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HomeMy WebLinkAbout6342 Bradford Woods Dr:' I TM iltputteGroup APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL -2017 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB , 40I -0 66' -011 LOT SPECIFIC AREA TABLE IMMI& own Description TOTAL GO.01 Cover :CONDITIONED SPACE GD.02 GeneraSheet Notes A1.11 1st Floor Plan CMU-BASE PLAN 1850 SF A2 D1 Front Elevation & Details - 1850 r1V V 0 SF A2.02 Side & Rear Elevations & Roof Plan :NON -CONDITIONED SPACE E1.11 1st Floor Electrical Plan CMU-COVERED LANAI EXT, 154 SF E1.12 1st Floor Electrical Options CMU-FRONT PORCH ( FM1 OR C1 OR C01 OR MD1) 21 SF P1.11 1st Floor Plumbing Plan CMU-GARAGE 438 SF SD.1 Cover Sheet 61� SF S1.0 Foundation Details 2463 SF S1.1 Foundation Plan S2.1 Wall Base Plan S3.1 Framing Plan S4.1 Roof Details S4.2 Wall Details S4.2.1 Wall Details GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS onfiguration Choices Highgate irst Floor Plate Height Choices '-4" Plate Height levation Choices raftsman (Cl) 413 itchen Layout Choices Standard Kitchen Layout 1 aundry Layout Choices aundry Room Layout 2 Stand Alone Sink) xterior First Floor Wall hoices MU Exterior Wall Additional Hose Bib Location ear over Entry oor Swing Door Swing In arage Handing jorage Right arage Water Heater Choices Electric Water Heater arage to House Entry Stepped Entry arage Type Choices —Car Front Load wner's Bath Layout Choices ayout 1 Standard Shower wner's Suite Ceiling Choices lat Ceiling overed Lanai Choices xtended Covered Lanai LOT SPECIFIED PLAN INFORMATION ath 2 Shower ChoicesTub/Shower Combination athering Room Ceiling hoices lot Ceiling Customer Name I Market Home, 6871-03401 Wind Speed Choices VVInd Speed 140 igh Velocity Hurricane Zone hoices on High Velocity Hurricane 7one Address 6342 BRADFORD WOODS DRIVE ZEPHYRHILLS JFL 33542 Community 6871 DAKS OF PASCD 6871-03401 ALL WORK A;t. g -W i i 4 PREVAILING NATIONAL ELECTRIC CODE, /0 iF 7'r REVIEW O/Vr {U/ CI TY' OF Z E H RHI S PLAN E?�ArOINER 0 oM� i M o 0 .a �00 Q� cs a� Q� V� 0 PEI o ;W4 V_40 , w NGSA *PulteGroup- PRODUCT MANAGER IRELEASE DATE: XX /XX >/XXXX PROJECT TYPE Sin le hmil SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC cHTED NUM ER 2811.500 SHEET G0.01 GENERAL NOTES GENERAL NOTES VENTILATION / ATTIC ACCESS — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — DO NOT SCALE DRAWINGS — 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 — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES VENTS ONLY PER R806.2 — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE —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 — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 DRYWALL — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC — T' SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS TERMITE PROTECTION LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING ACCESSIBILITY — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR TM pu IteGroupTREATMENT SHALL BE ISSUED TO THE BUILDING DEPARTMENT — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF — 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 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 THAN 30 SF o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS — INSPECTION FOR TERMITES o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF REQUIREMENT. o PROVIDE 6' CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS THE ROOF FRAMING MEMBERS o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 ■ 4' CLEARANCE REQUIRED AT GARAGES AND PORCHES o MIN. ATTIC ACCESS SIZE IS TO BE 22'x3O" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC POCKET DOOR SPACE SITE ADDRESS FIRE—RESISTANT CONSTRUCTION — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO — 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 EXTERIOR THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR — WATER RESISTANCE A 20—MIN. FIRE —RATED DOOR GUARDS AND WINDOW FALL PROTECTION a 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 — 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 WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — 1/2" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE — GUARDS SHALL BE MIN. 36" CEILING WITHOUT, HABITABLE ROOMS ABOVE ■ THIS IS NOT REQUIRED OVER CMU — 5/8" TYPE X 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 — FLASHING OF THE STAIRS o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4' SPHERE R703.4 — 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 — EXTERIOR PLASTER — 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 o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 OR ASTM SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS STAIRS C1787 AND R703.7 — MIN. CLEAR WIDTH 36" — LATH WINDOWS/DOORS o HANDRAILS SHALL NOT PROJECT MORE THAN 4 %2" ON EITHER SIDE OF THE STAIRWAY o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — MIN. HEADROOM 6'-8" OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 Y2" LONG, 11 GAGE NAILS HAVING — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 —MAX. RISE 7-3/4" A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS — MIN. TREAD DEPTH 10" o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND — HANDRAILS MIN, 20" D o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), o 34"-38" ABOVE SLOPE PLANE corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 '/2 o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44' A.F.F. o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED THAN FOUR RISERS with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 PATH WITHOUT GOING THROUGH A GARAGE 1 1/"-2" GRIP SIZE OR GRASPABLE FINGER RECESS inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES o 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 MIN. HEIGHT 78" ELECTRICAL — SIDING o FINISHED FLOOR SHALL BE MAX. 1 1 /2" BELOW TOP OF THRESHOLD — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 a PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS o IN EACH SLEEPING ROOM — MASONRY — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 o OUTSIDE EACH SLEEPING ROOM o BRICK IS TO BE INSTALLED PER R703.8 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o ON EACH ADDITIONAL STORY o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 o FIXED AND OPERABLE PANELS IN DOORS o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED SHOWER ROOFING POSITION — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER — UNDERLAYMENT R905.1.1 underlayment for asphalt, metal, mineral surfaced, slate and slate —type roof ■ GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS coverings. POSITION 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 o Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate o WINDOWS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED and slate —type shingles, and metal roof panels shall comply with one of the following methods: 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 ■ A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied 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 over the entire roof. a WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM s BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED D1970 or a minimum 3-3/4 — inch wide strip of self —adhering flexible flashing toe / P g g p � 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 complying with AAMA 711, applied over all joints in the roof decking. A felt underlayment AND CIRCUIT BREAKERS OR RECEPTACLES complying with ASTM D226 Type 11, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN underlayment meeting the performance requirements specified, is required to be applied over v ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS the FBCR for fastener type and spacing). o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND " Two layers of felt underlayment comply ASTM D226 Type 11 or ASTM 4869 Type III or IV, or ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36' ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT two layers of a synthetic underlayment meeting the performance requirements specified, SURFACE — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE lapped and fastened as specified. ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING — FLASHING R903.2 FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o WET AREAS o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT shall be installed in a manner that prevents moisture from entering the wall and roof through TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS joints in copings, through moisture permeable materials and at intersections with parapet walls and LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. other penetrations through the roof plane. SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 WOOD — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R9D5.3 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 INSULATION O Mom W M � �i o 00 Q N a� N c� V� � w c—I 1 N � tPulteGroup- RODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Family P SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CH-ILD NU ER 2811.500 SHEET G0,02 tPulteGroupr 0 c� O � M co w \10 4c Q N � O � 0 0 t-4 H PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Si urde Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET A1.11 SHAKE PER SPEC FRONT ELEVATION SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = l'-0" ON 11xl7 PAPER) 2" LAP SIDING PER SPEC OL 9'-4„ TRUSS BEARING OL 8' O» T.O. WDW + 1" �4" 2„ CMU HEADER DTL, SCALE: 1/2" = 1'-O" EI A L f IX CMU SILL DETAIL SCALE: 1/2" = 1'-0" GARAGE DOOR GARAGE DETAIL SCALE: 112" = 1'-0' 10" 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/Z = 1'-0" o� 4 W �\ 0 VJr n � O O Q � V0 cep N � PRODUCT MANAGER RELEASE DATE: XX XX XXXX K DATE DESUPPON A ---- PROJECT TYPE Sin le Famil SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIL NUM ER 2811.500 SHEET A2,01 ROOF PLAN SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) OPT. GRIDS PER I L _ COMMUNITY SPEC OPT. 4" BANDING SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11 x17 PAPER) I -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT, SO. IN. SQ, FT, SQ. IN. 2463 354672 8.210 1182.240 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SO. IN. ANTS SQ, FT. SO. IN. LIN. FT. 3.284 472,896 4 4.926 709.344 115 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY OL BUSS BEARING g,-4„ FT T.O. WDW CZD > » c� 'ilk 0 -0 INISH FLOOR I I EH !Ell I l I OPT, GRIDS PER �OPT, 4° BANDING COMMUNITY SPEC REAR ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) i I -----, ------ - ---- OPT. GRIDS PER-/ --------------- COMMUNITY SPEC OPT, 4" BANDING SIDE ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-D" ON 11x17 PAPER) TRUSS BEARING 9'-4„ T.O. WDW d- 0 1 om M FINISH FLOOR TRUSS BEARING 9 -4 If L 8-0 T.O. WDW o� i , » ao FINISH FLOOR 0 O cn M r_q M O e � • O O 00 Q 01 ;.4 .p c_q V O o cn co 41 tPulteGroo.q, PRODUCT MANAGER RELEASE DATE: Xx XX XXXX FEW DNTE DESCRPTION PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHILD NUM ER 2811.500 SHEET L 2.02 r n FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11z17 PAPER) COVERED LANAI EXT. '>CFP W/ FIXTURE I BEDROOM 2 GATHERING ROOM ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/� SWITCHED (TAMPER RESISTANT) OGFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OW/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET O0W DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT "ru LIGHT FIXTURE / VAPOR PROOF L� LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 4 EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE 0 SMOKE DETECTOR M= EP ELECTRIC PANEL (AFC] PROTECTED) SC SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR(AFCI PROTECTED) EMERGENCY LIGHT © THERMOSTAT APB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /0/ GARBAGE DISPOSAL (GFCI PROTECTED) CHINES E DOOR BELL CHIMES ally GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV MEDIA /SWP BOX I1 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 11 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM Tb 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 Wrra 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ELECTRICAL NOT TO SCALE I II I II I� II 1#4 SERVICE GROUND �D CONNECTED TO CONCRETE ENCASED STEEL RISER DIAGRAM ALTERNATE vC)� oC? T-4 M P0 o � O 000 c U N n E R: PRODUCT MANAGER RELEASE DATE: XX XX XXXX REW DATE DESORPTION PROJECT TYPE Single Family SPECIFICATION LEVEL Mte PLAN NAME Highgate NPC CH-ILD NUM ER 2811.500 SHEET El*ll NO I` r I r I` 1 I 'I I I I 1 1 , Q " IZ I Q Iim W , 1 � , Ij , , 10 f- F--- a_ = o �o Lu r L.L < i r ; FIRST FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) 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 71 ��END NAILS, TYP. CDCQ cV L� 110V DUPLEX OUTLET LOCATION CHASE OUTLET LOCATION 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING SCALE: N.T.S. 21—D" TYP. SPACING AL STUD, TYP. 2'-0" TYP. SPACING END NAILS, TYP. ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) OGFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 0220V STANDARD AFCI 220 OUTLET ® DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNUGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 4 EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE ------ LIGHT FIXTURE - 48" FLUORESCENT n, OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) © THERMOSTAT EMERGENCY LIGHT -O PB PUSH BUTTON TELEVISION OUTLET SWITCH T TELEPHONE OUTLET /0/ GARBAGE DISPOSAL CHINES (GFCI PROTECTED) DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER ME A MEDIA /SWP BOX DATA/TV It DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18' AFF STANDARD RECEPTACLES EXTERIOR 18' AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER 20 WOOD BLOCKING INSIDE METAL LWOOD BLOCKING STACKED BETWEEN TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS #4 COPPER 2" PVC CONDUIT PLATE, TYP. 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 'b T ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP 0 COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL hirR 11 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I �D 11#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE .4, O r� n, N a O pOp c U �O w 0 � N � PRODUCT MANAGER RELEASE DATE: xx /xx /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Hanover NPC CHILD NUMBER 2811.500 SHEET THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-0" ON 11x17 PAPER) o 4� o0 •}y o .o .00 0 Q a� xr c` V� � o o N � lkPulteGroup- PRODUCT MANAGER IRELEASE I nATF, vv /VV /Vvvv PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME .Highgate NPC CHILD NUM ER 2811.500 I ET pill CD Lr) t'j -�5 CD C114 Lfi C14 0. A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 7th EDITION. 2, DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE, ETC. 4, THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS, ANY DEMATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACKCHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOflFICATION BY BUILDER WITHIN 48-HDURS AND INVESTIGATION BY FIELDSTONE, 5, ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE 6� ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-POSITIVENL06: POSITIVE PLACEMENT NAIL APPUCATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: 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 WTH 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 SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 8� DOWELS BETWEEN FOOTINGS AND WALLS DR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7, TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: m TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d,(--8 in 3/13' -3/8" d>=8 in 1/2' -1/2 I-- ROOF DEAD LOADS TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2- METAL ROOF TC DEAD LOADS ---------- - ---------- 10.0 PSF SHINGLE ROOF TC DEAD LOADS - ----------- 7.0 PSF G. WOOD FRAMING: TILE ROOF TC DEAD LOADS -------- - 15,0 PSF ROOF BC DEAD LOADS 10.0 PSF 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL --- - ------- - - WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NDS. ROOF LIVE LOADS 2� EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 2x4 (MIN) SPF OR SP NUMBER 2 OR BETTER @ 16" 0,C. FOR WALLS T-5' OR LESS, TC LIVE LOAD -- - ----------------------- 20�O PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10,0 PSF 1 INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPF OR SP NUMBER 2 OR BETTER @ 16" D.C. MAX. (U.N.O.). BC LIVE LOAD w/ STORAGE 20.0 PSF k INTERIOR NON -LOAD BEARING WALLS SHALL BE 2x4 SPF, SP, OR METAL STUDS 0 24" O.C. MAX. FLOOR DEAD LOADS 11.0 PSF 5. LUMBER IN CONTACT NTH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. WOOD FRAMED DEAD LOAD----- 11.0 PSF 6. HEADER FRAMING: FLOOR LIVE LOADS - --------- - ---- - --------- - 40.0 PSF (REDUCIBLE) a,) HEADER SIZES SPECIFIED ON SCHEDULES AND/aR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER BALCONY DEAD LOAD 15.0 PSF SIZE OF SAME SPECIES, GRADE AND PLY COUNT. BALCONY LIVE LOAD 60.0 PSF b.) FOR 2x4 STUD WALL PROVIDE: (1) 2x4 KING STUD AND (1) 2x4 TRIMMER AT EACH END OF (2) PLY HEADER, U.N,O. EXTERIOR WD WALL ----- 18.0 PSF c.) FOR 2x6 STUD WALL PRDMDE: (1) 26 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. INTERIOR WD WALL 7.0 PSF 7� STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT NTH V TOLERANCE (2-PLY MIN), STAIRS/LANDING --- - ---------------------- - 40.0 PSF UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT B" O,C, FOR EACH, U.NO. WIND SPEED PER ASCE 7-16 140 MPH B. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS, A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) PLATE CHANCES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. RISK CATEGORY 11 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. EXPOSURE '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-TD-WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. 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 I SQUARE FOOT. THESE LOADS ARE TO BE H. PREFABRICATED WOOD TRUSSES: EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WTH ANY OTHER LIVE LOAD. 1, THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND IRUSS-TO-TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER, C, FOUNDATION: 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF THE 3, TRUSS SPACING SHALL BE 24' RC. MAX. UNLESS OTHERWISE NOTED, CONWNTIONAL FRAMING SHALL BE 16' (INCHES) O.C, MAX, OR AS CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING OTHERWISE NOTED. PLACEMENT, 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 2. ALL FILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM UFTS OF 8". CONFORM TO 5. AUGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. ASTM D 1557, 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY NTH THE REQUIREMENTS OF THE 7. DELEGATED TRUSS SYSTEM ENGINEER. PROVIDE 30 LB, FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACI POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. 4. FOOTING BACKRILL AND UTILITY TRENCH BACKHLL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS & ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL BE DETERMINED BY THE DELEGATED PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. TRUSS ENGINEER. 5. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 9. ALL TRUSS-TD-TRUSS CONNECTIONS, BOTH GRAVITY AND UPLIFT, ARE DELEGATED TO THE TRUSS SYSTEM ENGINEER AND CALLED FOR ON 6. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6' AND SEALED. THE MANUFACTURER'S LAYOUTS. D, CONCRETE: 1. ANCHORAGE: 1. CONCRETE SHALL CONFORM TO THE "BUILDING REQUIREMENTS FOR REINFORCED CONCRETE� (ACI 318 LATEST EDITION) WITH t SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. SHALL BE 1/2' DIA., EMBEDDED 7-. USE 10" LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR 2. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS DR NOMINAL DIAMETER NTH ROLLED THREADS. 3"x3'xO.229' PLATE 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N,O,): WASHERS. a, CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR 1 EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 3552 AND ]CC -ES AC19J. PRE -APPROVED b, STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR EXPANSION ANCHORS SHALL BE: SIMPSON 'STRONG -BOLT 2'. c� FORMED CONCRETE WITH EARTH BACK FILL - 2 INCHES CLEAR 1 SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355,2 AND ICC-ES AC193. PRE -APPROVED d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE SCREW ANCHORS SHALL BE: SIMPSON `TITEN HD7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE MIDDLE TO UPPER Y3 OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURFR'S SPECIFICATIONS ENMRDNMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC308. PRE -APPROVED PLACING CONCRETE ADHESIVE ANCHORS SHALL BE: SIMPSON 'SET-XP' OR SIMPSON 'AT-XP'. SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR 8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLAaNG. DO NOT CUT ANY SIMPSON 'SET-XP', REINFORCING WHICH MAY CONFLICT. 5, ANCHORS FOR INTERIOR NDN-SHEAR WALLS EXPERIENCIING ONLY GRAVITY FORCES ARE AS FOLLOWS: 9, CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. a) POWDER -ACTUATED FASTENERS IN CONCRETE SHAL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED 10, SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. POWDER-ACTUATEO FASTENERS SHALL BE: SIMPSON "WDER-ACTUATED FASTENERS'. 11. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF AGI 355.2 AND ICC-ES AC193. PRE -APPROVED a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM CONCRETE SCREWS SHALL BE: SIMPSON 'TITEN SCREWS'. OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED CONTRACTION JOINTS IN A 3.5" SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS ADHESIVE ANCHORS SHALL BE: SIMPSON 'SET'. CONTRACTION JOINTS IN A 4.0' SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS 7� INSTALL ALL POST-IN5TALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION b.) 66 WI.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WN). INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL. c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. 8. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: FIBER LENGTHS SHALL BE Y2' TO 2 X IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 035 TO 3.0 POUNDS IN a) 1/2" DIA. SIMPSON 'STRONG -BOLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND 4!EOGE DISTANCE ACCORDANCE WITH THE MANUFACTURWS RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM b) 1/2" DIA. SIMPSON 'TITEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND I 3/4'EDGE DISTANCE. C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE NTH ASTM C1116 WEN c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALUNG ALL OTHER REQUESTED BY THE BUILDING OFFICIAL 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: E. MASONRY WALL CONSTRUCTION: a) 1/2" DIA. SIMPSON `TITEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. b) SET-XP EPDXY wl 4' EMBEDMENT AN 112" DIA, F1554 GR, 36 ATR W/ NUT & WASHER. 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 5ml / ASCE 5 & 6. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER 2. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE 11 MASONRY WITH UNIT STRENGTH OF 1,900 psi POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS, ON THE NET AREA (fm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, B" x 8" x 16', TWO HOLE, SQUARE END BLOCKS UNLESS NOTED 10, PLACE ANCHOR BOLTS AT 4" MIN AND 12" MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OTHERWISE UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. OF THE PLATE, A MINIMUM OF 1 3/4� FROM CONCRETE EDGE, AND SPACED AT 2�' O.C. MAX. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE "S' OR `M', 11, SILL PLATES SHALL BE TREATED NTH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW 4. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF CORROSIVE CHEMICAL TREATMENT. 2500 PSI. 11 DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED DN THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. E VERTICAL REINFORCEMENT SHALL BE HELD IN PaSITIDN AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0' U.N,O, 13, BOLT HOLES SHALL BE 1/16" MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. OR NUTS AGAINST WOOD. 7, EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRDNG-TE. 8. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N,a. 9. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS - J. WOOD STRUCTURAL SHEATHING: 10. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND TED TO THE FOUNDATION DOWEL, AND A STANDARD AU - 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. 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND OIA. MINIMUM ACI HOOK 14 20 1) 3. 10, #5 25" 3-3/4" 101, J6 34 4-1/2* 11 #7 42 5-1/4, 1311 K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE - THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 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 NTH GROUT AS SPECIFIED. 2, MISSNG OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES), THIS NOTE IS TO DESMBE 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 )/- r 3/t D , I E MANUFACTURER, OR IS AT LEAST 2-Vt' FROM ANY EDGE FOR r2 BOLTS AND 3- 2 FOR 8 AND - B LTS H N 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 r2 x 6", OR AS REQUIRED ON THE DRAWNGS. 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 1 112" 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. S' NAILS). MEN CAP IS GREATER THAN 1 1/2', INSTALL NEW ANCHORS. 4. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY V DR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN ra AND 1 Y2, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. 4,3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 Y2', CONTACT THE E.O.R. FOR REPAIR. 5, NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS MEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN DEARING 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-FDR A 2X4 STUD OR 2-3/16-FOR A 2X6 STUD), OR 60% OF THE STUD WOTH IN NON -BEARING WALLS (2-1/8-FOR A 2X4 STUD OR 3-5/16-FDR 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 HS52-SDS1.5 WITH (12)-1/+ffx1-1/2v SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'f-SDS3 WITH (12)-1/4N3'SDS SCREWS, WHERE TCORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOP/BOTTOM PLATES FOR PLUMBING/MECHANICAL UTILITIES A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT MEN THE SIDI OF THE WALL NTH THE NOTCH OR CUT 15 COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH, THE REQUIRED REPAIR IS A GALVANIZED 16-CAUGE METAL TIE THAT IS AT LEAST 1-1/2-WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/2-TO THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1-FROM THE EDGE OF THE PLATE, THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS 2-ABOVE/gFiOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PRDTFCTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2-GEYOND 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-CAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE SAYS, A 3- WIDE STRAP THAT SPANS BOTH DAYS IS REQUIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: t FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIDUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM 0932 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- SOFFIT, OTHER THAN THE EXTERIOR GRADE SOFFIT BOARD OR SOFFITS USING HIGH -RIB METAL LATH AND STUCCO, SHALL HAVE THE PRODUCT APPROVAL NOTED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS SUBMITTED. ALL ALUMINUM OR VINYL SOFFITS SHALL MEET OR EXCEED THE REQUIREMENTS NOTED ON THIS SHEET IN REGARD TO DESIGN PRESSURES. ALL ALUMINUM MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO COMPLY WITH THESE MINIMUM DESIGN PRESSURES. INSTALLATION IN ACCORDANCE WITH THESE REQUIREMENTS WILL COMPLY NTH R703 AND R704. ALL VINYL SOFFIT SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND R704, DESIGN PRESSURE CALCS Desciptign Width Height �fffective. Ift) !Amiff_211 X 1131MVf mr "#I*-,# DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS ABBREVIATIONS: A. PLYWO = PLYWOOD B. OSEI = 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 FIELD NAILING C�G. SN SIDE NAILING C.H. BN BOUNDARY NAILING Cl BF = BOUNDARY FASTENING 1 AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H� DTL = DETAIL 1. FND = FOUNDATION J, MAX = MAXIMUM K� MIN MINIMUM L O.C. ON CENTER M. SP SOUTHERN PINE N. SPF SPRUCE PINE FIR O� TYP TYPICAL P. UN.D. UNLESS NOTED OTHERWISE Q� I.L.O. IN LIEU OF R� w/ = WITH S. WD = WOOD T, EE � EACH END U. HDR = HEADER V. J � OPENING JACK STUD W. K = OPENING KING STUD X. SIM SIMILAR Y. ATR ALL THREADED ROD Z, S.C. SAW CUTS AA, CA. CONTRACTION JOINT AB. DEN DOUBLE EDGE NAILING AC, COL COLUMN Al REIN REINFORCEMENT AE� PLT PLATE AF, CANT. = CAN1`ILEVER AG� SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER CD S2 �5 OL (D (::) c:> 0 co Q) 41 00 4.1 u e rIIIIIIIIIIII Q) 7:1 0 H cf) P 0 ul) uo ;5 9 X c F3 00 7:11 u PRODUCT MANAGER RELEASE DATE: #04iwm_ REW I DATEASCIFIO PROJECT T`YPE Single Famfly SPECIFICATION Pulte Fieldstone .......... E CPO.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 PLAN NAME NPC CHIM NU ER 2811.500 0 BENJAMIN NIESE, PE P.E.# 86025 El IAN MCCULLOUGH, PE TATE 0 P.E.# 80956 08/30/2021 INA1. DATE SIGNED I I I I I IV\\ SHEET SO.1 �p (1) 15 REBAR wAAP PER COVERSHEET CMU COL.PER PLAN 8" C.M.U. FINISH PER ELEV. OIL -0'-0" FINISH GRADE MONOLITHIC FOUND.-----�_ W/ (2) 14 DIA, RODS CONT. ON CHAIRS L 9" STARTER COURSE 4; 14 2 STSY ALT, CMU SEAT @ 4/2" E)MOR MASONRY WALL FrG FROM TOP OF SLAB SCALE: 1/2'4 -0 8" C M.U. WALL FINISH 3/4' RECESS IN SLAB 10 1/2' PER ELEVATION FINISH FLOOR — A" SLOPE ..... ...... w/(2) #4 D1k RODS MONOLITHIC FOUND. CONT� ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2"=I'-O RECESS WITH PAVERS 2x AT 2�'O.C. MAX. 2x P.T. PLAI SECURED TO SLAB w/ _vk 3" POWDER ACTUATED FASTENERS OR: d TAPCONS @ 16* Ok. OR (2) ROWS 12 1/2" G,W.B. EA. SIDE GUN NAILS 0 12* O.C. STEP PER PLAN 64 S"LOPE:"l J I. - 7_�4_ I D11 (1) #4 ROD CONT. ON 1/2" CHAIRS UNG STEP CONDITION THICKENED SLAB 0 GARAGE (NON -BEARING) SCALE: 1/2-4-0 CLEAN COMP) Ilk -0 j - 7�?r- PVC SLEEVE 2 STORY __'� F BEAPJNG PENETRATION DETAIL SCALE: 1/2"44 E! CD DE VI 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOU N D. w/(2) 14 DIA. RODS CONT. ON CHAIRS PAVERS OR SLAB PER SLOPE SPEC. CONCRETE FOOTING F. w/REBAR AS NOTED " " 7- � ' ON FOUNDATION PLAN 7 7- (IF REQUIRED) L PER PLAN MASONRY WAIL CORNER ON SPREAD FrG. 4__IE I SCALE: 1/2'=l'-O 3/4" RECESS IN SLAB FINISH FLOOR ----------- \ 2x P.T. PLATE SECURED TO SLAB w/ - 3' POKER ACTUA11D FASTENERS OR TAPCONS 0 16' O.C, OR (2) ROWS 12d GUN NALS 9 12' O.C. START SLDPE HERE - PENETRATING PVC SLEEVE 15 REBAR w/LAP PER COVERSHEET L�j LLj Ckf -1 8" C.M.U. WALL FINISH PER ELEVATION SLOPE w/(2) J4 DIA, RODS MONOLITHIC FOUND. CONT. ON CHAIRS. I'_4' 0 2 STORY KEUEn WIIH �I_Ab FLUSH CONDITION 2x AT 2�'O.C. MAX. G.W.B. EA. SIDE 1/2 8" C.M,U, FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) 14 DIA. RODS CONT. ON CHAIRS CONCREIE SLAB ON CLEAN COMPACTED FILL 1 8 SAN CUT SAW CUT _A - NOTE: SAWED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT, TYPICAL SAW CUT JOINT SCALE: 1/2'=l'-O CMU COL PER PLAN LI) Lj 0�� SLOPE 4 CONCRETE FOOTIN w/REBAR AS NOTED TION PLAN ON FOUNDA (IF REQUIRED) L PER PLAN MASONRY WALL CORNER ON SPREAD Ff SCALE: 1/2'4-0 —#5 REBAR wAAP PER COVERSHEET L'j C=3 (1) 15 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS v) L� '*-* :; " -: - - -!'- L ­71 7:� 11-01, 1�4' 0 2 STORY EXT. MASONRY WALL GARAGE SCALE: 112"=l'-O 2-1/2' 0 IMPACT DOOR DOOR PER SPEC C-4 (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS GROUT BED '>_ PAVERS PER SPEC L�j PAVERS PER cl- VARIES) SLOPE 0'-0" FL kk-- SLOPE 7/ PER PLAN f-6 CKD 1�1 I F, IE 30 MONOLITHIC FOUND. MONOLITHIC FOUND.""L 1'-0" w/(2) 14 DIA. RODS w/(2) #4 DIA. RODS V-4" 2-STORY CONT ON CHAIRS l'-4" @ 2-STORY POURED CURB FINISH GRADE - —MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT, ON CHAIRS SCALE: 1/2"=l'-D , CON1 ON CHAIRS EXTERIOR DOOR SILL @ ENTRY (Pavers) SCALE 1/2"=l'-D (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. FINISH GRADE SLAB SLOPE SLOPE THICKENED SLAB EDGE SCALE: 1/2'4-0 (1) 14 REINFORCIVIENT BAR CONT. CONC, PER SCHEDULE - 4', SEE FOUNDATION PLAN 1�" SLOPE TO DRAIN a SHOWER RECESS SCALE: 1/2'=l'-O PAVERS TYP. W 20A Oro (1) 14 BAR CONT. COMPACTED FILL -PAVER AT CONCRETE GRADE BEAM ALT. BRICK THRESHOLD 12" SQUARE C.M. . COL. PER PLAN (2) #5 REBAR w/ 25" LAP MIN. > EACH HLLED CELL \.j SLOPE PAVERS OR SLAB PER SPEC,, CONCRETE FOOTNG w/REBAR AS NOTED ON FOUNDATION PER PLAN PLAN (IF REQUIRED) (FO30� MASONRY COL. ON SPREAD FTG. DOOR PER SPEC DOOR THRESHOLD EXD .6'. �4' � ALT. FLUSH BRICK THRESHOLD SGERIOR DOOR SILL @ ENTI SCALE: 1/2'=]'-O PER PLAN AN OgL PER PL MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS CORNER BAR WITH 25" VERTICAL DOWEL MIN. LAP SPLICE EACH AS REQ'D IN SIDE. SAME SIZE AS CONT. FOOTING STEEL ALTERNATE TO CORNER SPLICE: PROVIDE CONT. STEEL REINF, BARS BENT OF CONT. BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE 7 BUILDING CODE. NUMBER OF REBAR I 25� MIK PER PLAN LAP SPLICE REINF. PLACEMENT AT FTG. CORNERS SCALE: 1/2"=I'-O c7l _40 cf)� OV-4 (= 0 f�� C4� C'4� I.— U cm Pic$ V, 0 u') r cf) *PutteGraup- c CD 400 9 1 c ML �rs v___4 => mzv m C-4 00 pc� 114 49 C) ;.4 0 PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx ±LL=L=j PROJECT TYPE Single Famfly SPECIFICATION LEVEL pwte \111 1111111 Fieldstone ooe PLAN NAME Highgate C.O.A# ARCHITECTURE: AA26002802 NPC CH17 NUXER C.O.A ' # ENGINEERI N 29349 2811.500 0 BENJAMIN NIESE, PE 4 P.E.# 86025 At - SHEET El IAN MCCULLOUGH, PE OF P.E.# 80956 # S1 90 08/30/2021 11VAU DATE SIGNED fl FOUNDATION P A SCALE: 1/4"=1'-0' Wil 0 i a re w a 0 o w 0 I N r I 40'-0" 29'-4" p 0 F03C 24"x24"x12" CONC. FTG. w/ sto #4 BARS 6" O.C. EA WAY w/ OPT. SCREEN SCREEN ENCLOSURE ENCLOSURE F11 F11 S1.a S1.0 2'41 8" 10'-2" 8" 4'-51/2" g» 71_p» 8» 3'-11/2" VERIFY M.O. VERIFY M.O. ■ ■■ ■ �— — —� WQ ■ si.a F01 'o ■ 1'-21/2" I1 2' 1/2" 6,_8" cl N N VERIFY M.0------------ N 0111 CJ CD I a ■ CJ Po7 S-01/2" g>' S1.a I i -5 1 2 • CJ F26 S1.a o o I■ F01 S1.4 • • CJ CJ Fai REFER TO ARCHITECTURE FOR Fab ACTUAL WALL LOCATION sto -f —�• CJ I I- SLOPE STARTS HERE ■ 2 '-10" S1.0 VARIES ■ 0 �; cJ ■ I =00-- FO7o� 0 N w � • : CJ 51.0 5 N VERIFY 1/2' 5 1 CJ 2" S1.0 F01 . Si o L J —. . o� • leis Im VERIFY M.O. VERIFY M.O. 2'-111/2" 8" 7?-p" 8" 2'-111/2" 4'-3" 1'-9" 8" 16'_8„ 8" 11_9" 40'-0" W9 0 n ro I 00 I I LO I LO LEGEND SYMBOLS N 0 I_ © BxB FILLED CELL W/ #5 REBAR [IT-21 8x8 FILLED CELL W/ (2)#5 REBAR @ INSIDE FACE ® 8x8 FILLED CELL W/ NO REBAR REQUIRED 4 45' CMU - ALL CELLS W/ #5 REBAR © 12x12 FILLED CELL W/ (4)-#5 REBAR ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-Q" 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 00o Fieldstone En, ,` C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 1 NO. 8t3 29349 ■ BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE P.E.# 80956 ''i Q ST F \\ ' •. C QR1D P.-' 08/30/2021 /ss�(�NAL DATE SIGNED 0 PulteGroup- PRODUCT MANAGER RELEASE DATE: XX XX XXXX Kv DATEMCRPTION PROJECT TYPE Single Family SPECIFICATION LEVEL Me PLAN NAME Hi h ate NPC CHIM NU ER 2811.500 SHEET sil J J lkPulteG�� a a N 2 40 o o� l r O i 00 w i 4-4 W Q V� 4 � o 4c o w � w O PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Fanvly SPECIFICATION LEVEL I PA PLAN NAME Hi h ate NPC CHIM NU ER 2811.500 SHEET S3.1 It r, ff-s CP STRUCTURAL SHEATH11% SEE PLAN AND DEW FOR ATrACHIIIENT PREfNGINEERED WOOD TRUSSES AT2?0.0� WX .OR- 2K BLOCWG AT SHEATHING �CHED b(RIBBON BOARD ATTACKED EDGES w/ M Od NALS INITO TRUSS TO TRW w/ q 10d NIALS, 24' .8 ' 24' CONTINUOUS STRUCTURAL I O.C. GEM MAX. SPJACNG SHEATHING INAL PER TYPICAL CONTINIUOUIS STRUCTURAL M SHEATHINIG DETAIL SHEATHINIGNALPERTYPIX MAL TYPICAL TRUSS nc rAm SHEATHING DErAL ANCHOR PER PLAN DETALAT TRUSS �91,W TYPICAL TRUSS ANCHOR PER PLAN NOTE: REFERM ARCHITECTURAL. DRAWINBS ANDIORTRUSS MAINUFAUTURIER DRAWINGS FOR SPECFCTRU$g PROFLE INFORMATION. P. HEEL HOWS, SLOPE, OVDHN44 STRUCTURAL MTHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGIINEEREDWOOD TRUSSES ATWO.C. WX TRUSSMD40R PER PLAIN FASCIA, (SEE ARCH MR BOND BEW PER PLM IDETAILATTYPIGALTRUSS v# HEEL < 0 11C �OOF�TRUS�SON�MASO�NRY...... LV--�) 5';c1e: File N-3me-. 1 /2"= V-0" RWM-010 CTURAL THING SEE PLAN ATTACHMENT ENGINEERED SES AT 24" O.C. 2x4 BLOCKING AT 2'- O.C. wl (2) 12d TOE EACH END TO TRUSS SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE �META­16 AT BLOCKING wl`114� 8" CMU WALL. SEE PLAN MAX. CAP FROM TOP OF FOR VERT. REINF, WALL TO BOTT. OF BLOCKING �EX�TER­IOR�WA­LL R07 #&L ­BRA�CINOAT N­ON-�BEA­RING (8) 10d NAILS EACH � (4) 1/4' 0 c 2-1/4' M, ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX, CMU WALL SCREWS AT EACH STRAP. (1) SIMPSON HTSM15 CONDTIONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED RVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2� UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATONS, IF FIELD CONDITIONS EXCEED CONDITIONS.OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. AP REPAIR rR 13) TU" 'T' LL co cTj UYPICAL CMIJ WA NNE ON) STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD wl (2)-16d NAILS AT 24" O�C. CONT. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "L" BACK. 1 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 2x4 1" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 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 1" BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. 2x� OUTLOOKER PER DRAWINGS 2x6 FASCIA I x6 w/(3) 8d @ EA. OUTLOOKER 2x� OUTLOOKER PER DRAWINGS 24 FASCIA SHEATHING PER PLAN. — OR - CABLE TRUSS PER PLAN 2x4 BETWEEN EA.' OUTLOOKER w/(2) 10d TOENAILS EDIMENT BLOCKING @ GABLE VALLEY SET TRUSSES AT 24' D.C, ROOF SHEATHING PER PLAN MIN, 9" LONG 20 GA. FLAT STRAP w/ (8) 10d SHEATHING PER _OR_ PLAN. 20 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END, pnp),VALLEY SET OVER FRAME I 11vv ]M& SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24" O.C, ROOF SHEATHING PER PLAN SHEATHING PER _OR_ PLAN. (1) SDWC15600 TRUSS SCREW TO EVERYTRUSS BELOW PRE-ENGINEERED ROOF TRUSSES @ MAX. 2�` O�C, SHEATHING PER ARCH 1x4 FURRING AT INSTALLED PER MANUF. MAX, 16' O.C. w/ (3)10d AT EA TRUSS EXTERIOR CEILING FURRING — SCALE: N.T.S. �VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING -'-�—PER PLAN 2x4 BLOCKING AT DIAGONALS ONLY. 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH ATTACH AT EACH END wl (2) 12d END wl (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING TOENAILS, NAIL SHEATHING TO AT 6" O.C, wl MINIMUM 8d NAILS. BLOCK 4 BAYS BACK STRUCTURAL SHEATHING PER PLAN BLOCKING AT 6" O.C, w/ MINIMUM FROM GABLE TRUSS. 20 LADDER FRAMING AT 2�" O.C. REQ'D AT 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. MEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE OVERHANGS GREATER THAN 12". ATTACH TO TRUSS SECOND BRACE IS REQUIRED, SIDE OF BLOCKING. TOP CHORD w/ (2)-16d NAILS AT 24' O,C, �WHEI NAIL TO OPPOSITE SIDE OF BLOCKING. CONT. 20 wl (2) 12d NAILS STRUCTURAL SHEATHING 26 DIAGONAL BRACING wl (5) 10d COMMON NAILS TO PRE-ENGINEERED WOOD BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE TRUSSES AT 2'-D" O.C. M AX. SEEPLAN FOR ATTACHMENT OF ALL '3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 4' STRUCTURAL SHEATHING. D.C. @ APPROX. 45-DEG ANGLE. TRUSS ANCHOR 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE T SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T' LAP SEE CONN. CHART 20 V BACK. NAILED w/ (2) ROWS 10d GUN NAILS 9 8" O.C. BOND BEAM PER PLAN 2. AT VERTICALS OVER 6'-6* TO 8'-4' SIMPSON A23 w/ (8) 10d x 1-1/2" USE (2) 20 1" BACKS (1 EA. SIDE) (OR (ONE O,N EACH SIDE OF BRACE TO TOP PLATE), PpAmp ppp rAqp � API nw) SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6" O�C. NOTCH 1" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" STRUCTURAL SHEATHING 7 ANCHOR BOLTS AT 4'-0" O.C. MAX. vi/2%2' PL. Cmu WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED NAIL BOTTOM CHORD OF CABLE BEAM PER PLAN. FOR RAKED BEAM AT VAULTED TRUSS w/ 12d's AT 4" O.C. CONDITION, SEE PLAN AND DETAIL. CONT. 20 20 NAILED FLAT TO TOP OF BRACE ('T' 2x6 NAILED CONTINUOUS BRACE) NAILED TO DIAG. wl 10d GUN 0 TOP STRUCTURAL NAILS @ B" 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 A DI Or'VIKIF' AT Ag" n P 3 TRUSS BAYS 2x6 NAILED @ BOTTOM FRAMING WOOD- PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE GABLE END TRUSS BRACING DETAIL R09US 9A CABLE END —rAZ)L,1A SEE ARCH BLOCKING DRAWINGS 3, AT VERTICALS OVER 8'-4" TO 13'-0" 8" CMU WALL OR USE ONE 2x4 "L" BACK AND AN LINTEL, SEE PLAN SHEATHING PER ADDITIONAL DIAGONAL BRACE IS REQUIRED FOR REINFORCEMENT PLAN ATTHE PEAK AND ATEVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH MASONRY, 2x4 DIAGONAL BRACING w/ (5) 12d THE DIAGONAL AT MID HEIGHT AND TO THE COMMON NAILS TO BLOCKING AND BLOCKING BELOW THE ROOF SHEATHING w/ TO THE "L' BACK UNI ESS NOTED (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS OTHERWISE ON PLANS, PROVIDE ALSO REQUIRED AT THESE VERTICALS AND ONE BRACE AT THE PEAK AND THE MUST BE ATTACHED TO EACH V BACK REMAINDER AT 48" D.C. DIAGONALS WITH (2) 12d's AND ONE SIMPSON H2.5A OVER 8'-0" MUST HAVE AN OR ONE USP RT5 CONNECTOR. TRUSS ANCHOR ADDITIONAL "T" BRACE ATTACHED SEE CONN. CHART TO THE NARROW EDGE w/ /12d's SIDE NAIL ALL "L" BACKS AND FRAMING PER PLAN AT 6" O�C.. "T" BRACE LENGTH TO STRONGBACKS wl 12d's AT 6" O.C. NOTCH Qf TWF 111 A POKI A I 'Q IF WITW WNHIZ --, — ---1 12' FROM EACH END. L BACKS AT TOP AND BOTTOM, WOOD DUTCH HIP GABLE TRUSS BRACING DETAIL R09B Lm "X" - 10% Jyxj� = 10% 107. OF HOUSE WIDTH HOUSE WIDTH HOUSE WIDTH -X �jl— — 7( (D (D x RIDGE:�/ (D CABLE END BOSTON HIP T RIDGE -/ I (D GABLE END GABLE x w'm 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 #X0 11X9 TILE: 15/32" SPAN RATED PLYWOOD OR OSB PANEL EDGES @ SUPPORTS (1) 6" 0. C. 6" O.C. 4" O.C. PANEL FIELD 6" D. C, 6" O,C. 6" O'a METAL: 15/32" SPAN RATED PLYWOOD w/24 GA. 19/32" SPAN RATED PLYWOOD w/26 GA. NUIE�: * DESIGNED WITH ENGINEERING 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS- TYPICAL. RATIDNAL THAT MEETS ASCE7-16 2. EDGE SPACING ALSO APPLIES OVER CABLE 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 '�,�,'ROOF SHEATHING ATTACHMENT DIAGRAM SHEATHING PER PLAN, 20 PURLIN @ EA VALLEY TRUSS, NAIL TO COMMON TRUSS w/(J) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL @ 8" D.C. 2x4 LADDER FRAMING AT 24� D.C. REQ'D AT — OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" M. 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 wl (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O,C. wl MINIMUM 8d NAILS. BLOCK 8'-0' BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON --IF LENGTH IS LESS THAN 4'-0" USE 2x4 "L" BACK, IF LENGTH IS GREATER THEN �—O' USE (2) 2x4 "L' BACKS, NAIL 1' BACKS w/12d 0 12"0.C.(NOTCHED 0 TOP w/2-12d TOENAILS 11 L' BACK —EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PFR PLAN--J PARTIAL GABLE END TRUSS DETAIL Rvv NJ f-- PARTIAL CABLE Fieldstone C.O.A# ARCHITECTURE: AA26002802 C.O.A ' # ENGINEERING: 0. 60 29349 N BENJAMIN NIESE, PE P. E.# 86025 0 1:1 IAN MCCULLOUGH, PE STAT P.E.# 80956 08/30/2021 0 DATE SIGNED III 100\ CD C) (=> !.,dq CD cn C? T-4 0) +j 0 cx:1 N cu U cu two cf) 44 Ve- cm 'c gm,r;;* �rs r--q III=> C-4 00 0 ;­4 PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famfly SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIM NUVRER 2811.500 mi SHEET Val HORIZONTAL NAUNG .............. --NOTE: PROVIDE BLOCKING AT ALL SHEATHING EDGES, . . . . ... . . . . . /--N I L SPACING AT IN FIELD 12 EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" SHEATHING 8d S' O�C� 3" O.C. 12" O.C. ALL EDGES SINULE NAIL EDGE SPACING 1/2� 1/2 S 1 /2" DOUBLE NAIL EDGE SPACIN( NAUNG �-2x4 BLOCKING G_jSTUD SPACING PER PLAN--/ STRUCTURAL SHEATHIN PER PLAN HEATHING SPUCE-SAME THICKNESS AND STRINGTH AXIS ORIENTATION AS WALL SHEATHING TYPICAL SHEATHING DETAIL W01 Lu y TOP PLATE CONNECTOR: (2) SDWC15600 SCREWS EA STUD DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2X P.T. SOLE PLATE wl 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 STUDS AT 16" O.C, EATHING PER PLAN 'TOM PLATE CONNECTOR: SDWC15450 SCREWS @ EA STUD `--REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION W10 LO�AD�BE_ARI�NG STRUCTURAL SHEATHING, REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. 12 PER ELEV. Li INTERIOR EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16� MIN 8d J' 0. C. 3" O.C� 12' O.C. ALL SHEATHING I I EDGES HEATHING DETAIL ),GABLE END S W02 AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. FASTENERS TO BE 1/8' DIA. MIN. AND EMBEDDED 3/4" MIN. MINIMUM SHEAR CAPACITY TO BE 1501, 2x ANGLE AS REQUIRED w/ (2) 10d TOE NAILS AT EACH END. STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN WINDOWS AND DOORS AND AT ENTRIES WITHOUT BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN BARREL FRAMING IS USED. IOU, milli (2) SDWC15600 0 T( JACK STUDS, U.N.0, DBL 2X TOP PLATE. PLATE TO HE SPLICE PROVIDE 4B" LAP S[` COMMON NAILS AT E CONT. wl 10d COMIV (6) 10d NAILS KING TO HEADER (MIN 3 (1) SIMPSON LSTAIE CENTER ON HEADER SHEATHING PER PLA 2x STUDS AT 16" 0. (3)SDWC15450 0 BO OF JACK STUDS, U.N NAILING PE V-16" MAX. CAP vvvv 2x4 FILL w/ 2" MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. NOTES: ALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL WNDOW 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 RECOMMENDATIDNS. TRUSSES, REFER TO TRUSS MFGR. DRAWINGS. ROOF SHINGLE (W13 ARCH FRAMING DETAIL (OR TILE PER SPEC) US TRUSS STRAP PER Al T D��IATF AOrW TnD STRUCT. DETAILS rAi--�REFER TO PLAN FASCIA PER CO'MMUNITY SPEC SOFFIT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING wl PRECAST SILL PER . PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS OL 0'-0" FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF REQ IY� W31 1-STORY WAL REBAR, CONT. IN ID BEAM DBEAM PER PLAN REBAR VERTICAL PED 25" MIN. U.N.O. REBAR VERTICAL IN ID FILLED CELLS, E PLAN). REBAR VERTICAL LWPED 25" MIN. U,N,O. 5" CLEAN OUT AT ALL ED CELLS, FOUNDATION PLAN DETAILS FOR FOOTING IFORCING. W19 I�YPIC�AL �FI4_ZED�CE_LL XET.AIL (2) SDWC15600 PLATE TO TRUSS, U.N.O. UPLIFT NAILING PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP IPPLES AS REQ'D PLATE TO BE SPLICED OVER A STUD, PROVIDE 46" LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES CONT. wl 10d COMMONS AT 16� O.C� — ADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) D CONNECTORS QUIREMENTS PER PLAN. STEN WALL SHEATHING (1) SIMPSON LSTA24 w/ (13) 10d Y O.C. ALL AROUND NAILS U.N,O - CENTER ON BOTTOM 'ENING HEADER CONNECT WALLS PER W10 DETAIL — NOTE: TYPICAL FOR EXTERIOR BEARING WALLS FRAMING TO BE 20 U.N.O. ON PLANS T�Y P %G A �LF �RA �ME �DB �EA R �IN �GW�A L�L #5 REBAR w/ A,C.I. STANDARD HOOK AT TOP. LAP PER GENERAL NOES. MAY VARY, SEE PLAN BONDBEAM TOP COURSE UNTEL OVER OPENING 8" KNOCK OUT BLOCK w/ #5 BAR GROUTED SOLID #5 VERTCAL BAR IN GROUTED CELL, 8' CMU WALL LAID IN RUNNING HOND, W10TEPPED BOND BEAM OVER LINTEL 2x STUDS AT 16" O.C. (3) SDWC15450 @ BOTTOM OF KING/JACK, U.N.O. — TRUSS BOTTOM CHORD PER MANUF. @ 24" O.C, (2) SDWC15600 TOP PLATES TO EA HEADER PLY ADJACENT TO EA TRUSS, UNO HEADER PER PLAN, (2) PLY MIN, ADDITIONAL JACK STUD AND CONNECTORS REQUIREMENTS PER PLAN. — — — — _F I— _FI NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING. FRAMING TO BE 2x4 U.N.O. ON PLANS. IF CRIPPLE STUDS ABOVE HEADER, CONNECT CRIPPLES TO TOP PLATES & HEADER (1) H2.5A. Fieldstone C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 602 29349 E BENJAMIN NIESE, PE P. E.# 86025 El IAN MCCULLOUGH, PE STATE OF P.E.# 80956 08/30/2021 N DATE SIGNED 1111i [it jx%\ �D 0 5 cf) 00 N C-4 u 0 110 — Ift 0 r.4 rm� cq 1 0 2 CD p L< 00 9 1 'rs PL4 4_4 cp 0 �:: "K� f_4 -1c 0 PRODUCT MANAGER RELEASE DATE: xx Ax /xxxx PROJECT TYPE Single Famflyj SPECIFICATION LEVEL 1PLANNAME Highgate NPC CHITD NUFER 2811.500 SHEET S4,2 a v 0 C:, 8 L> CD C-4 L6 Kr. FINISH WDIRMATTACHMENT- IxCUS7ONIP.T.BUCKTOMASONRY IxWDOD MATCH FRAMEWIDTH, ATFACHW/ TRW Q 4- Ix P.T. BUCK FROM ENDS AND I? D.C. REMAINDER. ATTACH WINDOW THRU BUCK 190 Ml PER FLORIDA ATTACH WINDOW PER PRODUCT APPROVAL FLORIDA PRODUCT APPROVAL ALTERNATE- MCONESE4W 2x OR GREATER BLICK TO MMRY EILLT-UP THICKNESS < 2 Ile = 1/41 vile FINISH PER EDA71ON TAPCM @,r FROM ENDS MD 12- O.C. REMAINDER. wl I 114"EMBEDMENT Tvpni wwnowATTArWUPk1T nrnii N. T. S. FH. N.— WGIVI-1 40 WOOD BUCK ATTACHMENT: Kr. FINISH 2x OR GREATER BUCK TO MASONRY 1xXOD BUILT-UP THICKNESS < 2 1/9 = 1/410 x 4' b(p.T.BUCK TAPCON$ @ 4- FROM ENDS AND Ir O.C. REMAINDER01 1/0 EMBEDMENT ATTACH DOOR PER FLORIDA PRODUCT APPROVAL ALTEMATE: 1xMMPTBUCKTOMWRY BRICK MOLD MATCH NA *I% ATrACH wl T NAILS @ 4! FWISH PER ELEVATION FROM ENDSAND I?OP. REMAINDEFL ATTACH DOOR THRUI I)LICK INTO MASONRY PER FLORIDA TYPICAL DOOR ATTACHMENT DETAIL Scale: File Name; N � T. S WGM-1 50 #3 SWUPSWI — SPACING PER CHART INSTALL HOOKED #5 BARS AND LAP INTO FILLED CELLS AT ENDS OF OPENING wl ACI SID HOOK & LAP LDM PER PLAN — #5 BOND BEAM RON. CONTINUOUS THROUGH LIM BEAM AS SHOWN ORLAPWITHMPREPL (IF REQD) PER PLAN CONC LINTEL BEAM PER CHO A -A N ELEVATION VIEW TYPICAL CAST -IN -PLACE CONCRETE UNTEL DETAIL ticale: 1/2"=V-0" RECESS EXTERIOR CONC.WALL GARAiGE DOOR AND TRACKi INSTALLED 4 PER MANUFACTURERS SPECIFICATIONS. N WOOD BUCKAINCHORED TO CMU wj I12`xIr1!BOLTSORWx1rSIMPSON 11TENHD`Sw1?WA$HERSAT2?O.0.& WITHIN Ir OF TOP AND BOTT% OR (4 FRAMETOBUCKTO ROWS OF I /Px 3' MASONRY SCREINS @ MASONRY I? D.C. STAGGER ROWS r FROM EACH ;L1 f M N Vex 2 Ilf HLTI SLEEVE ANCHOR OREQUAL MIN. 111? EMBED INTO MASONRY (1) PER BRACKET FRAMETOMASONRY] TYPICAL GARAGE DOOR ATTACHMENT ticolei N. T. S. FILLED BOND BEAM #5BARCONT. W1 NOTED: WHEN (1) BAR IS REQUIRED ATTHE TOP, USE THE MMUS BOND BEAM SM TO SATISFY THE BEAM REQUIREMENTS Ali LINM BEAMS TO BE WSI CONCRETE U.N.O. SPACING BENEN LONGITUDINAL. REINFOPMENT IS CONSIDERED TO BE EMALLY SPACED FROM THE WIDTH AND THE 1 -11Z CLEAR COVER ON EACH SIDE. - LONGiWINAL REINFORCEMENT MAY BE PLACED IN ONE OR TWO LAYERS. IFTWO LAYERS ARE USED, SPACM BETWEEN ROWS IS CONSIDERED TO BE 1-10. NOTE:WHEN MORE 11HAN �) BOTTOM BAR$ ARE REMO IN ANir LINTELAACE RMAR IN TO ROWS. OVIINOM TOP R PER NOMKAL MIN YIELD VERTICALSWUPSPER CHART,40 KSI MIN YELD BOTTOM REBAR PER CHART, 600 MIN YIELD Lu cr- Lu cc Lu z z > 0 > 0 a. CD 8'LINTEL 12'UNTEL SECTION VIEW A -A WIT SF32-08/3 IRAT F e 1� Name: WG —160 File Namc WOM-220 SN'rCONC BEAM wl 8"47CONC BEAM w/ (1) #58"x12"COK BEAM w/ 8`xWCONCBEAMwj S"xW!'CONC8,EAtvlWl,g'x24-CONCStAA4wI rx28'C0N.CBEAMw/ V�x3rCONC SEA, Mw/ (1) #5 BAR TOP/ (1) #4 BAR TOP/ (1) #4 BAR I11#55ARTOPJ(1�#4 j1)#,5BARTOPj(1�#4 (1�#58ARTOP/,(2)#4 (11#55ARTOP/(2)#4 (1)#5&ART0P`/(2j#4 (1)45BARTOP/12)#4 BARBOTTOM-#3 BUTTOK #3 STIRRUP'S @4�I SARBOTTOM-#3 BAR BOTTOM, #3 BARS SO TTOM, Arz BARS BOTTOK #3 OAFS BOTTOM, #3 BARS BOTTOM. #3 STIRRUPS94'0�C O'c. o R, f4in''p 5 b,c SpRaUPS 97'0.C. ST 1.9 RU P S 04, 9 " 0 � C, ST 1, RR U PS Cm I W 0. C. STIRRUPS.012�0.C. ST1RRUPS@WOC 1rxB"CONC5EAMwj ax6,r-ox-c-aEAmwvjji)#s 8,427CONCBEAMW/ R1'x1vC0NCafAMw/ S"xW'C.ONCOEAMw/,.g'.%,Z4�CONCBEAPAwt ErxZV� CONC BEAM 16v/ 9"k3V CONC BEAM W/ 4�<S$7 (1)#SBART0Pj(2)#4 BARSTOP,/(21 #5 BARS (1) #5 BARS (f) #5 SIARIS TOP/ (2) 44 (11 #5 BARS TOP/ (2) #5 (1),#5 BARS TOP/ (2) #5 (1) #5 BARS TOP/ (Z) #5 111 #5 BARS TOP/ (2) BARS50TTQM-#3 5OTTOf4A#35T)RRu-PS@1x11 TOPISOTTOOV11#3 BARSBOTTOK#3 , BARSBOTTOM,#3 SAIRSBMTOM, #3 BARS BOTTOM #3 BARS BOTTOM, #3 CONTACTEOA. FOR 7i < 5 s 12'-V' CONCRETE BEAM CONTACTE,ORJOR 8x1.2-C.DNCBEAMw/ &*'x16'CONCBEAMw/ 3'x2V*CONC5EAM,10vj VN.2XCONCBEA?-1w1 ErxZW CONC BEAM W/ 8-x3V'CONCBEAMuvf, CONCRETE BEAM DES116M (2,) #56ARS (2) #5 SARS TOP/ (2) #5 (2) 45 FARS TOP/ (2) #5 (2) #5 BARS TOP/ (21 #5 (2) #5 BARS, TOP/ (41 #5 (2) #5 BAM TOP/ (4)#5 DESIGN Top/BOTMM� #3 BARS BOTTOM, #3 BARS BOTTOM- #3 BARS SCITTOfA #3 BARS B07TOU #3 &ARSBQTTV5k1#3 STIRRUPS @51.0-c. spi RRups @ 6- o c. s-,nRRups@q-o.c, s-nRqups@io-o,c. STIRRUPS@ 12" D.C. 5TIRRUP5,S,14rI0-C CONTACT E.O. R, FOR CONTACTE.0,R, FOR CONTACT E.Q-R. FOR 8`x16`CONC6EAMw.j 8`xZZr CONIC BEAM w/ B`x24'CONCBE-AMw/ B'xZ8`CON.CaEAf1v1*,/ 8`x3:rCON,.CBEA.Mwj '12'9k S-, S 21*-47 CONCRETE BEAM CONCRETE BEAM DESIGN CONCRETE BEAM (2) 45 BARS TOP/ (4) #5 (2) #5 BARS TOP/ (4) #5 (2) #5 BARS TOP/ (4) #5 (2) #5 BARS TOP/ J4) #5 J2) #5 BARS TOP/ J4) #5 DEStGAI -DESIGN BARS BOTTOM. #3 BARS, BOTIZIM, 95 BARS BOTTOPA #3 BARS BOTTOKAS BARS BOTTTOM� #3 STIRRUPS496�0�C 5TTRRUPS P- 9"O.0 STIRRUPS 1T O,C� I STIRRUPS_@� 12" Q.0 STIRRUPS_@ IW',O.C. PIAI 2 2�!= T1 - O�" Foe N=e: WGM-221 PRECAST LINTEL GRAVITY LOAD TABLE (16/29113 LOADS LISTED HAVE BEEN CALCULATED IDR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTrS CON CRETF, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. Ll NTEL LEN GTH MAX. CLEAR OPENING TYPE A INTE 8" L L 8" TYPE 8 I 8" TYPE C 12"TYPEB I IT'TYPEC 14"TYPEB:* I 14"TYPEC * 19'TYPE8 16'TYPEC 20': TYPE B 20' I TYPE C 2411 TY PEB 24"TYPEC 28" TYPE B 28"TYPEC Ir TYPE B 3r TYPE C x 10.. 116. 2231 3069 3719 3280 5163 6607 affilt 9502 ioncia 3069 4605 5206 6113 7547 a974 1000101 Iowa 3'IV 2-2" 2231 3069 3719 3280 5163 6607 8054 9502 im 3069 4605 5206 6113 7547 R974 loam inwa 4'Gr 2'V' 1783 2561 2751 3280 3820 489D 5961 7034 8107 2561 4605 S206 6113 7547 S974 10wo iflam 41V 3-2-- 1343 1969 2110 299Z 2931 3756 4576 54M 6224 1969 4375 52DS 6113 7019 8672 10000 Iowa 48! Ne 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7a74 8203 51 IV 41 IY' 1006 1349 1438 1716 1%9 256D 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 51 10pl 4191 so 1105 1173 1600 1631 2091) 2549 3009 3470 1105 2622 4242 436D 3942 4M 5817 6662 61 V 51211 710 1232 2177 3739 3481) 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 716M 61211 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 21M 2632 3898 5661 4742 5501 81'r -71 1Y1 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 91 e a, cr 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 NIA 1843 2564 3486 2964 3387 ly 611 91211 354 535 &W N/A 1247 2093 2777 2163 2536 535 1054 N/A IS33 2093 2781 2259 2815 Ir 411 101011 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 NIA 1366 1846 242.3 3127 40,06 ix oil 101811 292 525 873 N/A 1254 1684 2193 28C15 3552 525 973 NIA 1254 1684 2193 2805 3552 We 21-2-- 277 471 755 N/A 1075 1428 iffig 2316 2083 471 755 N/A 1075 1428 1838 2316 28a3 13! 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(3) #5 BARS BOTTOM #3 STIRRUPS @:W: #3.SR"UPS @ 7" OC� ga SL�JIJUES a 8 1 12' LINTEL PER PLAN S­tic 1 /2"=1'-0" File N— WGM-222 \\0�xjll I fill Fieldstone C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 0. 29349 E BENJAMIN NIESE, PE P.E,# 86025 [AN MCCULLOUGH, PE E OF P�E,# 80956 oe R 08/30/2021 NA DATE SIGREE-D 111111 C) 5 co C? T--q CXD N op� 0 tj -0 D cf) Boom tpulteckicupr 11.1173 C4 r cm 00 PE, czj �21 0 0 PRODUCT MANAGER RELEASE DATE: xx /xx PROJECT TYPE Single Famfly SPECIFICATION LEVEL Ptflte. AM Highgate NPC CHITD NUZER 2811.500 SHEET S.Aq2,1