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HomeMy WebLinkAbout6426 Bradford Woods Dr,a 4 . : u It e �...zu APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE — THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: —FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL —2014 NATIONAL ELECTRIC CODE —BUILDING TYPE: VB , 40-O 68 -8 LOT SPECIFIC AREA TABLE Sheet Number Sheet Title Description TOTAL GO.01 Cover Sheet GO.02 General Notes :CONDITIONED SPACE A1.11 1st Floor Plan CMU—BASE PLAN 1850 SF A2.01 A2.02 Front Elevation & Details Side & Rear Elevations & Roof Plan 1850 SF :NON -CONDITIONED SPACE CMU—COVERED LANAI EXT. 154 SF E1.11 1st Floor Electrical Plan P1.11 1st Floor Plumbing Plan CMU—FRONT PORCH FM2 OR CO2 45 SF CMU—GARAGE 438 SF 637 SF 2487 SF CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 O K SHAL+•. i;UMPLY WITH PREVAILING ALL WORK �t CODES FLOROA BUILDING CODE, NATI&AAL ELECTRIC: CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVI���r pP)j-AYRNI p�A ;; LOT SPECIFIED PLAN INFORMATION Customer Name Highgate Address Community OAKS OF PASCOE ---- 042/01 ---- G o 0 N f? U ul) 0 `000 A � � (u N U c� ttbb w cn N C> *Pu lte P, n ,-� w cn 16-4 O x11 ull L ODUCT MANAGER LEASE TE: XX XX XXXX DATEAXWOM PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.520 SHEET GO.01 GENERAL NOTES GENERAL NOTES COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 DRYWALL — DO NOT SCALE DRAWINGS o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC — 1h" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING ACCESSIBILITY — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE —PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER WITH A TUB OR SHOWER TERMITE PROTECTION THAN 30 SF o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF REQUIREMENT. — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE THE ROOF FRAMING MEMBERS It I , " � SHALL BE ISSUED TO THE BUILDING DEPARTMENT — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF o MIN. ATTIC ACCESS SIZE IS TO BE 22"00" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 POCKET DOOR TREATMENT SPACE SITE ADDRESS FIRE—RESISTANT CONSTRUCTION — INSPECTION FOR TERMITES — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES A 20—MIN. FIRE —RATED DOOR GUARDS AND WINDOW FALL PROTECTION — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 —GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. EXTERIOR — �h" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE — WATER RESISTANCE CEILING WITHOUT HABITABLE ROOMS ABOVE — GUARDS SHALL BE MIN. 36" o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT — 5/8" GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE OF THE STAIRS PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A — %" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED ■ THIS IS NOT REQUIRED OVER CMU — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS STAIRS — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER — MIN. CLEAR WIDTH 36" R703.4 WINDOWS/DOORS o HANDRAILS SHALL NOT PROJECT MORE THAN 4 %" ON EITHER SIDE OF THE STAIRWAY — EXTERIOR PLASTER — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — MIN. HEADROOM 6'-8" o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND R703.7 — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 — MAX. RISE 7-3/4" — LATH o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS — MIN. TREAD DEPTH 10" o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 %" LONG, 11 GAGE NAILS HAVING MIN. 20" D —HANDRAILS A 7/16" HEAD, OR 7/8" LONG, 16 GAGE STAPLES, SPACE NOT MORE THAN 6" INTO FRAMING o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. o 34"-38" ABOVE SLOPE PLANE MEMBERS o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED THAN FOUR RISERS o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), PATH WITHOUT GOING THROUGH A GARAGE corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 ih o 1 %"-2" GRIP S!?E OR GRASPABLE FINGER RECESS inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 o MIN. HEIGHT 78" ELECTRICAL inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the o FINISHED FLOOR SHALL BE MAX. 1 1/2" BELOW TOP OF THRESHOLD — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS o IN EACH SLEEPING ROOM — SIDING — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 o OUTSIDE EACH SLEEPING ROOM o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o ON EACH ADDITIONAL STORY — MASONRY o FIXED AND OPERABLE PANELS IN DOORS o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR o BRICK IS TO BE INSTALLED PER R703.8 GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED SHOWER o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 POSITION — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER ■ GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS ROOFING AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS — UNDERLAYMENT R905.1.1 o WINDOWS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED o Unless otherwise noted underlayment for asphalt shingles, metal roof shingles, mineral —surfaced roll GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE roofing, slate and slate —type shingles, wood shingles, wood shakes and metal roof panels shall CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR conform to the applicable standards listed in this chapter. Underlayment materials required to • WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE comply with ASTM D226, D1970, D4869 and D6757 shall bear a label indicating compliance to the . BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. —GROUND—FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED standard designation and, if applicable, type classification indicated in Table R905.1.1. Underlayment shall be applied and attached in accordance with Table R905.1.1. • THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI AND CIRCUIT BREAKERS OR RECEPTACLES ■ Exception: A reinforced synthetic underlayment that is approved as an alternate to • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM) MEASURED — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED INKITCHENS, underlayment complying with ASTM D226 Type II and having a minimum tear strength in HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS accordance with ASTM D1970 or ASTM D4533 of 20 pounds shall be permitted. This o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND underlayment shall be installed and attached in accordance with the underlayment attachment WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT methods of Table R905.1.1 for the applicable roof covering and slope, except metal cap nails shall be required where the ultimate design wind speed, equals or exceeds 150 mph. SURFACE —NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING — FLASHING R903.2 FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and o WET AREAS shall be installed in a manner that prevents moisture from entering the wall and roof through GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT joints in copings, through moisture permeable materials and at intersections with parapet walls and TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS other penetrations through the roof plane. LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 WOOD — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.3.8 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD INSULATION VENTILATION / ATTIC ACCESS — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS VENTS ONLY PER R806.2 — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY c5 CV 0 U OO 0 O o� M r—+ Q) •� o .o 00 AW) y o` M cz c� o� C +' N r� � W as H 0 W PRODUCT MANAGER RELEASE DATE: XX XX XXXX EVA IDATEMMWTO PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Hi h ate NPC CHIM NU ER 2811.520 SHEET GO.02 I I 1 _ - 1 I 1 1 1 l 1 11 11 _ �' I'R!'i '1 T fly I I I'll '! ql I'I'l _I_I 40'-0"it LEGEND of MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DENOTES EMERGENCY ESCAPE & RESCUE OPENING If 7-1/41- DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN it FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. 12" CEILING TRAYS ARE TO BE RECESSED INTO THE LL TRAY UP TRUSSES 12" U.N.O. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -2x4 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 st FIRST FLOOR PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) -00 00 CN TB M L K - 11) af s 1 0. LLJ -00 ------------------------------------------------------------------ CD 00 12 It Alt 40 10 I TRCI 1 Dr—�n 1'-4" 8'-0" 1'-4" — — — — SOFFIT I I I 30'-0" 0 I � 16' 2Y" � COVERED LANAI EXT. 8'_4" �'-toy" 6'-s" �'-3y" I (3) 2 SH I (2 25 SH I I I I of I — — TRAY CEILING — — — I I I I 2'-4" 2'-4" OWNER'S SUITE 5'-5y" 4'-6y" I GATHERING ROOM I 608 SGD I I I I I I TRAY 1U� I I 6'-�" CAFE 5'-2" 2'- " 5'-1y" 7'-Oy" 3'-11y" 4'-1" 5'-9" o 'o � 0 I L— � — I " r I — — — o a � o o � w l l l O 3'-2" N — — — N ; cD 0 U llk 00 M N M U m � oA N 0 PutteG'� PRODUCT MANAGER k n LEASE TE: XX XX XXXX DATE 710N PROJECT TYPE ' Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHI NU ER 2811.520 c SHEET A1.11 PutteG'� PRODUCT MANAGER k n LEASE TE: XX XX XXXX DATE 710N PROJECT TYPE ' Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHI NU ER 2811.520 c SHEET A1.11 3 vi N c 0 w O L. 0 CV Q 0 CV E N U GJ W 0 M \'J I— n' W 00 4-0 rmz 0 v J O !"1 !0 u J => �^ W �\ Cl, V� � o c� oA cf) N 0 lkPu lte w Q Z O � c w O � w x PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME High ate NPC CHIM NU ER 2811.520 SHEET A2.01 I I. 11 1' 1 , I L I A ROOF PLAN SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) 0 ------------------ 0" OPT. GRIDS PER SAND FINISHED COMMUNITY SPEC OPT, 4" BANDING STUCCO 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. 2442 351648 8.140 1172.160 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/10.0) SQ. FT. SQ. IN. F SQ. FT. SO. IN. LIN. FT. V#EN 3.256 468.864 4 4.884 703.296 114 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY ARING 9'-4" 8 -0 T.O. WDW o O 1 00 OL 0' 0" 71, FINISH L I o i ! i� Q ---------------------------- OPT, GRIDS PER OPT. 4" BANDING COMMUNITY SPEC REAR ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) -- bo ---, OPT GRIDS PER-Afll - COMMUNITY SPEC OPT. 4" BANDING SIDE ELEVATION SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) TRUSS RING hh9'-4-4" 8� T.O. WDW o i I-SH 0'FLOOR lle SAND FINISHED STUCCO OIL TRUSS BEARING 9'-4" 8 -0 T.O. WDW o I 00 a' � 0'-0" FINISH FLOOR 0 CV 0 U O M 1 rq 00 M 0 vr ^ )00 L� O � O to �-i O -N N U TS o ul r-I N 0 *Pu Ite w 0 0 C� w 0 w 1 w PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHIn NU ER 2811.520 SHEET A2.02 low.= --- 0 ............. --------- GATHERING ROOM L— — — — — — BEDROOM 2 FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) Il ELECTRICAL SYMBOLS II STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OW/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 0220V STANDARD AFCI 220 OUTLET ® DW DISHWASHER OUTLET (GFCI PROTECTED) s4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT F LIGHT FIXTURE - EXTERIOR WALL MOUNT R LIGHT FIXTURE - LED DOWNLIGHT �,VPa 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 SO SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT O THERMOSTAT APB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ GARBAGE DISPOSAL CHIMES E�9 DOOR BELL CHIMES (GFCI PROTECTED) .f' GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV 1E s MEDIA /SWP BOX DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER • 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 1-2" PVC CONDUIT IL 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM I H Fil I I J- Tb ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP G COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I 1#4 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE CD W M v J\ n� i--� Lr) � o CN r I ?-1 c0 .� v _72$ o �..� r' ci w o� c N � *PulteC_".1 _. PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME ,Highgate NPC CHIM NU ER 2811.520 SHEET E1.11 I _ _ _ 11 1 1_ OPT ==-=-=-- _ --- --- --- FLOOD LIGHT -- COVERED LANAI EXT. I I I OPT. I FLOOD LICH' 1 1 1 OWNER'S SUITE F — —R � ' R ---- OPT; OPT. OPT. , IOPT_R�- ------ --_- `R.�OPT.I Q 2'-2j," %2,-10" 2'-10" I o 7weI GATHERING ROOM I 3'-9" 3'-9" 13'-10" CD J 1 CAFE --- - OPT, 4R�- n -rR�-' _ BEDROOM 2 T CD I -II o � o - I ________ O I o L y I � � N I IN SOFFIT—� WP/GFCI -- -------------------------------------- WP/GFCI ------------------------------------------------------------------------------- FIRST FLOOR ELECTRICAL PLAN OPTION SCALE 1 /4" = l'-O" (NOTE: SCALE 1 /8" = l'-O" ON l l xl7 PAPER) IN SOFFIT ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER ri RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OP/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 0220V STANDARD AFCI 220 OUTLET *IDW DISHWASHER OUTLET (GFCI PROTECTED) s4 f SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT 'i' PC LIGHT FIXTURE - PULL CORD ► ® LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT -0,r LIGHT FIXTURE - LED DOWNLIGHT P - LIGHT FIXTURE / VAPOR PROOF Z2 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 v v OS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT TO THERMOSTAT -� PB PUSH BUTTON �I TELEVISION OUTLET SWITCH CHIMES TELEPHONE OUTLET /O/ GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) .�" GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV MEDIA S MEDIA /SWP BOX DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER • 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L- 2" PVC CONDUIT IE 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM Tb Pi Ed I I ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL urp 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS _T�o_r L . . - 11#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE C5 CD U 211) C, N o0 c� o 0 VJ inN N F-� [�n 0IN VCIT) as � o � b�D cf) N � PRODUCT MANAGER RELEASE DATE: XX XX XXXX ENV DATE DESCWTION PROJECT TYPE Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.520 SHEET E1.12 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY CAFE -------- i GATHERING ROOM i I I I I I i I I L------------ 71 71 �, 00 ----------------- °O KITCHEN 0 12'-,Y" f_____ _-___- I 1 ]:L o0o OEO O ___________� BEDROOM 2 51-0" 3'-3" BATH 2 o BEDROOM 3 FOYER I � 00 II I I Iit I l i OI I I I II ,I -■ll'1 � �11 NOTE: ALWAYS LOCATE DRYER TO RIGHT OF WASHER X ISO OBI 2 CAR GARAGE FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) WA 0 N 0 U O t / t oo 0 v , O T ■■�� u, a� W a� 4.5 w U c as � o c� b 0 cf N 0 tPu Ite z t~ z 1-'y {.fir♦ ; 1 O 1 O t 0 t� x ! PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.520 SHEET pill A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 6th EDITION (2017). WHERE MORE STRINGENT CODES ARE ADOPTED, THEY SHALL GOVERN THE WORK. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE, ETC. 4. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE 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-POSITIVENL06: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-10 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE "C" C. 1. 2. 3. 4. 5. 6. 2. 3. 7. 8. 9. 10. 11, E. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. FOUNDATION: FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. ALL FILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8'. CONFORM TO ASTM D 1557. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. CONCRETE: CONCRETE SHALL CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE NTH EARTH BACK FILL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER ) OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1'. ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5' SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0' SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.441.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE )' TO 2 Y4" IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (fm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8" x 8' x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR "M". COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0' U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND 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 DIA. MINIMUM ACI HOOK #4 20" 3" 10" #5 25' 3-3/4" 10' #6 34" 4-1/2' 11" #7 42" 1 5-1/4' 13' F 1. 2. 3. 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 Y. 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 GR 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' 6=8 in +/- 1/2' -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2' G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE NDS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 2x4 (MIN) SPF OR SP NUMBER 2 OR BETTER 016' O.C. FOR WALLS 9'-5' OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPF OR SP NUMBER 2 OR BETTER 0 16' O.C. MAX (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS 0 24" O.C. MAX. 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 20 STUD WALL PROVIDE: (1) 20 KING STUD AND (1) 2x4 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 GAIN BEAMS SHALL MATCH PLY COUNT WITH V 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 LEGEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2 TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24' O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16' (INCHES) O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 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"O"A.229" PLATE WASHERS ARE ASTM/ASME B18.22.1. 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON STRONG -BOLT TPER FL PRODUCT APPROVAL #15731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON `TITEN HD'PER FL PRODUCT APPROVAL #15730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET-XP'PER FL PRODUCT APPROVAL #15730.6 OR SIMPSON AT-XP'PER FL PRODUCT APPROVAL #16230.1. SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIMPSON SET-XP'. 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 #15730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON `DTEN 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 115730.5. 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 `TITEN 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 TTEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2' DIA. F1554 GR. 36 ATR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 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 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 WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX. 16' HIGH AND 4' WIDE AT THE FLOOR. DRILL HOLE AND INSTALL A 32' LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. 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 AND/OR CURB CONDITIONS. A. PLYWD = PLYWOOD 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE B. OSB = ORIENTED STRAND BOARD MANUFACTURER, OR IS AT LEAST 2-r FROM ANY EDGE FOR )f BOLTS AND 3-Y' FOR )C AND Y4' BOLTS, THEN A C. NAILING: STANDARD EXPANSION BOLT EMBEDDED 5' MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED C.A. 8d - COMMON NAIL (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24' TO 16'). C.B. 10d - COMMON NAIL 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE C.C. 12d - COMMON NAIL OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON C.D. 16d = 0.135" x 3 1/2' GUN NAIL THE PLANS. TITEN HD SHALL BE A MINIMUM )f x 6', OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN C.E. EN - EDGE NAILING ANCHOR W/SIMPSON TYPE 'SET' EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6' MINIMUM EMBEDMENT C.F. FN = FIELD NAILING SLEEVE ANCHORS ARE NOT ALLOWED. C.G. SN =SIDE NAILING 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR C.N. BN = BOUNDARY NAILING SEE THE DETAIL IN THESE DRAWINGS. C.I. BF = BOUNDARY FASTENING FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM D. AB = ANCHOR BOLT MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3' NAILS). WHEN GAP IS E. CMU= CONCRETE MASONRY UNIT GREATER THAN 1 1/2', INSTALL NEW ANCHORS. F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL 4. CMU OVERHANGING SLAB I. FND = FOUNDATION 4.1 FOR BLOCK OVERHANGING THE SLAB BY V OR LESS, NO REPAIR IS NECESSARY. J. MAX = MAXIMUM 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN V AND 1 )2 , GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OR WALL. K. MIN = MINIMUM 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 )�, CONTACT THE E.O.R. FOR REPAIR. L. O.C. = ON CENTER M. SP = SOUTHERN PINE 5. NOTCHED STUDS IN WALLS N. SPF = SPRUCE PINE FIR STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING 0. TYP = TYPICAL WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD P. U.N.O. = UNLESS NOTED OTHERWISE 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 Q. I.L.O. = IN LIEU OF 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 R. w/ = WITH 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' S. WD = WOOD SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"j'-SDS3 WITH (12)-1/4500 SCREWS, WHERE '#'CORRESPONDS TO THE T. EE = EACH END NUMBER OF STUDS IN THE MULTI -PLY. U. HDR = HEADER V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR L. JURISDICTION SPECIFIC INFORMATION: Y. ATR = ALL THREADED ROD 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, %' MINIMUM EXTERIOR Z. AA. S.C. = SAW CUTS C.J. = CONTRACTION JOINT GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE AB. DEN = DOUBLE EDGE NAILING REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT WOULD NEED TO BE ATTACHED AC. COL = COLUMN 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 AD. REIN = REINFORCEMENT ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL AE. PLT = PLATE COMPLY WITH R703.1 AF. CANT. = CANTILEVER AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER C & C Pressures (ps=h*Kzt*ps30) (ASD Values) Based on 10psf Area Roof Pressures Wall Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 14.8 -23.6 14.8 f -41.0 14.8 -60.6 25.8 -27.9 25.8 -34.4 DESIGN PRESSURE CALLS DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWAB VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMEN Components and Cladding Pressures (ps=k*Kzt*ps30) (ASD Values) Description Zone Width (ft) Height (ft) Effective Area (ft2) Positive Pressure Negative Pressure (psf) (psf) 16070 OHGD I --- 16 7 112 21.9 -24.4 3080 DOOR 4 3 8 24.0 24.4 -26.6 6080 SGD 5 6 8 48.0 23.2 -29.2 4010 FIXED 4 4 1 4.0 25.8 -27.9 25SH 4 3 5.25 15.8 25.1 -27.2 24SH 4 4 4.166667 16.7 25.0 -27.1 25SH (2) END 5 6 5.25 31.5 24.0 -30.9 25SH END 5 3 5.25 15.8 25.1 -33.1 (2) 26SH END 5 6 6 36.0 23.8 -30.5 25SH (3) 4 9 5.25 47.3 23.2 -25.4 F IS 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 DATE i%111111Ijjj,' 4%i i Z i 0 STATE OF (/40� '•.filOR10�'.••' �2` 0 101M. N 0 U M M0 v00 •� O 0 Uf) � O 00 n� �-I O v a` N UM 0 vs .O r­4 it ,- 4 0 b�A cq cf) N tPulte 0 vsn T s� N •!y fir v o N 1 0 w O O U) o F W C) U PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET SO.1 L (1) #5 REBAR w/ 25" LAP U.N.O. CMU COL. PER — 8" C.M.U. FINISH PER ELEV. PLAN PAVERS OR SLAB PER - FINISH GRADE SPEC. °o f a Z CONCRETE FOOTING MONOLITHIC FOUND. PER PLAN W/ (2) #4 DIA. RODS CONT. ON CHAIRS 9' STARTER COURSE S 1-4' ®2 ST Y ALT. CMU SEAT 0 -1Y2" Eo1 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB SCALE: 1/2°=l'-0 3/4' RECESS IN SLAB 10 1 /2' FINISH FLOOR 4 " PER PLAN MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1/2'=l'-0 8" C.M.U. WALL FINISH PER ELEVATION 3/4" RECESS IN SLAB FINISH FLOOR �- I► I SLOPE 00 MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1'-0" l'-4" 0 2 STORY 06 GARAGE DOOR RECESSED SILL SCALE: 1/2"=l'-0 RECESS WITH PAVERS 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED TO SLAB W/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS 012' O.C. STEP PER PLAN 'SLOPE. s \ o 4" j'-Q" 6 1/2" (1) 14 ROD CONT. ON CHAIRS UNO 8 THICKENED SLAB 0 GARAGE (NON -BEARING) SCALE: 1 /2"=1'-0 CLEAN COMP) PVC SLEEVE l'-4' 0 2 STORY F13 BEARING PENETRATION DETAIL SCALE: 1/2'=l'-0 z m N 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS 30"x3O"xl2" CONC. FTG. w/ (3) #4 r— REBAR EA. WAY VEHICLE SIDE OF PEDESTAL l, GAS WATER HEATER PEDESTAL SCALE: 1 /2'=l'-0 REBAR 3" OM TOP & 10" NO ® BOTTOM LOCATE PER ARCHITECTURAL DRAWINGS FINISH #5 REBAR w/25" MIN LAP 8" C.M.U. WALL FINISH PER ELEVATION SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS I VLCONT. ON CHAIRS. RECESS WITH SLAB SLOPE THICKENED SLAB EDGE SCALE: 1 /2'=l'-0 PENETRATING PVC SLEEVE SCALE: 1 /2'=1'-0 (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. SLAB z 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP T1E (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS CMU COL. PER PLAN #5 REBAR "' w/25" MIN LAP Q �0'-0" SLOPE CD z CONCRETE FOOTING m CD PER PLAN CD PER PLAN MASONRY WALL CORNER ON SPREAD FTG. (Concrete) (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS POURED CURB FINISH GRADE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS 1'-4 ®2 STOR*Y EXT. MASONRY WALL @ GARAGE SCALE:1/2"=l'-0 - -- - SCALE:1/2'=1'-0 - 2-1/2' @ IMPACT GROUT BED DOOR DOOR PER SPEC PAVERS PER SPEC PAVERS PER (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS SLOPE a VARIES) F 0'-0' F.F.7/ PER PLAN SLOPE 111=I 1=1 1 l l00 o 1=I i I —I I I —I - III I I • '•s � III lll�,ll�- � � - , 1� MONOLITHIC FOUND. MONOLITHIC FOUND.__,--,-, 1�-4° ®2�STORY� w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 1' 4° ®2-STORY CONT. ON CHAIRS CONT. ON CHAIRS EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) SCALE: 1 /2"=l'-0 PAVERS TYP. (1) #4 BAR CONT COMPACTED FILL PAVER AT CONCRETE GRADE BEAM (1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" BAR CONT. Cl- CONC. PER SCHEDULE W SLOPE TO DRAIN SHOWER RECESS SCALE: 1/2'=1'-0 12' SQUARE C.M. . COL PER PLAN w (2) #5 REBAR W/ 25" LAP MIN. 0 EACH FILLED CELL 0'-0' SLOPE PAVERS OR SLAB PER SPEC. CONC. FOOTING PER PLAN PER PLAN MASONRY COL. ON SPREAD FTG. SCALE: 1 /2'=l'-0 S a DOOR PER SPEC - ` •: 4)DOOR THRESHOLD PER PLAN 0- " ALT. BRICK I PER PLAN THRESHOLD °� 111=I I —III 3" • -.. ; I I = - MONOLITHIC FOUND. : . W/ (2) #4 DIA. RODS j-Q-Q CONT. ON CHAIRS 07T.1-4 FLUSH BRICK 0 2 STo�Y THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) SCALE: 1 /2'=l'-0 CORNER BAR WITH 25' VERTICAL DOWEL MIN. LAP SPLICE EACH AS REQ'D IN PLAN SIDE. SAME SIZE AS = CONT. FOOTING STEEL ALTERNATE TO CORNER '�� �' . �. s• NUMBER OF CORNER SPLICE: PROVIDE CONT. STEEL REINF. BARS BENT BARS EQUALS NUMBER OF CONT. BARS AT CORNERS TO COMPLY ' .• ... .`••. . WITH THE INTENT OF THE BUILDING CODE. NUMBER OF REBAR 25' MIN. PER PLAN Of LAP SPLICE F12 REINF. PLACEMENT AT FTG. CORNERS SCALE: 1/2"=1'-0 SCALE: 1/2'=l'-0 O MO ? 00 M � O 0 ►r ^+ v J\ 00 n� v' U� o f� wb�A r as N � *Pultci sl,i3 PRODUCT MANAGER RELEASE DATE: 11 08 2019 C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 PROJECT TYPE ❑ THOMAS A. WEBER, PE Single Famil P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA SPECIFICATION LEVEL 12-13-2019 DATE Pulte 111 111 , E F �� PLAN NAME Hanover B _ * = NPC CHILD NUMBER 2375.500 OF �LOR19 SHEET S-IONAL S1.0 /1�11111111 Ln ,i FOUNDATION PAN SCALE: 1/4"=l'-O" F03C S1.0 0 i M 0 0 i 0 I cD 00 Lo 00 I QD Ln 40'-0" 10'-8" 29'-4" -0" 8'-8" '-0 fle- F03C 24"x24"x12" CONC. FTG. w/ S1.0 #4 BARS 6" O.C. EA WAY i.o F11 F11 I 2'-7" 8" 10'-2" 8" 4'-51/2" 8" 7'-0" 8" 3'-11/2" s1.0 S1.0 VERIFY M.O. VERIFY M.O. —I j 0, o -� I o F01 • S1.0 F01 S1.0 • rn 1'-21/2" F CN 2'-1 1 /2" 6'-8" `N cN N VERIFY M.O.-4- F I' • F07 cJ ci S1.0 3 -9" ( s1 7 -51 2 I I • • • cJ F26 S1.0 0 I 0 I • • I I F01 I � I • • cJ cJ Ila � I F01 -- S1.0 • I I• . SLOPE STARTS .' HERE • ci F32 2 '-10" S1.0 F08 LOCATION PER - s1.o o VVIES ARCHITECTURE I • - \ CID o W • I 'coF04 cn --- S1.0 ( o I • so ( I cJ I cJ I � / • I FO1 VERIFY F04 • M M.O. S1.0 F01 _-- 5 2" �3'-4" 51 " S1.0 F06 I • S1.0 I r S1.0 Le•• • • • N alleluia In VERIFY M.O. VERIFY M.O. 1'-8" 4'-3" 1'-9" 1'-31 2" • I • • cV 32"x24"x12" CONC. FTG. w/ F03C 32%24%12" CONC. FTG. w/ #4 BARS 6" O.C. EA WAY S1,0 #4 BARS 6" O.C. EA WAY 2'-111/2" 8" 7'-0" 8" 1'-8" 4'-11" 1'-8" 16'-8" 8" 1'-9" 12'-3" 11 1 /2 8'-3" 19'-6" 40'-0" 0 I co rM c' � I o OR a LEGEND SYMBOLS ❑� 8x8 FILLED CELL W/ #5 REBAR FO-F-21 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE DO 8x8 FILLED CELL W/ NO REBAR REQUIRED 4 45' CMU -FILL CELLS W/ #5 REBAR 12x12 FILLED CELL W/ (4)-#5 REBAR ELE ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0' XX DETAIL INDICATOR FLOOR SLAB NOTES: 3 1/2" 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6' AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN °L' SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36' (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12" (305mm) APART, WITH THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12-13-2019 DATE 0. 40 F s N CD 0 U O Lr*) \' / 00 � O 0 V, O O IT d Q) c U O � bA un N 0 tPulte s'o s� N W wo v o N O � di Z o cn O � Q o � Z � O � w x o PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET S1.1 a`> w WALE BASE PLANT SCALE: 1 /4"=1'-O' LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8' KNOCK OUT BLOCK WITH #5 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4' NOMINAL BEARING PER END 0 LINTELS OR AS REQUIRED BY MANUF. 3. 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 LINTELS 28' OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED r (QUANTITY OF REBAR AT I BOTTOM OF LINTEL CAVITY F16-1 B/1 T LL QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH 15 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR J CMU ao z GROUT /5 REBAR AT BOTTOM OF LINTEL CAVITY 7-5/8' BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH LEGEND DETAIL INDICATOR XxX LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO S-4' DOUBLE 2x6------- 3'-5' - 6'-0' DOUBLE 2x8------- 6'-1' - 8'-6' DOUBLE 2x10 2 JACK STUDS EACH END. 8'-7' - 12'-6' DOUBLE 2x12 (2) JACK STUDS. EACH END. #5 REBAR IN VERTICAL GROUT FILLED CELL ROUGH OPENING BELOW PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAIL w Nrs MITER LINTELS BY FIELD CUTTING #5 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL #5 BAR AS SHOWN p Elao< 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 12-13-2019 DATE � • . FjOR10�'.•• �2�, IIIi O o o� GD � M 0 � n V J � O � O n� �•�I O Ucl�Jr c-•� C'* ' O r--4 bA cz c) 4-' N 0 *PuIte tA PRODUCT MANAGER RELEASE PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET S2.1 i FLOOR 8c LOW ROOF FRAMING PLAN SCALE: 1 /4"=1'-O" 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 NI ESE, PE P.E. # 86025 FLORIDA 12-13-2019 DATE,ti,111111/t/ / c ' r T OF �t •F[ORItYO'. Ai. 0 N 2 CD 0 U W M � O t U� c� cf N � tPulte:. PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET S3.1 IIII IVI I i I 1 1 II I I L I I 2x4 OUTLOOKER PER DRAWINGS 2z BLOCKING BETWEEN TRUSSES w/ 2x6 FASCIA o x (3) 8d INTO SUPPORT 0 EA END TO ADJACENT TRUSS OR TO TOP PLATES 2x BLOCKING AT SHEATHING EDGES SHEATHING PER PLAN 1x6 w/(3) 8d 0 EA. OUTLOOKER NOTE: STRUCTURAL SHEATHING CONTINUOUS REFER TO ARCHITECTURAL AT TRUSS HEEL, w/ SHEATHING EDGE TRUSS SCREW THRU LOCATION BRACING AT DRAWINGS AND/ OR TRUSS NAILING REQUIRED. TOP PLATES TO TRUSS VAULTED TRR BRACING MANUFACTURER DRAWINGS FOR FRAMING PER PLAN DETAIL AT RAISED HEEL CONTINUOUS STRUCTURAL SHEATHING SPECIFIC TRUSS PROFILE "D" INFORMATION. (i.e. HEEL WHEN 9-1/4' < < 15-1/4": HEIGHTS, SLOPE, OVERHANGS). SOLID 2x BLOCKING BETWEEN o TRUSS ANCHOR PER PLAN TRUSSES ATTACHED TO TOP PLATES w/ 8d NAILS 0 6 O.C. cv Z STRUCTURAL SHEATHING DETAIL AT RAISED HEEL ALONG LENGTH OF BRACED WALL PANELS SEE PLAN AND DETAILS FOR - ATTACHMENT o O O PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS SCREW NOTE: PER PLAN CONTINUOUS BRACING TRUSS TRUSS ANCHOR PER PLAN REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN FASCIA ' INFORMATION. (i.e. HEEL HEIGHTS, SEE ARCH. DRAWINGS SLOPE, OVERHANGS). LSHEATHING FRAMING PER PLAN PER PLAN Q TRUSS SCREW THRU TOP PLATES TO TRUSS BOND BEAM PER PLAN Q2 TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL TRUSS ON MASONRY ROOF TRUSS ON FRAME R01 "ROOF R02 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'-0" USE ONE 20 "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. 2x4 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 r SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. 0 APPROX. 45-DEG ANGLE. 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). FI SHEATHING PER PLAN SIDE NAIL ALL "L' BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10" ANCHOR BOLTS AT 4'-0' O.C. MAX. w/2%2' PL. STRUCTURAL SHEATHING ('�M� I v u WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED 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. / CONT. 2x4 \ 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP STRUCTURAL NAILS 0 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. / BRACE SPLICE SHOWN FIELD NAILING PER PLAN OCKING AT 48' 0 C \ 2x4 BL - \ / 3 TRUSS BAYS FRAMING 2x6 NAILED 0 BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R 0 9 PABL�EE NDTRUSS BRACING DE�TtlL GA (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 Er (OR APPROVED EQUAL) CONDTIONS OF USE: AT EACH MISSED 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. LOCATION. :'4 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS ST�t� REPAIR L rR,3 rTvalrel rlul InnlnlFrrinnl► "X" = 10% HOUSE WIDTH 0 7(— — RIDGE X OO GABLE END BOSTON HIP 20 OUTLOOKER PER DRAWINGS 20 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) 1Od SHEATHING PER _ O R _ PLAN. I\ 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. one VALLEY SET OVER FRAME "X" = 10% HOUSE WIDTH GABLE "X" = 10% OF HOUSE WIDTH 3 x / / 2 C� RIDGE 1 HIP 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 0�5/32' 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. 19/32' SPAN RATED PLYWOOD w/26 GA. NO ILS: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X" OFFSET FROM ROOF EDGE. 30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE R11 ROOF SHEATHING ATTACHMENT DIAGRAM 2x4 LADDER FRAMING AT 24' O.C. REQ'D AT — OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2x6 w/ (2) 12d NAILS —\ STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d 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 0 32' MAX. SPACING IF LENGTH IS LESS THAN 4'-0' USE 2x4 'L' BACK, IF LENGTH IS GREATER THEN 4'-0' USE (2) 20 'L' BACKS. NAIL "L" BACKS w/12d 012'0.C.(NOTCHED 0 TOP w/2-12d TOENAILS 'L" BACK -EXTEND 6' PAST LOWER ROOF SHEATHING SHEATHING PER PLANJ PARTIAL GABLE END TRUSS DETAIL R09C PARTIAL GABLE SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER —OR- D PLAN. (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW 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 STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLA FASCIA 2x SHTG. VSEE ARCH. BLOCKING DRAWINGS 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. RO7 �AL BRACI4GAON-BEARINUE XTERIOR WALL 2x4 PURLIN 0 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) 20 BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0' USE ONE 2x4 "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 --8" CMU WALL OR LINTEL,EATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED MASONRY 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 'L" 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 FRAMING PER PLAN UTCH HIP GABLE TRUSS BRACING DETAIL R09B STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN J AND SCHEDULE SHEATHING PER PLAN ROSB WALL BRACING AT BEARING WALL PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24" O.C. 1x4 FURRING AT SHEATHING PER ARCH MAX. 16" O.C. w/ INSTALLED PER MANUF. (3)10d AT EA TRUSS (Sol EXTERIOR CEILING FURRING SCALE: N.T.S. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NI ESE, PE P.E. # 86025 FLORIDA 12-13-2019 DATE ,`\%%I III//// VIC 0 E ty: AL�� r 0 cl- 0 U O O M r-+ 00 O 0 00 \ 00 n� v UM cz "o T1 � w bA �� N a tPulte"', PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET S4.1 i `J _ P 9 11 1.1 I 1 II I l' !11If 1w ! I III I I I I I I I ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °--NOTE: ° PROVIDE BLOCKING ° AT ALL ° ° ° ° ° SHEATHING EDGES. 0 ° ° ° ° ° ° ° ° 0 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 0 ° ° ° ° ° ° ° ° ° ° AIL ° ° SPACING AT ° ° ° ° ° ° ° ° ° ° 12" IN ° ° FIELD ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° of ° ° EXTERIOR WALL SHEATHING SHEA_'HING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED SH1ATHING 8d 3' O.C. 3' O.C. 12" O.C. ALL EDGES SINGLE NAIL EDGE SPACING cL 1 /2" DOUBLE NAIL EDGE SPACING -'--2x4 BLOCKING NAILING STUD SPACING PER PL STRUCTURAL SHEATHING PER PLAN SHEATHING SPLICE -SANE THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL TOP PLATE CONNECTOR: (2) SDWC15600 SCREWS 0 EA STUD DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2X P.T. SOLE PLATE w/ 1/2" DIAM. ANCHOR BOLTS (10 + 2) AT 32" O.C. MAX. w/7" EMBEDMENT OR 5/8" DIA. EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN. OR 1/2" DIA EXP. BOLTS AT 24" O.C. W/1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB w/ 30 PLATE WASHERS EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16MIN 8d 3" O.C. 3" O.C. 12" O.C. ALL SHEATHING EDGES STRUCTURAL SHEATHING NAIL SPACING ®12" IN FIELD SINGLE NAIL EDGE SPACING W02lau 1GABLE END SHEATHING DETAIL WOOD BUCK ATTACHMENT: 1x CUSTOM PT BUCK TO MASONRY. MATCH FRAME WIDTH, ATTACH w/"T" NAILS 04" FROM ENDS AND 12" O.C. REMAINDER. ATTACH WINDO THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL EXTERIOR CONC.WALL -2z STUDS AT 16" O.0 ATTACH WINDOW PER .• , o • FLORIDA PRODUCT APPROVAL 2z �OR GREATER BUCK TO MASONRY GARAGE DOOR AND TRACK, INSTALLED PER BUILT-UP THICKNESS <2 1/4' / -SHEATHING PER PLAN SILICONE SEALANT = 1/4%4" TAPCONS 04" FROM ENDS MANUFACTURERS BOTTOM PLATE CONNECTOR: (3) SDWC15450 SCREWS 0 EA STUD .......::..:............ FINISH PER ELEAVA110N " AND 12 O.C. REMAINDER. w/1 1/4" EMBEDMENT SPECIFICATIONS. — REFER TO FOUNDPTION PLAN FOR FOOTING SIZE ANC LOCATION OAD BEARING WALL w/UPLIFT °• . •v -- . . i .•4 •. : O. .. .. .. 74 .. '. . STRAP INSIDE FACE OF WALL PER — W10 WHEN TRUSS STRAPS INSTALLED ON INSIDE (NON -SHEATHED) FACE OF WALL SIMPSON H2.5A 0 TOP & BOTTOM OF OPENING FRAMING (JACK STUDS ONLY) - DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48' LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16' O.C. — (6) 10d NAILS KING STUD TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA18 CENTER ON HEADER. STRUCTURAL SHEATHING PER PLAN — (ON OPPOSITE SIDE OF WALL) 2x STUDS AT 16' O.C. EDGE NAIL SHEATHING PER PLAN L26 WOOD BUCK ANCHORED TO CMU w/ 1/2'x6' 'L' BOLTS OR 5 8' 6° SIMPSON TITEN HD'S "' WASHERS AT 24' 0 C & MTS16 FROM EA. TRUSS TO HDR. �- TRUSS BOTTOM CHORD PER 01 EDGE NAIL SHEATHING MANUF. ®24' O.C. PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. FT I EDGE NAIL SHEATHING TO TOP STRAPPING AT INTERIOR PROVIDE 48° LAP SPLICE w/ (3) lOd PLATE AND TOP AND BOTTOM FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16" O.C. I I I OF HEADER PER PLAN _ HEADER PER PLAN, (2) PLY HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO MIN, ADD JACK/KING STUDS MIN. ADDTIONAL JACK STUD AND CONN. REQ. PER PLAN. HEADER (MIN. 3 EA. PLY) AND CONNECTORS DOUBLE UPPER SILL AS REQ. REQUIREMENTS PER PLAN. FOR SHUTTER ATTACHMENT (1) SIMPSON LSTA24 w/ (18) tOd FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM AT 3" O.C. ALL AROUND HEADER EXTERIOR WALLS & SHEAR OPENING WALLS ONLY, FASTEN CONNECT WALLS PER W10 DETAIL ® SHEATHING AT 3' O.C. ALL INTERIOR NON -SHEATHED WALLS AROUND OPENING DOUBLE SILL AS REQ. FOR DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. _ _ SHUTTER ATTACHMENT SHEATHING PER PLAN ® EXTERIOR WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) (1) SP4 TO KING & JACK STUD U.N.O. EDGE NAIL SHEATHING PER PLAN II II II II _LL _jL _LL_-1L NOTE: FOR EXTERIOR BEARING WALLS ONLY ,AM),TYPICAL FRAMED BEARING WALL TV v v /YTS / x w/ t AT CMU WALLS USE 2x P.T. ATTACHED TO BLOC( OR TYPICAL WINDOW ATTACHMENT DETAIL - - - MASONRY WITHIN 6' of TOP AND BO.C. m. STAGGER (2) ROWS OF 1/4'x3' LINTEL WITH POWER /8' DI FASTENERS AT 12• D.C. MASONRY SCREWS ®12' O.C. STAGGER ROWS 6' FASTENERS TO 8E 1/8' DIA MIN. AND EMBEDDED 3/4' MIN. 0'-16' MAX. GAP FRAME TO BUCK TO MASONRY ItlHIMIMI SHEAR CAPACITY To BE 150j WOOD BUCK ATTACHMENT: 2x_ OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS <2 1/4" 1/4"04" TAPCONS 04" FROM ENDS AND 12" O.C. REMAINDER. w/1 1/4" EMBEDMENT ALTERNATE: ATTACH DOOR PER Ix unium rl ouun IU mAJVIVICI. FLORIDA PRODUCT MATCH FRAME WIDTH, ATTACH w/" T" APPROVAL NAILS 04" FROM ENDS AND 12" O.C. - BRICK MOULD REMAINDER. ATTACH DOOR THRU BUCK INTO MASONRY PER FLORIDA PRODUCT FINISH PER ELEAVATION APPROVAL TYPICAL DOOR ATTACHMENT DETAIL IIiSt In" i An /Tvninm #5 REBAR, CONT. IN BOND BEAM BOND BEAM PER PLAN #5 REBAR VERTICAL LAPPED 25" MIN. U.N.O. #5 REBAR VERTICAL IN SOLID FILLED CELLS, (SEE PLAN). #5 REBAR VERTICAL LAPPED 25" MIN. U.N.O. 3"x5" CLEAN OUT AT ALL FILLED CELLS. SEE FOUNDATION PLAN AND DETAILS FOR FOOTING REINFORCING. 10° LAP (TYPICAL) W19 1YRICAUILLED CELL DETAIL 2x ANGLE AS REWIRED w/ (2) 10d I TOE NAILS AT EACH END. EXTERIOR CONC.WALL • ° STRUCTURAL SHEATHING REWIRED AT 2 SIDES IN 2x4 ALL w/ 2' MAX. GAP — •. 1/4' DRIVE-IN ANCHOR ___ ;.•; ' `..___. WINDOWS AND DOORS AND AT ENTRIES INTHWT BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN BETWEEN BLOCKS BLOCK AS REWIRED AT WINDOW '" ._ .. .• B .........._ .. BARREL FRAMING IS USED. FASTENER LOCATONS. GARAGE DOOR AND TRACK, INSTALLED PER :!. . MANUFACTURERS I I °a. 'n.. , '. Ix P.T. SHIM SPECIFICATIONS. n I NOTES. ALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDINWAL OPENING. — LWV 'TYPICAL E WINDOW OR DOOR IS INSTALLED IN OPENING SEE 1/2' x 2 1/4' HILTI SLEEVE ANCHOR OR EQUAL MIN. WINDOW AND DOOR ATTACHMENT DETAIL! FOR INSTALLATION 1 1/2' EMBED INTO MASONRY. (1) PER BRACKETDETAIL _ WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE FRAME TO MASONRY FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PER THE MANUFACTURER'S PUBLISHED RECOMMENDATONS. GARAGE DOOR ATTACHMENT DETAIL W13 ARCH FRAMING DETAIL W16 �YPICAL STUD COLUMNS PER PLAN Y SDS SCREWY 016' D.C. — STAGGERED EACH SIDE OF POST (RESULTING IN 8' O.C. STUD COLUMNS PER PLAN OVFRXI SPACING) 4-PLY: N x 5' SDS SCREWS 5-PLY: Y' x 6' SOS SCREWS 6-PLY: Y, x 8' SDS SCREWS 7-PLY: N x 8' SDS SCREWS CS16 OR EQUIV. (TOP, MIDDLE AND BOTTOM) (2) 10d NAILS 0 8' D.C. (EACH PLY) PRIMARY METHOD 1STUD PACK DETAIL (2) 10d NAILS 0 8' O.C. (EACH PLY) FOR (4) PLY OR MORE STUD COLUMNS #5 REBAR w/ A.C.I. STANDARD HOOK AT 8' KNOCK OUT BLOCK w/ TOP. LAP PER GENERAL NOTES. �— #5 BAR GROUTED SOLID 15 VERTICAL BAR IN GROUTED CELL BOND BEAM TOP COURSE t 8' CMU WALL LAID IN LINTEL OVER OPENING RUNNING BOND. W18�TEPPED BOND BEAM OVER LINTEL Im NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING PEA 8" LINTEL 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 46M 5206 6113 7547 8974 10000 10000 3' 6" 2' 2" 2231 3069 3719 32W 5163 %07 8054 9502 10000 3069 4605 5206 6113 7547 8974 10" 10" 4' 0" 2'8" 1783 2561 2751 3280 3820 4890 5961 7034 8107 2561 46M 5206 6113 7547 8974 10000 10000 4'6" 3'2" 1343 1969 2110 2992 2931 3756 4576 54M 6224 1969 4375 5206 6113 7019 8672 10000 10000 4'8" 3'4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 5' 4" 4' 0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5'10" 4'6" g60 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4899 5817 6662 6'6" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 7'6" 6' 2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 8' 4" 7' 0" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9'4" 8' 0" 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 11'4" 10,0" 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12' 0" 10'8" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 12'6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2883 13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14'0" 12'8" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14'8" 13'4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 15 4" 14' 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 17'4" 16'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19'4" 18'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 420* N/A 750* 960* 1177* 1415* 1676* 20'0" 18'8" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 340* N/A 598* 845* 1114* 1345* 1468* * PRESTRESSED ** 8" W/2" RECESS U-LINTELS Type A = Unfilled no Rebar; Type B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Continous Grout, Steel per ply O .A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12-13-2019 DATE,``ElTlltttt/t �_v 1 ~ (� TE....... ,• • IR/OP! • •' �?�� �fi`SiSjONAL \i jf llIW AL j\\ 0 CV 9 El - CD v O c m r-4 Q) 00 M '1^I O 0 \ o 00 � O U c� �4 � wbJ�D N � lkPu tte '. :z PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte 1PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET 34.2 a S6� 4