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HomeMy WebLinkAbout36959 Highland Meadows CtTM rPulteGrou P 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 „ 40 -O , „ 68 -8 LOT SPECIFIC AREA TABLE —own Description TOTAL C0.01 Cover Sheet �.°2 General "ales :CONDmONED SPACE A1.11 A2.01 let Floor Plan Elevation Elevan &Details CMU—BASE PLAN 1850 SF 1850 S F A2.02 Side & Rear Bevations & Roof Plan :NOMONDmONED SPACE E1.11 1st Floor Electrical Plan CMU—COVERED LANAI EXT. 154 SF E1.12 st Floor Electrical Options CMU—FRONT PORCH FM2 OR CO2 45 SF P'-" Ist Floor Plumbing Plan CMU—GARAGE 438 SF so., Cover Sheet 637 SF S1.0 Foundation Details 51.1 7ounclation Plan 2487 SF 52.1 Wall Base Plan 53.1 rorning Plan $4.1 Roof Details 54.2 Wall Details S4.2.1 Wall Details GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS d sAdditional onfiguration Choices ighgate first Floor Plate Height hoices '-4" Plate Height Elevation Choices lorida Mediterranean (FM2)4B itchen Layout Choices Standard Kitchen Layout 1 aundry Layout Choices aundry Room Layout 2 Stand Alone Sink) xterior First Floor Wall hoices MU Exterior Wall Hose Bib Location Rear oyer Entry Door Swing Door Swing In arage Handing oarage Left arage Water Heater Choices Electric Water Heater arage to House Entry Stepped Entry arage Type Choices —Car Front Load Owner's Bath Layout Choices ayout 1 Standard Shower Owner's Suite Ceiling Choices lot Ceiling overed Lanai Choices xtended Covered Lanai LOT SPECIFIED PLAN INFORMATION ath 2 Shower ChoicesTub/Shower Combination e_ athering Room Ceiling Choices lot Ceiling Customer Name Market Home, 6871-00101 #2 Wind Speed Choices Nind Speed 140 igh Velocity Hurricane Zone hoices on High Velocity Hurricane Zone Address 36959 HIGHLAND MEADOWS COURT ZEPHYRHILLS JFL 133542 Community 6871 JOAKS OF PASCO 6871-00101 ALL WORK SHA" CON4PLY WITH PREVAILING CODES ; 10RIDA 6l,'6_DiNC .CEDE: 1• NATIOfv �l EL.� CrRIC 'ODE, �:.� z C�'1 AND THE CITY OF:' '.PPR"M DATE ORDINANCES CITY OF ZEPHYRHILL PLAN EXAMINER N CN N 0 o Cf) 4 ;N 0 V� 0 > bb •b i••I C ^n CM N �$ *PulteGroupr O O O 00 plc O c y a => o w O, up, x 11 O I Ill PRODUCT MANAGER RELEASE PPROJECT TYPE a F* ICATION LEVEL e PLAN NAME Hi h ate NPC CHI NU ER 2811,500 SHEET GOM N O N U) GENERAL NOTES — DO NOT SCALE DRAWINGS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS TERMITE PROTECTION — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT TM PulteGr,.0 — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF TREATMENT — INSPECTION FOR TERMITES o PROVIDE 6' CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS ■ 4' CLEARANCE REQUIRED AT GARAGES AND PORCHES EXTERIOR — WATER RESISTANCE o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. ■ THIS IS NOT REQUIRED OVER CMU — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER R703.4 — EXTERIOR PLASTER o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 OR ASTM C1787 AND R703.7 — LATH o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 %' LONG, 11 GAGE NAILS HAVING A 7/16' HEAD, OR 1-1 /2' LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1h inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. — SIDING o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — MASONRY o BRICK IS TO BE INSTALLED PER R703.8 o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 ROOFING — UNDERLAYMENT R905.1.1 underlayment for asphalt, metal, mineral surfaced, slate and slate —type roof coverings. 0 Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate and slate —type shingles, and metal roof panels shall comply with one of the following methods: ■ A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied over the entire roof. ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM D1970 or a minimum 3-3/4 — inch wide strip of self —adhering flexible flashing tape complying with AAMA 711, applied over all joints in the roof decking. A felt underlayment complying with ASTM D226 Type Il, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic underlayment meeting the performance requirements specified, is required to be applied over the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of the FBCR for fastener type and spacing). ■ Two layers of felt underlayment comply ASTM D226 Type II or ASTM 4869 Type III or IV, or two layers of a synthetic underlayment meeting the performance requirements specified, lapped and fastened as specified. — FLASHING R903.2 o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and shall be installed in a manner that prevents moisture from entering the wall and roof through joints in copings, through moisture permeable materials and at intersections with parapet walls and other penetrations through the roof plane. — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 GENERAL NOTES VENTILATION / ATTIC ACCESS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT VENTS ONLY PER R806.2 — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — PROVIDE MIN. 1' FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30' AND THE AREA IS GREATER THAN 30 SF o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF THE ROOF FRAMING MEMBERS o MIN. ATTIC ACCESS SIZE IS TO BE 22'x3O' WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE FIRE—RESISTANT CONSTRUCTION — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8' IN THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8' IN THICKNESS OR A 20—MIN. FIRE —RATED DOOR — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — 1h" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE CEILING WITHOUT HABITABLE ROOMS ABOVE — 5/8' TYPE X GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE — 1h, GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS WINDOWS/DOORS — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24' H AND MIN. 20" D o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED PATH WITHOUT GOING THROUGH A GARAGE o MIN. CLEAR WIDTH 32' WHEN OPEN AT 90 DEGREES o MIN. HEIGHT 78" o FINISHED FLOOR SHALL BE MAX. 1 1/2' BELOW TOP OF THRESHOLD o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o FIXED AND OPERABLE PANELS IN DOORS ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION ■ GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24' OF THE HINGE SIDE OF AN IN —SWING DOOR. o WINDOWS ■ GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: s WHEN EXPOSED AREA IS OVER 9 SF a BOTTOM EDGE OF GLAZING IS LESS THAN 18' A.F.F. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; AND ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36' ABOVE THE PLANE OF THE WALKING SURFACE ■ WHEN GLAZING IS WITHIN 60' OF BOTTOM STAIR LANDING o WET AREAS ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS LESS THAN 60' A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. ■ SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED WOOD — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD INSULATION — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY DRYWALL — 1h' SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24' O.C. SPANS ACCESSIBILITY — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29' CLEAR OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS REQUIREMENT. o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 POCKET DOOR SITE ADDRESS — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO LESS THAN 4' IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY GUARDS AND WINDOW FALL PROTECTION — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30' ABOVE GRADE (WITHIN 24' HORIZONTALLY) OR A.F.F. — GUARDS SHALL BE MIN. 36' o EXCEPTION: 34' IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE OF THE STAIRS — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4' SPHERE — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24' A.F.F. AND GREATER THAN 72' ABOVE FINISHED GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED CTA IDC — MIN. CLEAR WIDTH 36' o HANDRAILS SHALL NOT PROJECT MORE THAN 4 V ON EITHER SIDE OF THE STAIRWAY — MIN. HEADROOM 6'-8" — MAX. RISE 7-3/4" — MIN. TREAD DEPTH 10" — HANDRAILS o 34'-38' ABOVE SLOPE PLANE 0 HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE THAN FOUR RISERS 0 1 1/4'-2' GRIP SIZE OR GRASPABLE FINGER RECESS ELECTRICAL — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o IN EACH SLEEPING ROOM o OUTSIDE EACH SLEEPING ROOM o ON EACH ADDITIONAL STORY o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI CIRCUIT BREAKERS OR RECEPTACLES — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND SHALL BE LISTED AS TAMPER —RESISTANT — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS #PulteGroupr PRODUCT MANAGER RELEASE [)ATG. vv /vv /VVVV Me PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET GOM LEGEND MASONRY - CONC. BLOCK OR BRICK WALL all" 2X FRAME WALL PER PLAN J,ELE . ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4 DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. 12:f CEILING TRAYS ARE TO BE RECESSED INTO THE TRAY UP TRUSSES 12" U.N.O. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -20 WALLS ARE DRAWN 3 1/2" THICK -2x6 WALLS ARE DRAWN 5 1/2" THICK -8" BLOCK WALLS WITH FURRING ARE DRAWN 9' THICK INCLUDING FURRING NOTE TO FRAME: -ALL UNRESTRICTED DOOR OPENINGS TO BE FRAMED 5 1/2' FROM INSIDE CORNER. -U.N.O. RESTRICTED DOOR OPENINGS SHALL BE CENTERED IN THE SPACE. 0 b N O O Q a r.q w 0 00 � N O c V W o O 0 o � � w x ECHIM High gateate ER SHEET A1.11 00 8'—O" T.O. WDW 0'-0" u�uuuu� 07 1 —01 FW- I FW- I Mum I W-- I FW- I FU � loinFFE-- 11 FIN-11 FW- I I ! FRONT ELEVATION SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) +1 /2° cV cV N U—T O 5" 2" 6° 4° 2" CORBEL DETAIL SCALE: 1/2' = 1�4 no] TRIM DETAIL SCALE 1/2" = 1'-0' FRIEZE BANDING DTL 2" 4" +1/2" 0 +1' + N +1/2" f-- SILL DTL SCALE: 1/2- = 1'-0" +1 /2e GARAGE DOOR TRIM DETAIL SCALE: 1/2' = 1'-0' f PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx [IM/7i F NNAMEi a eC CHI h 11.500 SHEET A2.01 F PLAN SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 11x17 PAPER) 00 .a d 0 _ TRUSS 9'-4° T.O. WDW -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/6.17) SO. FT, SQ, IN. VENTS SO. FT. SQ. IN. LIN. FT. 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 SO. IN. (121 SQ. IN. VENT) I AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY A , i � 10, °° I OPT. GRIDS PER OPT. 4' BANDING21L - COMMUNITY SPEC SIDE ELEVATION SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-0" ON 11 x17 PAPER) TRUSS 9'-4" 8'-0" Y T.O. WDW c i 00 NISH T.O. WOW o 0'-0_" Jh INIF�H LOUR V LL OPT. 4" BANDNG OPT. GRDS PER CONNUNIIY SPEC REAR E LEVATI O N SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) 4' or Hl I _ CO OPT. (RIDS PER J E - - j OPT. 4" BANDING-/ COMMUNITY SPEC SIDE ELEVATION SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-D" ON 11x17 PAPER) 0 c—/ C) � �MM N U'v c� tkb 0 -0 rm l cn 4 c1r)) N � llkPulteGroup- PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx I SPE'FteATION LEVEL I PLAN NAME Highgate NPC CHI NU ER 2811.5W I Te .OZ W FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 z17 PAPER) ® OWNER'S SUITE � n CFP W/,,,, CAPPED PLATE..�'�-_ ` �v -- W/ USB \ 0. BATH BEDROOM 4 CFP W/`, CAPPED 1, PLATE 220 '*--11oV WTIET r/ GAS WH GATHERING ROOM LAUN RY R I � I � � 0 2 CAR GARAGE CFP W/ FIXTURE i i II oWFl T HOT SPO of OPT. liov W/ PURE AIRS SYSTEM COVERED IANA EXT. CFIP FIXTURE , I I i CAFE R R R — — —#GFa LOW - ------------ �Q I KITCHEN I ------ 11 ---- I FGFa U �1 R CIO R a FOYER \ �. I =;N R j / I PORCH R INSTALL 012" AFF. ON COASTAL AND FM ELEVATIONS 0 07 . 0 ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) *WCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER (*P/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET 61DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET s4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT �pc LIGHT FIXTURE - PULL CORD F@ LIGHT FIXTURE - COACH LIGHT - LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT :0"OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE , PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR O EP ELECTRIC PANEL (AFCI PROTECTED) © SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO IS DISCONNECT DETECTOR(AFa PROTECTED) © THERMOSTAT EMERGENCY LIGHT -OPB PUSH BUTTON 07 TELEVISION OUTLET SWITCH CHINES TELEPHONE OUTLET /0/ GARBAGE DISPOSAL En DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR �.� WIFI HOTSPOT OPENER MEDIA /SWP BOX DATA/TV 10 DATA /TV OUTLET `W/ USB\-F �" �o"A u ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18' AFF BEDROOM 2 I STANDARD RECEPTACLES EXTERIOR 18' AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32' AFF �"CFP W/ MICROWAVE / RANGE HOOD 78" AFF CAPPED BUILT-IN MICROWAVE 66" AFF PLATE/ NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0150 AMP 42 i CIRCUIT MAIN M CIRCUIT 7 'BREAKER n " #4 COPPER L-2" PVC CONDUIT BATH 2 1/2' PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM _ _,,e - PVC 1-1/O COPPER 1-3/0 ALUMINUM _ 4 — C� 'Tbi� _ V (� BEDROOM' � ems. CFP W/ . . CAPPED `✓ �' PLATE 0 ri�.I I 1 I 1_ l i l ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT DISCONNECT SWTCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL uro 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS TfL III III III III IEd I E 1#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE N C. CV S C:) 25 a lItPulteGroup- PLAN NAME Highgate N2&1 CW ER F 11 0 �C) O ,0-1� I .0-1£ I / W ; 1 , 1 � i Ip 1 I 1 I I I I I I I I 1 i I 1 I I , 1, , , I , I , o� J 0 0 0 N W W cc CD V O O , � M f , z_ — W C" CQ-R) �/ FIRST FLOOR ELECTRICAL OPTION. SCALE 1/4" = 1'-O- (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) o ' M n L V L V TYP. SPACING METAL STUD, TYP. TYP. SPACING END NAILS, TYP. LNt 2x4 WOOD BLOCKING INSIDE METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE, TYP. d WOOD BLOCKING STACKED BETWEEN BLOCKED METAL STUDS 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 END NAILS, TYP. a N L.� -F I 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 AL .N.T.S. ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) OCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER *MP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET 0 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 DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF L� LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO MOKE DETECTOR AFp PROTECTED) O EP ELECTRIC PANEL ® SMOKE/CARBON Et ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFa PRoTEcTED) EMERGENCY LIGHT © —APB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH CHINES TELEPHONE OUTLET IC/ � RBPAG EDISP SAL FCI? DOOR BELL CHIMES GARAGE DOOR 0 wn HOTSPOT O Gp0 OPENER DATA/TV MEDIA /SWP BOX 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 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L- 2" PVC CONDUIT 1/2' PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVG 1-1/0 COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP M COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL HOP 313 ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE liPulteGroup- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte E verNUMBER: SHEET ���7T7T FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY a N O N 25 U 0 llkPulteGroup N O O O Z ,14 = O � O o � � w o PLAN NAME Highgate NPC CHI NU ER M1.5W SHEET pill 2 .10 A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CDOE FLORIDA RESIDENTIAL BUILDING CODE 7th EDITION. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWNGS. 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 DIMEN90NS 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. BACKCHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS 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-PO91VENL06: 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 ----------------_-_--- 4RO 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 7-16 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE 'C' 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A 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. C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. Z ALL ALL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8". CONFORM TO ASTM D 1557. 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY NTH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET, 4. FOOTING BACKFILL AND UTILITY TRENCH BACKRLL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. 5. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. D. CONCRETE: 1. CONCRETE SHALL CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST EDITION) WITH 1 MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. 2. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS ONO: : a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR SLABS ON GROUND - 1 1 2 INCHES CLEAR b. STRUCTURAL LAB / c. FORMED CONCRETE WITH 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 Y OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS 7. ALL RONFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. 9. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN AD 614, AD 301, AD 318 & ACI 33Z 10, SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. 11. ONE OF THE FOLLOWING METHODS Of CRACK CONTROL SHALL BE USED: (.) 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 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWW). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE )' TO 2 X N 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 WEN REQUESTED BY THE BUILDING OFFICIAL E. MASONRY WALL CONSTRUCTION: 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. 2. - - BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1900 i MASONRY UNITS SHALL MEET ASTM G 90, GRADE N i FOR HOLLOW LOAD BEAR E ps ON THE NET AREA (Pm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8' x 8' x 16', TWO HOLE, SQUARE END BLOCKS UNLESS NOTED 1 OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE "S' OR V. 1 4. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 1 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0' U.N.O. 1 REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. 7. EXPAN90N TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 1 8. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 9. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS, 10. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND TED TO THE FOUNDATION DOWL, 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 AD HOOK 14 20' 3' 10" #5 25' 3-3/4" 10" 16 34' 4-1/2' 11' #7 42' 5-1/4' 13" F 2. 3. 4. 5. 6. 7. 2. 3. 4. 5. 6. 7. 8. 9. 10. N 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 W. MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TDLERANCE ON SPECIFIED CONCRETE COVER d<--8 in +/- 3/8' -3/8" d>=8 b +/- 1/2' -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2' WOOD FRAMING: 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. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 2x4 (MIN) SPF OR SP NUMBER 2 OR BETTER 0 16' O.C. FOR WALLS 9'-5' OR LESS. INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPF OR SP NUMBER 2 OR BETTER 0 16' O.C. MAX. (U.N.O.). INTERIOR NON -LOAD BEARING WALLS SHALL BE 2x4 SPF, SP, OR METAL STUDS ® 24" O.C. MAX. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 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 2x4 STUD WALL PROVIDE (1) 2x4 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. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH )' TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8" O.C. FOR EACH, U.NO. SEE FRAMING PLAN FOR DOUBLE TOP PLATE 9'UCE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 N LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE 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. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 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. 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) D.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 SD 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. 8. ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL BE DETERMINED BY THE DELEGATED TRUSS ENGINEER. 9. ALL TRUSS -TO -TRUSS CONNECTIONS, BOTH GRAVITY AND UPLIFT, ARE DELEGATED TO THE TRUSS SYSTEM ENGINEER AND CALLED FOR ON THE MANUFACTURER'S LAYOUTS. ANCHORAGE: SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2' DIA, EMBEDDED 7. USE 10' LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3'x3'xO.229' PLATE WASHERS. 2 EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 MO ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE SIMPSON STRONG -BOLT Z. A T THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED 3. SCREW ANCHORS IN CONCRETE SH LL MEET QU • SIMPSON `DTEN HD. CAN ONLY BE INSTALLED IN DRY INTERIOR OR NON -CORROSIVE SCREW ANCHORS SHALL BE. , ENVIRONMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ]CC -ES AC308. PRE -APPROVED ADHESIVE ANCHORS SHALL BE SIMPSON 'SET-XP' OR SIMPSON 'AT-XP'. 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'. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON `FITEN SCREWS'. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON 'SET'. 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORDA PRODUCT APPROVAL 8. PRE -APPROVED SUBTTUTIONS 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 fEDGE 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 'TITEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2' DIA. F1554 GR. 36 ATR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS, 0. 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. 1. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 2. 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. 3. BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. 4. CONNECTION HARDWARE SHAD_ BE SIMPSON STRONG -TIE J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING 15 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A r DIA. HOLE 6' DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36' LONG #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 PO JR, 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. 2. M159NC OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS. 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-Y FROM ANY EDGE FOR N BOLTS AND 3-Y" FOR )' AND r BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5" MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24' TO 16�. 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM Y" x 6, OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE 'SET' EPDXY THE SAME SIZE AS THE ONE BEING REPUCE W/ A 6' MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL IN THESE DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2" FROM THE FACE CE THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3" NAILS). WHEN CAP IS GREATER THAN 1 1/2", INSTALL NEW ANCHORS. 4. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY V OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN V AND 1 r, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 )�, CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS (1-3/8-FOR A 2X4 STUD OR 2-3/16-FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS (2-1/8'FOR A 2X4 STUD OR 3-V16'FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A MD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS. FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/41X1-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'#'-SDS3 WITH (1 2)-1/4N3' SOS SCREWS, WHERE ''CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOP/BOTTOM PLATES 0. FOR PLUMBING/MECHANICAL UTILITIES A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2-WIDE AND MUST BE FASTENED 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 DR 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 167GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS 2-ABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2-BEYOND THE PIPE ON EACH 901). b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTIVES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3' WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTTTIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7' ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2. 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 WITH R703 AND R704. ALL VINYL SOFFIT SHALL COMPLY WITH THE MANUFACTURER'S INSTALLAEDN INSTRUCTIONS AND R704. r ' Roof Pressures Wall & Soffit Pressures Zone 1 Zone 2 Zone 3 Zane 4 Zone 5 19" 2 -34.4 N/A N/A 19.2 -47. 5 25.8 -27. 8 25.8 - 34. 4 Zone 2e Zone 3e N/A N/A Zone 3r N/A N/A 19.2 -47.5 Zone 2n N/A N/A Zone 2r 19.2 -47.5 DESIGN PRESSURE CALCS DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS - i y � la +d l M , � . ., , . , ,. , ur _ -� Positive Ne ati>ve Width Height_i Effective Pressure Pressure description Zone Lftj Lftj `AreaJfQ)< fpsf 16070 OHGD - 16 7 112 21.9 -24.4 3080 DOOR 4 3 8 24.0 24.4 - 26.5 6080SGD 5 6 8 48.0 23.2 - 29.3 4010 IF WED 4 4 1 4.0 25.8 -27.8 25SH 4 3 S.25 15.8 25.1 -27.2 24SH 4 4 4.166667 16.7 2S.0 -27.1 25SH (2) END 5 6 S. 25 31.5 24.0 -30.9 25SH END 5 3 5.25 15.8 25.1 -33.1 ( 2) 26SH END 5 1 6 1 6 36.0 1 23.8 -30.5 25SH It3 4 1 9 1 5.25 1 47.3 1 23.2 1 -25.3 ,t1111111/ 000Fiel&tone ....- V. C.O.A# ARCHITECTURE: QJ► •' AA26002802 C.O.A.# ENGINEERING: No. 880 S 29349 BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE P.E.# 80956�ORvD ST F Qj • ' ��`� 08/23/2 1 ''AL /1111 u *PulteGroupr PRODUCT MANAGER RELEASE [Mli1Tlm-1121 SPECIFICATION LEVEL Puite NPC FPLANNAME ER SHEET S0.1 (1) J5 REBAR wAAP PER COVERSHEET CMU COL PER 8" C.M.U. FINISH PER ELEV. PLAN AL 7 : . — FINISH GRADE co M MONOLITHIC FOUND. W/ (2) 14 DIA, RODS .1 I CONT, ON CHAIRS =E 9 * STARffERTER COURSE ALT. CMU SEAT @ -1,Y2' EXTERIOR MASONRY WALLFTG FROM TOP OF SLAB PAVERS OR SLAB PER SLOPE Id 1�ff SPEC. CONCRETE FOOTING w/REBAR AS NOTED -'. .. .. . ... I- .. ON FOUNDATION PLAN . 0--" i r (IF REQUIRED) PER PLAN L m MASONRY WALL CORNER ON M FT SCALE, 1/2'=I'-0 SCALE; 1/2'=1'-0 8* C.M.U. WALL FINISH 3/4' RECESS IN SLAB 10 1/2' PER ELEVATION 3/4* RECESS IN SLAB FINISH FLOOR-------- IIIIIH ILOOR-----i\ SLOPE 00 ... . . .......... ................. ...... ................... MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. L I m L V4 0 2 STORY GARAGE DOOR RECESSED SILL SCALE: 11/2'=I'-0 RECESS WITH PAVERS 2x AT 24"O.C. MAX 2x P.T. PLATE SECURED TO SLAB w/ Y POM ACTUATED FASTENERS OR TAKORS 0 16- O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS 112' Or - STEP PER PLAN :R"OPE.. r . - 7. 1 F11 ou 6 1/2 (1) #4 ROD CONT. ON CHAIRS UNO STEP CONDITION THICKEN® SLAB Q GARAGE (NON -BEN" SCALE: 1/2'=1'-0 B" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) 14 DIA. RODS CONT. ON CHAIRS PVC SLEEVE i'-C 1112 STORY --'� F BMNG PENETRATION DETAIL SCALE 1/2'4-0 f5 REBAR w/LAP PER COVERSHEET M cp C=� z - 8" C.M.U. WALL FINISH PER ELEVATION SLOPE SLOPE II MONOLITHIC FOUND. w /(2) 14 DIA, RODS CONT. ON CHAIRS. 1'-4" 0 2 STORY RECESS WITH M 2x P.T. PLATE SEM TO SLAB w/ 2x AT 24'0,C. MAX. 3' PONDER ACTUATED FASTENERS OR -VA, TAMS 0 16' O.C. OR (2) ROVS 12d GUN NAILS 0 12" O.C. START SI2E HERE 1/2' G.W.B. EA SIDE SLOPE 7 FLUSH CONDITION PENETRATING PVC SLEEVE 8* C.M,U. FINISH PER ELEV. FINISH FLOOR LOOP TE (TYP.) MONOLITHIC FOUND. W/ (2) jF4 DIA. RODS CONT. ON CHARS CONCRETE SLAB ON CLEAN COMPACTED FILL 1/8' SAW CUT SAW CUT NOTE: SAVED JOINT SHALL BE CUT V11HIN 24 HRS. OF CONCRETE PLACEMENT, TYPICAL SAW CUT JOINT SCALE: 1/2'=1'-0 CMU COL. PER PLAN LO 6!=A �E op -on SLOPE CONCRETE FOOTING w/REGAR AS NOTED . . .. - - - -- , ON FOUNDATION PLAN . (IF REQUIRED) PER PLAN MASONRY WALL CORNER ON SPREAD FT SCALE: 1/2'-4-0 —#5 REBAR w/LAP PER COVERSHEET CI ui cc: m c-D C=3 z (1) 15 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS 1 0 EXT. MASONRYWALL 0 GM SCALE 112-=1'-0 POURED CURB FINISH GRADE 'I � —MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS 2-1/2' 0 IMPACT __j GROUT BED DOOR PAVERS PER SPEC DOOR PER SPEC ¢ PAVERS PER 3" 3 C-4 (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS VANES) JM SLOPE PER Effi A-4-T F.F. I -, �c . - SLOPE 71 LT. BRICK - - - 00 0- 00 THRESHOLD 12' SQUARE C.N. . COL. PER PLAN (2) F ROAR w/ oC > 0 EACH FILLED CELL 25' LAP MIN. OL SLOPE PAVERS OR SLAB PER SPEC. ig CONU17 FOOTING w/REBAR D AS NOTED ON FOUNDATION PER PLAN PLAN (IF REQUIRED) 11 q Aw—'MASONRY COLON SPREAD FTG. SCALE: 1/2'4-0 DOOR PER SPEC DOOR THRESHOLD 3" MONOLITHIC FOUND. w/(2) 14 DIA. RODS 1'-4! 0 2-STORY MONOLITHIC FOUND.---" w/(2) #4 DIA. RODS �MSHOLD 11 l'-4' @ 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS FLUSH BRICK ?-4' 0 2 S4Y EXTERIOR DOOR SILL @SGD (Paves) EXTERIOR DOOR SILL 0 BM PaM) EXTERIOR DOORSILL 0- BOY SCALE 1/2'=1'-D FINISH GRADE (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2- CONC. OPE SLAB SL j±Li,4 THICKENED SLAB EDGE SCALE. 1/2*=1'-O (1) 14 RONFORCMENT .4" SEE FOUNDATION PLAN BAR CONT. CONC. PER SCHEDULE SLOPE TO DRAIN w- SHNER. RECESS SCALE: I/2-=1'-O SCALE 1/2'=1'-0 t* k kz PAVERS TYP. (1) 14 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE 1/2*=I'-0 VERTICAL DOWEL - AS REUD IN PLAN LAP SPLICE :F:I::2::) REINF. PLACEMEIff AT FTG. CORNERS SCALE. 1/2'=I'-O PER PLAN MONOLITHIC FOUND. W/ (2) #4 DIA, RODS CONT. ON CHAIRS CORNER BAR WITH 25' MIN. LAP SPLICE EACH SIDE. SAME SIZE AS CONT. FOOTING STEEL NUMBER OF CORNER BARS EQUALS NUMBER OF CONT. BARS NUMBER OF REBAR PER PLAN opo Fieldstone C.O.A# ARCHITECTURE: 4ti AA26002802 C) C.O.A.# ENGINEERING: .8 02 C14 29349 0 BENJAMIN NIESE, PEC:::��- Z in P.E.# 86025 0 IAN MCCULLOUGH, PE STATE 0 P.E.# 80956 08123/2021 ...... 0 At - FATE —9G.NED *PulteGroup PRODUCT MANAGER RELEASE PROJECT TYPE SPECIFICATION LEVEL Me PLAN NAME Hi hgate NPC CHI NU ER M15W SHEET S1.0 FOUNDATION SCALE: 1 /4°=V-0' PLAN 0 10 I 00 I of I 1-0 0 0 00 I d- I 40,-0" 29'-4" 10'-8" F03C '48'-8" 24"x24"x12' CONC. FTG. w/ S1A #4 BARS 6" O.C. EA WAY o w/ OPT. w/ OPT. SCREEN I 3'-11/2" 8° 7'-0° ° 4'-51/2" g° 10'-2' " 2'-7" (SCREEN ENCLOSURE ENCLOSURE( _ F11 F11 -- S1A S1A •�• VERIFY M.O. VERIFY M.O. a I d ■ ■ • N I ■ _ Fm •- S1A S1A - ■ o I I � rn N 1'-21/2" 1 1 2'- 1 1 /2" N I I N IFY M.O. I CJ ■ lei 0 0 .1 I CJ ■ g° 3'-01/2" FO7 S1A I I 5 1 2' i 1 � CJ ■ S1A I o I 0 ■ ■ 1 Foi •- I cJ CJ I ■ .. �-o I REFER TO ARCHITECTURE FOR 1 ACTUAL WALL LOCATION S1A I SLOPE STARTS M CJ HERE I I 1 1 11 ■ 26-1 " S1A 1 1 ■ I VARIES / o CJ 1 1� 1 F04 ..IN OFco I 1 ■ ■ S1.0 1 C o -� N J C/'I II c StA 1 Ll � 1 CJ RIFY ^ CJ rRlf�S1.0 M.O. 1 ■ 5 " - 3'4°I 51 ' 1 _• F01 S1A S1A � 1 1A Ln im! 1616— a 101 VERIFY M.O. 8 1'-9" 4'-3" 1'-8' = VERIFY M.O. 00 cV ■ ■ 32%24 12" CONC. FTG. w/ FIXIC 32%24%12' CONC. FTG. w/ #4 BARS 6" O.C. EA WAY S1A 14 BARS 6" O.C. EA WAY 4'-11" 1'-8" 8" 7'-0° 8" 2'-11 1/2' 19'-6' 40'-0" 0 ::g o n- o cc LO I 00 I LEGEND SYMBOLS Q BxB FILLED CELL W/ f REBAR FNT2 SxB FILLED CELL W/ (2)15 REBAR @ INSIDE FACE Q 8x8 FILLED CELL W/ NO REBAR REQUIRED 45' CMU -FILL CELLS W/ #5 REBAR © 12x12 FILLED CELL W/ (4)-J5 REBAR OIL FLEW ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0' DETAIL INDICATOR I 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. I PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS - �11111111/ d ►<> Fieldstone .\\ �,a a - C.O.A# ARCHITECTURE: i AA26002802 C.O.A.# ENGINEERING: • 86025 29349 _ E BENJAMIN NIESE, PE .8 P.E.# 86025 rA ❑ IAN MCCULLOUGH, PE P.E.# 80956 E 08/23/2021 '�i A` �.�� �`• DATE SIGNED *PulteGroupr PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE ISPECIFICATION�+'� LEVEL I PLAN NAME High EERte NPC CHI NU PWAA 2K1.3w SHEET S191 Fp rn rn m 0 fV N 0 co Q WALL BASE PLAN LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8' KNOCK OUT BLOCK NTH 15 BAR GROUIED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4' NOMINAL BEARING PER END ® LINTELS OR AS REQUIRED BY MANUF. (NOTE:MOST MANUFACTURERS REQ. 8' BEARING 0 SPANS > 12'-4') 3. LINTELS WITH A CLEAR SPAN LONGER THAN 17-4' SHALL BE PRESTRESSED. 4. BOND BEAM ELEV = 9'-4' U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4' FOR ALL LINTELS 28' OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED r QUANTITY OF REBAR AT i BOTTOM OF LINTEL CAWTY rNOMINAL L 1 B/1 T LQUANTITY OF 15 REBAR AT TOP NOMINAL HEIGHT WIDTH #5 REBAR AT TOP MIN. (1) REOD '' 1-1/2' CLEAR W - •. CMU mz GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY l 7-5/8'J BOTTOM REINFORCING ACTUAL PRONDED IN LINTEL (VARIES) 8' NOMINAL WIDTH LEGEND DETAIL INDICATOR XXX LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO EF (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO 3'-4" DOUBLE 2x6 ------ S-5' - 6'-0' DOUBLE 2x8 ------- 6'-1' - 8'-6' DOUBLE 200 2 JACK STUK EACH END. 8'-7" - 12'-6" DOUBLE 2x12 (2) JACK STUDS. EA(N FND. #5 REBAR IN VERTICAL GROUT FILLED CELL MITER LINTELS BY FIELD ROUGH OPENING _ � CUTTING ' BELOW #5 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL 45 BAR AS SHOWN PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAIL w/ COLUMN BELOW Kt& 000Fieldstone ' ... C.O.A#ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: O. 25 ` 29349 E BENJAMIN NIESE, PE .p P.E.# 86025 ❑ IAN MCCULLOUGH, PE F Q/ P.E.#80956 APtORI08/23/2021 DATE SIGNED 3 L V V C kf IP f PRODUCT MANAGER RELEASE DATE: XX XX XXXX PROJECT TYPE Sin a Family SPECIFICATION LEVEL pwte PLAN NAME Highgate NPC CHIM NU ER 2R1.500 I EET S2*1 CV G �v N 0 N ROOF FRAMING PLAN - SCALE: GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL. 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM, 4. REFER TO DETAILS FOR ALL WALL SHEATHING REQUIREMENTS. ALL OTHER SHEATHING TO COMPLY WITH MINIMUM CODE REQUIREMENTS U.N.O. IN THESE DRAWINGS. 5, FLOOR SHEATHING (IF APPLICABLE) SHALL BE W MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS, 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. 8. PROVIDE SOLID BLOCKING FROM ALL BEAMS k GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE METAI6. 2. ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (I)SDWC15600 MAY BE USED ON JACK TRUSSES, 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND DETAIL INDICATOR CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURERS PROFESSIONAL ENGINEER. % 0111111/ //' OPFit eldstone C.O.A#ARCHITECTURE: AA26002802 - ---_/% C.O.A.# ENGINEERING: 29349 BENJAMIN NIESE, PE P.E.# 86025 ❑ [AN MCCULLOUGH, PE P.E.# 80956 08/23/2021 DATE SIGNED r STATE OF �� �• ••!NCO ,.•' � `� J PRODUCT MANAGER RELEASE nATP vv wv wvvv r a Famfl ATON LEVEL PLAN NAME Hi h ate NPC CHIC NU ER 2811.500 SHEET S3.01]l iii YI 1, ICI I 1 F: r t II) I r► I STItIc URIILafATFriti, SIB: PUTT AND DEW FOR ATTAOAW Pmeamowom 7RMAT24F0.G.WUC TwANC1i0A PER PLM ImmoNq �D BFJW PBi PUW DETAlLATTYPr&TKWwHEEL <B IM ROOF TRUSS ON MASONRY 5calm 1 /2"=1'-0" 2x4 BLOCKING AT 2'- O.C. w/ (2) 12d TOE EACH END TO TRUSS BOND BEAM I PLAN AND SC 8' CMU WALL. SEA I LN\ FOR VERT. REINF, WALL BRACING AT NON -BEARING Ilv! 1"u STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24" O.C. Fie Name: RWM-010 TURAL HING SEE PLAN TTACHMENT NGINEERED ES AT 24' O.C. HING PER PLAN 6 AT BLOCKING w/l /4" GAP FROM TOP OF WALL TO BOTT. OF BLOCKING EXTERIOR WALL TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN LlSHEATHING AND AND SCHEDULE PER PLAN R08B WALL BRACING AT BEARING WALL (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 HTSM16 CONDTIONS OF USE - (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. O EACH MISSEDL 2, UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS, IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. R13 MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL OONt'Ecmm STRUCTURAL SHEATHING PER PLAN 20 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L' BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4' USE (2) 20 "L" 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 RANG. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH 'L' BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. 2x4 OUTLOOKER PER DRAWINGS 26 FASCIA lx6 03) 8d @ EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 24 FASCIA rw rLAN 20 BETWEEN EA.-' OUTLOOKER w/(2) 10d TOENAILS _ EDIMENT BLOCKING GABLE VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN MIN. 9' LONG 20 GA. FLAT STRAP w/ (8) 10d SHEATHING PER _ O D _ PLAN. I\ 2z4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. one VALLEY SET OVER FRAME PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24" O.C. SHEATHING PER ARCH , 10 FURRING AT MAX. 16" O.C. w/ INSTALLED PER MANUF. (3)10d AT EA TRUSS soi EXTERIOR CEILING FURRING SCALE: N.T,S. VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER - OR - PLAN. (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW 2x4 BLOCKING AT DIAGONALS ONLY. 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH ATTACH AT EACH END w/ (2) 12d END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING TOENAILS. NAIL SHEATHING TO AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK STRUCTURAL SHEATHING PER PLAN BLOCKING AT 6" O.C. w/ MINIMUM FROM GABLE TRUSS. 2x4 LADDER FRAMING AT 24' O.C. REQ'D AT 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, SIDE OF BLOCKING. TOP CHORD w/ (2)-16d NAILS AT 24' O.C. NAIL TO OPPOSITE SIDE OF BLOCKING. CONT. 2z4 w/ (2) 12d NAILS STRUCTURAL SHEATHING x6 DIAGONAL BRACING w/ (5) lOd COMMON NAILS TO PRE-ENGINEERED WOOD LOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 tO2 '"D.C.MAX.EE TRUSSES AT 2-0QMAX3NE PLAN FOR ATTACHMENT OF ALL BRACE NEAR THE PEAK AND THE REMAINDER AT 48 STRUCTURAL SHEATHING. .C. @ APPROX. 45—DEG ANGLE,TRUSS 0 ANCHOR 3 SEE CONN. CHART 1. AT VERTICALS 3'-6' TO 6'-6" USE ONE PLICE DETAIL FOR DIAGONAL 4' LAP WITH "T' LAP 2x4 "L" BACK. NAILED w 2 ROWS 10d GUN NAILS @ 8' O.C. / () BOND BEAM PER P 2. AT VERTICALS OVER 6'-6" TO 8-4* j��(2) SIMPSON A23 w/ (8) 10d x 1-1/2' USE (2) 2x4 'L" BACKS (1 EA, SIDE) (OR (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SHTG FRAME PER CASE 3 BELOW) SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's '--SHEATHING PER PLAN AT 6' O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10" ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"z2' PL STRUCTURAL SHEATHING CMU WASHERS AND 7' EMBEDMENT. SEE PLAN FOR ATTACHMENT NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w/ 12ds AT 4' O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE PLAN AND DETAIL. / CONT. 20 \ 20 NAILED FLAT TO TOP OF BRACE ('T' 2x6 NAILED CONTINUOUS , BRACE) NAILED TO DIAG. w/ 10d GUN @TOP STRUCTURAL NAILS @ 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 2 4 BLOCKING AT 48" 0 C - \ 3xTRUSS BAYS — / 2x6 NAILED 0 BOTTOM WOOD. FRAMING PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 GABLE END TRUSS BRACING DETAIL Kls GABLE END —FASCIA x SEE ARCH BLOCKING DRAWINGS 3. AT VERTICALS OVER 8'-4" TO 13'4 8' CMU WALL OR USE ONE 2x4 "L' BACK AND AN LINTEL, SEE PLAN SHEATHING PER ADDITIONAL DIAGONAL BRACE IS REQUIRED FOR REINFORCEMENT PLAN AT THE PEAK AND AT EVERY OTHER MASONRY VERTICAL MEMBER IN THIS RANG. ATTACH 2z4 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. UNLESS NOTED (5) 12ds AT EACH END. IN ADDITION TO OTHERWSE ON PLANS, PROVIDE THE SECOND DIAGONAL, A STRONGBACK IS ONE BRACE AT THE PEAK AND THE ALSO REQUIRED AT THESE VERTICALS AND REMAINDER AT 48° O.C. DIAGONALS MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OVER 8'-0° MUST HAVE AN ;ANCHOR ADDITIONAL 7 BRACE ATTACHED OR ONE LISP RT5 CONNECTOR. ;ONN. CHART TO THE NARROW EDGE w/ /12d's SIDE NAIL ALL "L" BACKS AND NG PER PLAN AT 6' O.C.. 'T' BRACE LENGTH TO STRONGBACKS w/ 12d's AT 6" O.C. NOTCH BE THE DIAGONAL'S LENGTH MINUS "L" BACKS AT TOP AND BOTTOM. 12" FROM EACH END. R09B 2UTCH HIP GABLE TRUSS BRACING DETAIL IAlAM "X" = 107. "X" = 107. HOUSE WIDTH I HOUSE WIDTH RIDGE GABLE END BOSTON HP 0 RIDG7 Q GABLE END 1 GABLE X 'X" = 107. OF H(N ICF WIDTH nr 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" = 107. HOUSE WIDTH 'X' "X" OR Q�15/32" SPAN RATED PLYWOOD PANEL EDGES @ SUPPORTS (1) 6' O.C. 6" O.C. 4" O.C. PANEL FIELD 1 6" D.C. 6" O.C. 6" O.C. METAL: 15/32" SPAN RATED PLYWOOD w/24 GA. 19/32' SPAN RATED PLYWOOD w/26 GA. NOTES: # 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 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 VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. 20 PURLIN @ 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. 20 LADDER FRAMNG 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 ENO w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOC( 8'-0' BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND � 32° MAX. SPAgNG --- IF LENGTH IS LESS THAN 4'-0' USE 2x4 V BACK, IF LENGTH IS GREATER THEN 4'-O" USE (2) 2x4 'L' BACKS. NAIL 'L' BACKS w/12d 0 12'0.C.(NOTCHED M TOP w/2-12d TOENAILS 'L' BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLANJ PARTIAL GABLE END TRUSS DETAIL R09C UL PARTIAL GABLE 0 i `,`IIW11111 �/ 00o Fieldstone C.O.A# ARCHITECTURE: i AA26002802 _� • C.O.A.# ENGINEERING: 0• 29349 — N BENJAMIN NIESE, PE i P.E.# W25 ❑ TAN MCCULLOUGH, PE S OF : P.E.# 80956 CORIOp! *. 08/23/2021 �`S�ONAi. G DATE SIGNED ���11 C5 a- 0 N 0 v O Q) C 0 0 � O rr�^ VJ W au � V tv bJD 0 '0 PESO r�—I � M N cs PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX inele F SPECIFICATION LEVEL PWte PLAN NAME Highgate NPC CHIM NU ER ml.5W SHEET Rol mlatmila mum e o 0 0 0 0 0 0 0 0 0 0 0 0 e ° 0 o 0 ° ° 0 0 --NOTE: SHEATHING PROVIDE BLOCKING EDGES. ° AT ALL o o ° 0 ° 0 ° ° ° 0 0 0 0 o 0 0 .. 0 0 0 o e o 0 0 0 0 0 A IL 112' IN 0 SPACING AT FIELD o 0 0 0 0 0 0 0 0 0 0 0 0 EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16' SHEATHING 8d 3" O.C. 3' O.C. 12" O.C. ALL EDGES SINGLE NAIL EDGE SPACING i/2• 1/2 S 0 0 0 DOUBLE NAIL EDGE SPACIN( --2x4 BLOCKING �z NALJNG SHEATHING SPUCE-SANE THICKNESS AND STUD SPACING PER PLA STRUCTURAL SHEATHINGJ PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL TOP PLATE CONNECTOR: (2) SDWC15600 SCREWS @ EA STUD DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUE 2X P.T. SOLE PLATE w/ 1/2" DIAM. ANCHOR BOLTS (10 + 2) AT 32" O.C. MAX. w/7" EMBEDMENT OR 5/8" DIA. EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN. OR 1/2" DIA EXP. BOLTS AT 24" O.C. W/1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB w/ 30 PLATE WASHERS W10 STUDS AT 16" O.C. ATHING PER PLAN TOM PLATE CONNECTOR: 1 SDWC15450 SCREWS @ EA STUD `-- REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL w/UPLIFT 12 PER ELEV. INTERIOR EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" MIN 8d 3" O.C. 3" O.C. 12" O.C. SHEATHING EDGES W02�GABLE END SHEATHING DETAIL AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. FASTENERS TO BE 1/8' DIA. MIN. AND EMBEDDED 3/4' MIN. MINIMUM SHEAR CAPACITY TO BE 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. (2) SDWC15600 @ TOP OF JACK STUDS, U.N.O. DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE w/ (3) 1Od 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. SHEATHING PER PLAN - 2x STUDS AT 16" O.C. - (3)SDWC15450 @ BOTTOM OF JACK STUDS, U.N.O. - NLTI>LLcel;i�;l�� — UPLIFT NAILING PER PLAN CRIPPLES AS REQ'D HEADER PER PLAN, (2) PLY MIN. ADDTIONAL JACK STUD AND CONNECTORS REQUIREMENTS PER PLAN. FASTEN WALL SHEATHING AT 3" O.C. ALL AROUND OPENING — T f — TI— II II II II II II II II II II II II II II _mil_=L1= NOTE: TYPICAL FOR EXTERIOR BEARING WALLS FRAMING TO BE 20 U.N.O. ON PLANS TYPICAL FRAMED BEARING WALL 0"-16" MAX. GAP —, V■ VV Lu 2x4 FILL w/ 2" MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. Ix P.T. SHIM NOTES: ALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL STRUCTURAL SHEATHING. WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION REFER TO STRUCTURAL DETAIL. SHEETS FOR NAILING & INSULATION AS WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE OTHER REQ. PER SPECS. FASTENER MUST EXTEND THROUGH ix SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PRE-ENGINEERED ROOF PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. ARCH FRAMING DETAIL ROOF SHINGLE (W13 (OR TILE PER SPEC) ut TRUSS STRAP PER STRUCT. DETAILS REFER TO PLAN U FASCIA PER COMMUNITY SPEC SOFFIT PER MANUFACTURERS INSTALLATION INSTRUCTIONS BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING w/ PRECAST SILL PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS OIL 0'-0" FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF, REQ. W31 TYP. 1-STORY WALL SECTION W19 EBAR, CONT. IN BEAM BEAM PER PLAN EBAR VERTICAL ED 25' MIN. U.N.O. EBAR VERTICAL IN I FILLED CELLS, PLAN). ¢5 REBAR w/ A.C.I. STANDARD HOOK AT TOP. LAP PER GENERAL NOTES. EBAR VERTICAL ED 25" MIN. U.N.O. CLEAN OUT AT ALL D CELLS. =OUNDATION PLAN BOND BEAM TOP COURSE DETAILS FOR FOOTING ORCING. UNTEL OVER OPENING — IV Lm ` I 11 n'r1L) TYPI('AI FII I Fn rn I nFTAII W18 MAY VARY, SEE PLAN 8" KNOCK OUT BLOCK w/ #5 BAR GROUTED SOLID 15 VERTICAL BAR IN GROUTED CELL. 8' CMU WALL LAID IN RUNNING BOND. TEPPED BOND BEAM OVER LINTEL (2) SDWC15600 PLATE TO TRUSS, U.N.O. 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 LSTA24 w/ (18) 10d NAILS U.N.O - CENTER ON BOTTOM HEADER CONNECT WALLS PER W10 DETAIL 2x STUDS AT 16" O.C. (3) SDV C15450 @ 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. 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 w/ (1) H2.5A. 000 Fieldstone +�p'"' C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: ,. = 0. 86025 29U9 — BENJAMIN NIESE, PE - P.E.# 86025 ❑ IAN MCCULLOUGH, PE P.E.# 80956�tORi T ���/�R 08/23/2021 NAL. ��```�• DATE SIGNED llkPulteGrou;r PRODUCT MANAGER I RELEASE I DATE: XX /XX /xxxx Wi2a SPECIFICATION LEVEL PWte PLAN NAME Hi h ate NPC CHI NU ER 2&1.5W SHEET S4*2 a a Nn: No WOODBUp ATiADUM 1x0ISTOMP.T.BIK MMASONK ixWOOD MAOFANEINURA7Mvf TNAIL14? b(P.T.80 FROMBDSAND IO:C.RMOIDI LATTACH WNDOMITHRDBU KIOWSOMVPERRADA ATTACHWNDOWPER PRODUCTAPPROVAL RMPRODUCT APPROVAL ALTERNATE: ME SEW* 2KORWA11RBU MMASOMII 31TJI T1BfrM < 21 N a 114V x 4' RN FEREIRA110B TAPtN■4•RMEtDSAIDIFICIPA REIIMDffL &f 1114'fiY8 ENtT TYPICAL WINDOW ATTACHMENT DETAIL N.T.S. Pw No,": WGM -140 KL RMSH WOOD OVATACW: 8(ORii BIBIM1CKTOYA9OIi1V ixWOOD BUXT4 <21►P=*0x4' 2xP.T.BUCK TAPCOM@4'FROMENDSAND1raC. N011111111111#11WOMBw APPROVAL ALTBINATE BWgCMOtD 1xCUSTOMPTB 70111ASONRY WTCH RAIWE WCf R ATTACH 0 T 11I FNIR•I P81 BEVAI(Nt FROM SMAND 12' O:G RBM1M ATTACH DOOR THAU LICK NRi MASOW PBC RADDA PROWAPMAL TYPICAL DOOR ATTACHMENT DETAIL bcalc N.T.S. File Nano WGM-1 SO 5.11:; .* 5 -1 N.T.S. I ►1. i - • '1 « ► i ATYPICAL CAST -IN -PLACE CONCRETE LINTEL DETAIL 1A1 ' - 2rd8W000mUtKiiOAtDTOCMUld 11Z x C 1" BOLTS OR tif8' x 8' SMffiON YM HD'310 WANN AT 2t' OA. X FRAIEti)BJCKTO Wlli/ rOFTOPANDMTKIKORP) MASONN! ROWSOF114■xTlv#�90NtI+fSCREWS® 204STAGOROWSFFRDI EACII Ew 1/rx2114'HN.113MEM MXI OR DUAL MN.111rEM8®Ni m MA90 OO)F81 T *'' SECTION VIEW A -A Fie Name: WGM-160 YYGG Scale: Fla Noma: WG11-220 8F8-£q/1T 8FS-05/1Tw/ RECESS 12-08/1T 8Fl JiT 8F20-W/1T 8F244)8/17 BF28.08/1T BF32-011/1T Max O ear Span (S) 8F8-1B/1T SF&18/1T w/ RECESS 8F12-1B/1T 16-18/1T BF20-WIT SF2+18/1T 8F28-18/1T 8F32-28/1T 8'x8- CONC BEAM w/ 8"x8" CONC BEAM w/ (1} #S 8"x12" CDNC BEAM w/ 8"x16' CONC BEAM w/ 8-x20`* CONC SEAM w/ 8"x24" CONC BEAM w/ 8'x28" CONC BEAM w/ 8"x32" CONC BEAM w/ V < S 5 4' (1) #S BARTOP/ (1)#4 BAR TOP/ (1) 44 BAR (l)#tS BARTaDP/t lj #4 (i)#S BARTOP/ (l)#4 t1j BAR TOP/ (2)1#4 t1j #S BARTOP/(Z)#4 (l)#5 BARTOP/ t2j #4 (1)#S BARTOP/ (2} #4 BAR BOTTOM.. #3 807TOM #3 STIRRUPS @ 4" BAR BOTTOM... #3 BAR BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM #3 BARS BOTTOM. #3 BARS BOTTOFA #3 STIRRUPS 4"O.C. O.C. STIRRUPS 5-O.0 STIRRUPS @ 7"O.C. STIRRUPS @ 9- O.C. STIRRUPS @ 10"O.C.. STIRRUPS @ 12- O.C. STIRRUPS @ 14.O.C. rx8" CONC BEAM w/ 8"x6" CONC BEAM w/ (1} #S 8"x 1Z" CONC BEAM w/ 8"xi6" CONC BEAM w/ 8'x.I" CONC BEAM w/ ON24" CONC BEAM w/ 8'xW CONC BEAM w/ ,8"x3r CONC BEAM w/ 4, < Se. 7, (1)#k5 BAR TOP/ (2) #4 BARS TOP/(2) #5 BARS (1) #5 BARS (1) #5 BARS TOP/ (2) #4 (1) #5 BARS TOP/ (2) #5 (1) #5 BARS TOP/ (2) #5 (1) #5 BARS TOP/ (2) #5 (1) #5 BARS TOP/ (2) BARS BOTTOM. #3 807TOR #3 STIRRUPS @ 2" TOP/BOTTOM.. #3 BARS BOTTOM. #3 BARS BOTTOM #3 BARS BOTTOM #3 BARS BOTTOM. #3 BARS BOTTOM. #3 STI RRUPS @ 4" O.C. O.C. STIRRUPS 5. O.C. Sit RR UPS 0 7" O.C. STIRRUPS @ T O.C. STIRRUPS isr O.C. STIRRUPS 12" O.C. STIRRUPS 14" O.C. CONTACT E.O. R. FOR CONTACT E.O. R. FOR 8"x12' CONC BEAM w/ 8"xi6" CONC BEAM w/ 8-x20" CONC SEAM w/ 8"x24" CONC BEAM w/ 8'x28" CONC BEAM w/ 8" 1r CONC BEAM w/ 7' <S S 12'-8' CONCRETE BEAM CONCRETE BEAM DESIGN (2) #5 BARS (2) #5 BARS TOP/(2) #5 (2) #S BARS TOP/ (2) #5 (2) #5 BARSTOP/ (2) #5 (2) #5 BARSTOP/ (4) #5 (2) #5 BARS TOP/ (4) DESIGN TOP/BOTTOM. #3 BARS BOTTOM #3 BARS BOTTOM. ##3 BARS BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM #3 STIRRUPS @ S- O.C. Sn RRUPS @ 6" Q.C. STIRRUPS @ 9" O.C. STIRRUPS @ 10. O.C. STIRRUPS @ lr O•C_ STIRRUPS @ 14" O.C. CONTACT E.O. R_ FOR CONTACT E.O.R. FOR CONTACT E_O. R. FOR 8"x16' GDNC BEAM w/ 8"x20" CONC BEAM w/ 8"x24" CONC BEAM w/ 8"x28" CONC BEAM w/ 8"x32' CONC BEAM w/ 12'8"<S 52V--r CONCRETE BEAM CONCRETE BEAM DESIGNDESIGN(2) CONCRETE BEAM #5 BARS TOP/ (4) #5 (2) #S BARS Tim/ (4) #5 (2) #5 BARS TOP/ (4) #5 (2) #5 BARS Tom/ (4) (2) #5 BARS TOP/ (4) DESIGN BARS BOTTOM #3 BARS BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM #3 STIRRUPS 6" O.C. STIRRUPS 9" O.C. ST)RRUPSOMWO.C. STIRRUPS to 12" O.C. STIRRUPS 14"O.C. 8" LINTEL PER PLAN 'e 22AScol": fi. Nanc 1 2 =1 -0 WGM-221 PRECAST LINTEL GRAVITY LOAD TABLE W/29/ LOADS LISTED HAVE BEEN CALCULATED OR COMP ILEO FROM APPROVED MAN LIFACnMERS: CAST CRETE, LOTT'S CONCRETE, QIIAUTY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTELLENGTH MAX. CLEAR OPENING TYPE A Be LINTEL 8r' TYPE B 8" TYPE C 12" TYPE B 12' TYPE C 14" TYPE B** 14" TYPE C** 18' TYPE B 16" TYPE C 20" TYPE B 20" TYPE C 24" TYPE B 24" TYPE C 28" TYPE B 28" TYPE C 3r TYPE B 32"'TYPE C 2' 1Q" v r 2231 3068 3729 32M 5163 mw RM4 95M lom0 m069 46M 52D6 6'113 7547 8974 10000 lam 3 6' 2' r 2231 3069 3719 3280 5163 6607 8054 95M 10000 3069 46M 5206 6113 7547 8974 10000 1DDm 4 O' 2'8' 1783 2%1 2751 3290 38M 4890 5961 7034 8107 2561 46M 5206 6113 7547 8974 10000 lam 4 6' 3' r 1343 1968 2110 2992 2931 3756 4576 5400 6224 2969 4375 5206 6113 7019 8672 10000 1mm 4 8' 3'4" M7 1349 1438 1716 im 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 82'03 Site 4I r im1349 1438 1716 im25M 3132 3696 4649 2349 3090 4567 MIS 4766 5817 7074 EM 5' 10" 4' 9' am im1173 16M im 209D 25N 30M 3470 1105 2622 JIM2 4360 3942 4889 5917 6662 6 6• 5' r 7l0 im 2177 3739 34M 3031 3707 4363 5061 1232 2177 2739 3480 5381 8360 8625 7M 7'6' 6'2" 5M 991 1729 2108 2632 2205 26M 3191 3685 991 1729 2106 2632 3898 5661 4742 5501 9 v 7' 0' 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9 e 8' 0" 416 699 1160 N/A 1625 2564 3486 2918 3302 699 1245 N/A 1843 2564 3486 2964 3387 w 6" 920 354 535 890 Ni 1247 2093 2777 2163 2536 535 lam N/A ISM 2093 2781 2259 2615 11' 4" 10' 0r' 315 567 B90 N/A 1366 1846 2423 3127 4006 567 945 Ni 1366 1846 2423 3127 4006 32!0" 10, Er, 292 525 873 N A 1254 1664 2193 28M 3552 525 873 N/A 1254 1694 2193 2805 3552 12'6" 13'2" 277 471 755 N/A 1075 1429 1838 2316 2883 471 755 Ni 1075 1428 ims 2316 2883 LT 4' 12' 0" 255 471 755 N/A ]on 1428 1838 2316 2535 471 755 N/A 1D75 1429 lam 2316 2883 14"0- 22'8" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 2328 1697 2127 2630 14'8" 13'4" N/A NA NA NA NA NA NA NA WA N/A 783* N A 1234* 1421* 1779* 2188* 2662* 194" 1410" WA NA NA NA NA NA WA NA WA N/A 710* N/A 1160* 1331* 1660* 2032* 24S* 1T 4' 1617, N/A N/A N/A N/A N/A N/A N/A N/A WA N/A 548'' N/A 952* 11ir 1379* 1671* 1wr 174' 18'O" N/A N/A N/A N/A N/A N/A WA N/A WA N/A 42D* N/A 750* 960* 1177* 1415* 1676* 20'O" 18'8" N/A N/A N/A N/A N/A N/A WA N/A WA N/A 340* N/A 59B* 845* 1114* 1345* 1 1468* * PRESTRESSED ** B" W/2" RECESS U-LINTELS TvDe A- Unfilled no Rebar TvDe B- Continuous Grout Steel oer Plan inBond Beam 0 C-ContinousGroutSteel Der olan in Bond Beam &Lintel CONNECTOR FASTENERS ALLOWABLE LOADS £1TY TYPE GRAVITY (I bs 1.0 UPLIFT(lbs) aQ 1.6 LATERAL lbs 1.6 META16 8 0.148"x1-1/2" __ 150 F1:340 F2: 770 HETA16 9 0.148"x1-1/2" - 1810 FS:340 F2: 770 ( 2) MEi'A16 1-ply 10 0.148NIL-1/2" -- 1975 F1: 68D F2: 770 (2) META16 - � I IS 14 0.162"x3-1/2" -- 1795 F1:1285 F2:1080 (2) HETA16 1 1 10 " 0.148 xl-1/2", -- 1920 F1: 68D F2: 770 (2) HETA16 - 12 0.162"x3-1/2„ __ 236S F1:13SO F2: 1430 I STM16 8 0.148"xl- " -- Mo F 1:12D 4 1/4"x13/4" Then 2 F2: 9U MTS12 14 0.148"xi_ 2" -_ 990 MTS16 14 0.148"x1- " __ 990 HTS16 16 0.148"xl-1/2" -- 1310 - HTS20 24 0.148"xl-1/2" -- 1310 -- LSTA12 10 0.148`°x2-1/2" -- 925 -- LSTA18 14 0,148"x2- 2" -- 1235 -- LSTA30 22 0.148"x2-1/200 -- 1640 -- N STA30 22 0.148"x2- 2" -- 2050 - NSTC52 62 0.148"x3-1/4" -- 4735 -- MSTCM40 10 4"x2- 4" Tite n 2 -- 2800 - 14 0.148"x3- 4" MGT 22 11148"x3" -- 3965 F1: 775 1 5/8" ATR F1525 VI L 1 5 8" AIR -- 222S F1: 650 16 4rrxY" SIBS F1- 630 VISTR/L 2 5 8" ATR -- 5545 F1: 650 32 1XI SDS F2: 630 VGT 1 5 8" ATR _- 4940 F1:1185 16 4"x3" SDS F2 590 (2) VGT• 2 5/8" ATR _- 7185.2ply 8M 3ply F1:1185 32 4"x3" SD5 F2: S90 ©TT2Z 1 8 1/2" ATR 111 SDS _ - MS-2x4 m in 2145- 2 2x4•m:n HTT4 5�r/8" ATR -- 3610 -- �1(a� is //•yy 0.148"x3-+ f26f � HITS 1 5 E r ATR -- 4670 -- 26 €} 148"x3" HTTSI T 1 S 8" ATR -- 5445 - 26 SD#10x2-1/2" ABU44Z 1 S/8" ATR 7570 1900 -- 12 0.162"x3- 2" ABU66Z r 18205 2475 - 12 0,162'x31/2" H2.5A 10 0.131"x2-1/2" _- 565 F1:110 F2:110 H10A 18 0.148"xi-1/2" -_ 1340 F1:565 F2:285 H10A-2 18 0.14811,X1-1/2" 1080 F 1: 680 F 2 : 260 HUG48 14 1/4"x2-3/4" Titen 2 350D 1135 -- 6 0.148"I WS26 4 t1148"xY' 965 1165 - SPH4 12 0.148"xi-1/2" -- Side: 640 y Center:1280 UTC Clips 4 3/16"x2-3/4"r Titen 2 F1: 85 2 0.131"x2-1/2" F2:13S A35 12 0.131"1" -_ -- F1:650 F2:670* SDWC1.5600 1 SDWC35600 -- 615 F1:130 F2 : 225 SDIWC1MS0 1 SDWCLS450 295 1 F2:150 x, a an - d '" 'Y ? z� J2F8-2B/2T12F12-2B/2TIt n Y ..-> i °r°' c r r v,4kS } x' 4 -F f i" ♦� ► 4 -, tr ^; 'r s i r ! r J12 x16" CON C BEAM 121 CONC rEAM 12 x24" CONC BEAMN J ", • it i' r* ` •J r+' i► J BARS Or J BARS O. BARBOTTOM.ii i, • r , ij BOTTOM.i'' BOTTOM.'r ii i STIRRUPS @ 3" O.C. STIRRUPS @ 71, O.C. -#3-ST1,ZqLJl?S + Q,C ' s CONTACT E.O.R. FOR 12 J CONIC • CONCRETE r r t i .12 x1G' CON C i A i i 1 Li' i' r rJ r+ r • r r° i + + r •J • BOTTOM.: ri -;,T#)TMfTCA3STIRR,1JPS @D (3) #5 BARS BOTTOM. (3) #5 BARS BOTTOM. #3 STIRRUPS 10' CONTACTDESIGN E.O.R. •' 12 NC BEAMP, , i ♦ • • CONCRETE BEAM CONTACT E.O.R. FOR 12 x16" CONC BEAM 12N20" CONC BEAM w/ (2) #5 BARS TOP/* CONCRETEc BARS TOP/ BARS it rs RS, BOTTOM DESIGN:A' :i i :+" :i i "' t r r ,r �. - STIRRUPS . r r i s. STIR t5OFieldstone C.O.A# ARCHITECTURE: AA26002802 N0.860 C.O.A.# ENGINEERING: 29349 ■ BENJAMIN NIESE, PE '^ P.E.# 86025 ❑ IAN MCCULLOUGH, PE Q ST IF : Q/ P.E.# 80956� CWR10o! 08/23/2021DATE SIGN At. 5 L V C L L`. RELEASE PROJECT I< to PLAN NAME Highgate NPC CH NU R Z811.,500 SHEETCA LXX*2• 1 1 3b�p , 5 Loi