHINGLE ARCH FRAMING DETAIL (OR TILE PER SPEC) W13 TRUSS STRAP PER STRUCT. DETAILS REFER TO PLAN U FASCIA PER COMMUNITY SPEC SOFFIT & OVERHANG PER SPECIFICATIONS BOND BEAM PER PLAN i PRECAST LINTEL PER PLAN OPENING w/ PRECAST SILL PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS 0'-D" ___ FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. TYP. 1-STORY WALL SECTION W31 EBAR, CONT. IN BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. EBAR VERTICAL IN I FILLED CELLS, PLAN). #5 REBAR w/ A.C.I. STANDARD HOOK AT TOP. LAP PER GENERAL NOTES. —n EBAR VERTICAL ED 25' MIN. U.N.O. CLEAN OUT AT ALL D CELLS. =OUNDA110N PLAN BOND BEAM TOP COURSE DETAILS FOR FOOTING FORCING. LINTEL OVER OPENING - IV LtW I ml M) MICAUF ILLE�DC ELL DETAIL W19 MAY VARY, SEE PLAN 8' KNOCK OUT BLOCK w/ #5 BAR GROUTED SOLID 15 VERTICAL BAR IN GROUTED CELL 8' CMU WALL LAID IN RUNNING BOND. W18 STEPPED BOND BEAM OVER LINTEL NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING SAID COLUMNS PER Y SDS SCREW I IC ae. — STAGGERED EACH SIDE OF POST (RI ULINO N C O.C. ND emm PER PLAN ovERAIL spm) 4-KY. Y, x S' SDS SCREWS 5-PLY: Y, x 6' SDS SCREWS 6-PLY: Y, x r SDS SUM 7-PLW. Y, x 6' SOS SCREWS C316 OR EQUV. (TOP, MIDDLE AND BOTTOM) od MIS 16' O.C. I PLY) 20MY METHOD STUD PACK T (2)10d NAILS 16' O.C. (EO PL» FOR (4) PLY OR MORE STUD COLUMNS C.O.A.# ARCHITECTURE: AA260028M C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86026 FLORIDA 12/3/20 DATE``��4i1lII N .8 S of � r �� ' .FLORID,! • ' ��,� AL. C co v00 41 ` O 00000 A� M U • Q) -� vNiiiII It O 0 r� �.+ cf) N � *PulteGroup- c N v o N _0 O �1 L M caa cn cu a� � N D a N V) cn CO :2� ,-� W o Q 1-21 PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte 1PLAN NAME Hi h ate NPC CHED NU ER 2811.500 SHEET S4.2 At ct, 0a,/Cs