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HomeMy WebLinkAbout6119 Bradford Woods DrAPPLICABLE CODES THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL -2017 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB [Pultem%gi-rou GENERAL NOTES WIDTH DEPTH 40'-0" 1 66'-0" LOT SPECIFIC AREA TABLE Description :CONDfTIONEDSPACE CMU-BASE PLAN :NON-CONDMONED SPACE CMU-COVERED LANAI EXT. CMU-FRONT PORCH ( FM1 OR C1 OR C01 OR MD1 CMU-GARAGE TOTAL DO.02 A1.11 1850 SF A2.01 1850 SFA2.02 LOT SPECIFIC OPTION SELECTIONS E1.11 154 SF E1.12 21 SF Pl-11 438 SF so.i 613 SF S1.0 51.1 2463 SF S2.1 53.1 $4.1 onfiguration Choices ighgate first Floor Plate Height '-4" Plate Height Choices levation Choices r lorida Mediterranean (FM 1) itchen Layout Choices Standard Kitchen Layout 1 aundry Layout Choices aundry Room Layout 1 (No Sink) xterior t irst t-Ioor wa MU Exterior Wall Additional Hose Bib Location Rear oyer Entry Door Swing Door Swing In I- - --- arage Handing ocirage Right arage Water Heater Choices lectric Water Heater arage to House Entry Stepped Entry arage Type Choices -Car Front Load wner's Bath Layout Choices -ayout 2 ecessed Shower Seat wner's Suite Ceiling Choices 71at Ceiling overed Lanai Choices xtended Covered Lanai ath 2 Shower ChoicesTub/Shower Combination athering Room Ceiling hat Ceilin-1.--g 'ind Speed Choices Wind Speed 140 igh Velocity Hurricane Zone on High Velocity Hurricane hoices Zone 1 SHEET LIST TABLE over Sheet enrol Notes st Floor Plan rant Elevation dr Details ide & Rear Elevations do Roof Plan st Floor Electrical Plan st Floor Electrical Options st Floor Plumbing Plan over Sheet oundotion Details oundation Plan lull Base Plan roming Plan oof Details ,all Details 'all Details LOT SPECIFIED PLAN INFORMATION Customeftme * Market Home �, 6871-08701 Aaaress 6119 BRADFORD WOODS DRIVE ZEPHYRHILLS IFL 133542 16871 JOAKS OF PASCO 6871-08701 ---- 10 ALL W07 1-�+K flan,; j COMPLY WITH PREVAILING CODE Fl ;:;,,. H' j; ..DWG CODE, lVA7'IONrs[DE, \JP,l ' wif{��Ji;Cs HILLS EVIF VL / DATE �. tT 0 5 CITY - cl PLAN Ex;.: mlNt= C5 CL O N r 0 *PulteGroup- O CXD C=> R 50 Q N rS4 _Q F-1 O � w O 2LANh ate ERNAME H811.500 NSHEET �0.01 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 — �h' 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 � PulteGrliup 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 TREATMENT 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 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 — 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. — ' GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE '�i —GUARDS SHALL BE MIN. 36' CEILING WITHOUT HABITABLE ROOMS ABOVE ■ THIS IS NOT REQUIRED OVER CMU o EXCEPTION: 34' IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE — 5/8" TYPE X GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE OF THE STAIRS — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER — 1h' 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 V 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 �' 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), 0 34'-38" ABOVE SLOPE PLANE corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1h 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 o 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 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 o 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 e 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 a 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 tape • 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 II, 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 a 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 II 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 R905.3 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 INSULATION c5 CL N O N C, 0 AtPulteGrourr 00 O R 60 cu Q as N V-� g o W o � W PLAN NAME High ate NPC CHO NU ER 2811.500 SHEET G0.02 en'_n° L CV O N Q FIRST FLOOR PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11 x17 PAPER) LEGEND MASONRY — CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN hELEV. ELEVATION INDICATOR — ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = D'—O" 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 —26 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. 3 N 0 N CD CD 0 c� 0 PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE n 6 1 " SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NM1 W ER SHEET A1.11 Fig FRONT ELEVATION SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) CV O N F[E ul 1 I FFE-01 FW r�■1 _d• OIL 8'-0" T.O. WDW ADDRESS LIGHT PER COMMUNITY SPEC 0 0� co CORBEL DTL SCALE: 1' = 1'-0" FYPON COROG 8X6X4 OR APPROVED EQUAL T6" I I i �l C 0 CV 4" TRIM DETAIL SCALE: 1/2' = V-0" FAIfZE BANDING DTL SILL DTL SCALE: 1/2' = 1'-0" N GARAGE DOOR 4" TRIM DETAIL SCALE: 1/2' = 1'-0" llkPultaGroup PLAN M a C� o a � z � R o � � � w w � �o x � w ate NUER 2811.500 h SHEET A2.01 3 c v CL 0 0 CK 48 v N W 0 a, Lo CV 0 cV 4 N Cn il F PLAN. SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-C" ON 11x17 PAPER) SAND FINISHED - STUCCO -------------- 44 I' o OPT. GRIDS PERco COMMUNITY SPEC OPT. 4" BANDING SIDE ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-0" ON 11 x17 PAPER) -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SO, FT. SQ. IN. SQ. FT. SQ. IN. 0 0 0.000 0.000 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ, IN. VENTS OF SQ, FT. SQ. IN. LIN. FT. 0.000 0.000 1 0.000 0.000 0 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SO. IN. (121 SQ, IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY TRUSS BEARING 9'-4" OIL 8 -0 T.O. WDW o � 0 rn Ilk 0'-0" L I ' I � i OPT. GWDS PER ll�OPT. 4" BANDING WMMUNIY SPEC REAR ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) RING 9 -4 T.O. WDW o 00 L I r------ — --- --: --- --, ------------ r- I ' ; -a CD --- ! 1 T � i = - — - OPT. GRIDS PER COMMUNITY SPEC OPT. 4" BANDING SAND FINISHED STUCCO SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-D" ON 11x17 PAPER) OIL TRUSS RING 8 -0 T.O. WDW C) I I o) 0o r, 0'-0 INISH FLOOR N O N *PulteGroup RELEASE PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.5W SHEETe A2*02 0 CV FIRST FLOOR ELECTRI SCALE 1/4" = 1'—O" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) AL PLAN COVERED LANAI CAI . CFP W/ FIXTURE I I BEDROOM 2 GATHERING ROOM AF.F. ON COASTAL AND FM ELEVATIONS 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 OP/GFCI STANDARD 110 OUTLET — WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®0W DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET �P4 SWITCH, SWITCH = 3—WAY, SWITCH = 4—WAY LIGHT FIXTURE — CEILING MOUNT LIGHT FIXTURE — WALL MOUNT © LIGHT FIXTURE — PENDANT —0—PC LIGHT FIXTURE — PULL CORD LIGHT FIXTURE — COACH LIGHT LIGHT FIXTURE — EXTERIOR WALL MOUNT LIGHT FIXTURE — LED DOWNLIGHT —P LIGHT FIXTURE / VAPOR PROOF LZ LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE c LIGHT FIXTURE — 48" FLUORESCENT TkOPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS SMOKE DETECTOR � EP ELECTRIC PANEL (AFa PROTECTED) SMOKE/CARBON F=E'Ll ELECTRIC METER MONOXIDE COMBO 4; DISCONNECT DETECTOR(AFCI PROTECTED) EMERGENCY LIGHT O THERMOSTAT -SPB PUSH BUTTON TELEVISION OUTLET SWITCH T� TELEPHONE OUTLET /0/ (GFGBPR �DTED) CHILIES En DOOR BELL CHIMES ,sS GARAGE DOOR 0 WIFI HOTSPOT (;p0 OPENER DATA/TV MEDIA /SWP BOX It DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18' AFF STANDARD RECEPTACLES EXTERIOR 184 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 METER CIRCUIT MAIN CIRCUIT BREAKER #4 COPPER I— 2" PVC CONDUIT 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 DISCONNECT SWTCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL WIP 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS III I ELECTRICAL NOT TO SCALE 1#4 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL RISER DIAGRAM ALTERNATE (V (V F- 2 25 0 liPultoGroupr PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx TYPE SPECIFICATION LEVEL I Pulte E AME Highgate I NU ER .5WW F ET Ele11 J 0 o 0 O L_ 14 1d0 AoPT. Zo on p - p ---- - % " W ray :3= O W 0 '1d0 I\1 <�- 1d0 L\ L L ' " � 1 wI °'�-,z >l L 1 Q ~ - - l -- a- ------------ o O I I 11 I Al/VIVO '1d0'-; Z ; ` I II 1 T 1 W I i=--------��--------� / 11� z J--------------- o I - - ' 0 C I O 'Z X V♦R 1 , Z o W = a' 1 I \ cG Mj4�• I I � ---------------- r -- -i 1n I 5 II I 1 Q cmc --- -- ; v i cV I II I --- _ , W _ � , II I , ' � c _I IaL 1 I ' M Z" O "I 1 a N 1 i II , I ly nx W .. , l I� o C"j i� ads n ldo 'ii 'ean 'ldo , a L w0-1£ J a 0 0 FIRST FLOOR ELECTRICAL OPTIONS SCALE 1/4' = 1'-O' (NOTE: SCALE 1/8" = 1'-O" ON 1107 PAPER) O / w CD I I� �I X U N \1\ ^- z � J 1d0 /Fk cc o Lu L.L .0. ` 0 II: . - -- W ;m a ^� I, ~ m J p ou C) O � I tT,z-1£-,£ Ln '1dO w 71 n° TYP. SPACING METAL STUD, TYP. TYP, SPACING END NAILS, TYP. .. ........................................... - ----- --- ............. 2x4 WOOD BLOCKING INSIDE METAL LWOOD BLOCKING STACKED BETWEEN TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS PLATE, TYP. A 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. 00 LZ a "n li -H ¢ 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 CAL : N..S. ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) *GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V 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 -<>PC LIGHT FIXTURE - PULL CORD Fo LIGHT FIXTURE - COACH LIGHT - LIGHT FIXTURE - EXTERIOR WALL MOUNT Y LIGHT FIXTURE - LED DOWNLIGHT -- LIGHT FIXTURE / VAPOR PROOF L7 LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 4 EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT n n OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE O OEDETECTOR ELECTRIC PANEL Cll PROTECTED) ® SMOKE/CARBON ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR(AFCl PROTECTED) 4 0 ® THERMOSTAT EMERGENCY LIGHT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH (TES TELEPHONE OUTLET �ARBAG EDTED OSAL DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT G?O OPENER MEDIA /SWP BOX DATA/TV I 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 L ' 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM oil ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND i PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL WOO 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS MI 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE 0 C O � � PRODUCT MANAGER RELEASE DATE: xx Xx XXXX PROJECT TYPE Sin a Famfl SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC NUMBER 2.500 SHEET THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY COVERED LANAI i i EXT. 21-00 I I HB OWNER SUITE i i ' GATHERING ROOM o I e I co cil CAFE 7'-91, 2'-3° jo I 0 00 I c, N O I cV -------_� P 0.BATH I I I I WIC M 1 'N Q I I ° [] KITCHEN 0 --- ------ BEDROOM 4 --- ---- LAUNDRY I I I I G� O x aILIL ----------- I I I I 11 I 11 I 11 I 11 I it I II I II I II I II BEDROOM 2_______ NOTE: ALWAYS _ LOCATE DRYER TO RIGHT OF WASHER ENTRY 0 5 -0 v 31-3b x BATH 27 FOYER 2 CAR GARAGE ° I A16 7 v BEDROOM 3 HB 0 L] I PORCH 0 0 5 E V GV U, =3 FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-0" (NOTE; SCALE 1 /8" = 1'-0" ON 11 x17 PAPER) *PulteGroup- cc �-+ V O N Z v � � P-4 � � O O w o a% x c� RELEASE DATE: xx /xx /xxxx F TION Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET PlL Loll i0 V o+ 4 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 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-POSITIVENLO6: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS, B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS ______________________ 10.0 PSF SHINGLE ROOF TC DEAD LOADS --_-_------------- 7.0 PSF TILE ROOF TC DEAD LOADS ---------- 15.0 PSF ROOF BC DEAD LOADS ------- - ----- _ 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD ------------- ------------- 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE ------ 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD-------------- 11.0 PSF FLOOR LIVE LOADS _----------- ---------- --- _ 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD _ _ 15.0 PSF BALCONY LIVE LOAD -__ 60.0 PSF EXTERIOR WD WALL _ 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING----------- -------- - ---- - 40.0 PSF WIND SPEED PER ASCE 7-16 140 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 HORIZDNTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY N AND ARE NOT ASSUMED ME TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. 2. ALL FILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8". CONFORM TO ASTM D 1557, 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. 4. FOOTING BACKFILL AND UTILITY TRENCH BACKRLL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED, 5. ABANDONED FDOTINGS, 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 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 (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR STRUCTURAL S ON GROUND - 1 1 b S AL ABS 2 INCHES CLEAR L / 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 REINFORCING 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, ACI 301, ACI 318 & ACI 332. 10. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. 11. ONE OF THE FOLLOWING METHODS Of CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE 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 (MW). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT, FIBER LENGTHS SHALL BE )' TO 2 %' IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL G 1. 2. 3. 4. 5. 6, 7. a, 9. 10. 12. F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED, SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO BE: CLASS 'B". MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER, 4. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. 5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7, TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCDNTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8' -3/8" d>=-8 in +/- 1/2' -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2' �►ll 11 ����II�[!� 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, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER ® 16' O.C. FOR WALLS 9'-5' OR LESS. INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPF OR SP NUMBER 2 OR BETTER ® 16' O.C. MAX. (U.N.O.). INTERIOR NON -LOAD BEARING WALLS SHALL BE 2x4 SPF, SP, OR METAL STUDS 9 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 V TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT B" O.C. FOR EACH, U.NO. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. 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) O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 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. I. 1. 2. 3. 4. 5. 6. 7, 8. 9. E. MASONRY WALL CONSTRUCTION: 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. 2. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (I'm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, B" x 8" x 16', TWO HOLE, SQUARE END BLOCKS UNLESS NOTED 10• OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE "S" OR V. 11. 4. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 12. 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. 13, REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. 7. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 14. 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 DOWEL, AND A STANDARD ACI J 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. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA, MINIMUM ACI HOOK 114 20" 3' 10" 1y5 25" 3-3/4" 10" 6 34 4-1/2" 11" #1 42' 5-1/4' 13" F, =01FAIP11TAN 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. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON STRONG -BOLT 2'. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193, PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON 'RTEN HD'. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIRONMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF AD 355.4 AND ICC-ES AC308, PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET-XP' OR SIMPSON 'AT-XP'. SIMPSON 'AT-V MAY BE SUBSTITUTED FOR SIMPSON SET-XP'. 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 'TITEN SCREWS'. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADIESVE ANCHORS SHALL BE: SIMPSON SET'. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND 4'EDGE DISTANCE. b) 1/2' DIA. SIMPSON `TITEN HD'W/ MIN, 3 1/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 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. PLACE ANCHOR BOLTS AT 4" MIN AND 12" MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 112 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4' FROM CONCRETE EDGE, AND SPACED AT 24" O.C. MAX. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 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. BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. WOOD STRUCTURAL SHEATHING: 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 #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. ABBREVIATIONS: 2. M155NG OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN A. - - PLYWD PLYWOOD AND/OR CURB CONDITIONS. B. OSB = ORIENTED STRAND BOARD 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE C, NAILING: MANUFACTURER, OR IS AT LEAST 244- FROM ANY EDGE FOR r BOLTS AND 3-)z FOR r AND Y4' BOLTS, THEN A C.A. 8d = COMMON NAIL STANDARD EXPANSION BOLT EMBEDDED 5' MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED C.B. 10d = COMMON NAIL (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24' TO 16'). C.C. 12d = COMMON NAIL 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE C.D. 16d = 0.135" x 3 1/2' GUN NAIL OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON C.E. EN = EDGE NAILING THE PLANS. TITEN HD SHALL BE A MINIMUM Y x 6", OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN C.F. FN = FIELD NAILING ANCHOR W/SIMPSON TYPE "SET" EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6" MINIMUM EMBEDMENT C.G. SN = SIDE NAILING SLEEVE ANCHORS ARE NOT ALLOWED. C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR D. AB = ANCHOR BOLT SEE THE DETAIL IN THESE DRAWINGS. E. CMU= CONCRETE MASONRY UNIT FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2" FROM THE FACE OF THE TRUSS, A SHIM F. CONC = CONCRETE MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (LE. 3" NAILS). WHEN GAP IS G. DNA = DIAMETER GREATER THAN 1 1/2', INSTALL NEW ANCHORS. H. DTL = DETAIL I. FND = FOUNDATION MAX = MAXIMUM 4. CMU OVERHANGINGJ. SLAB K. MIN - MINIMUM 4.1 FOR BLOCK OVERHANGING THE SLAB BY )C OR LESS, NO REPAIR IS NECESSARY. L. O.C. = ON CENTER 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN )" AND 1 Y2", GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. M. SP = SOUTHERN PINE 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 )¢ , CONTACT THE E.O.R. FOR REPAIR. N. SPF = SPRUCE PINE FIR 0. TYP = TYPICAL 5. NOTCHED STUDS IN WALLS P. U.N.O. = UNLESS NOTED OTHERWISE STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING Q. I.L.O. = IN LIEU OF WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD R. w/ = WITH WIDTH IN BEARING WALLS (1-3/8-FOR A 2X4 STUD OR 2-3/16-FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS (2-1/8'FOR A 2X4 STUD OR 3-5/16-FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN S. WD = WOOD A STUD SHOE MUST BE INSTALLED, STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4'Xl-1/2' T. EE = EACH END SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'jj-SDS3 WITH (12)-1/4'x3'SDS SCREWS, WHERE TCORRESPONDS TO THE U. V. HDR = HEADER J = OPENING JACK STUD NUMBER OF STUDS IN THE MULTI -PLY. W. K = OPENING KING STUD 6. NOTCHED TOP/BOTTOM PLATES X. = SIM SIMILARY, a. FOR PLUMBING/MECHANICAL UTILITIES ATR ALL THREADED ROD A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE Z. S.C. = SAW CUTS OF THE WALL WITH THE NOTCH OR CUT 15 COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT AA. C.J. = CONTRACTION JOINT THROUGH, THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2'WIDE AND MUST BE AB. DEN - DOUBLE EDGE NAILING FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS AC. AD. COL - COLUMN REIN = REINFORCEMENT REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/2-TO THE AE. PLT = PLATE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1'FROM THE EDGE OF THE PLATE, THE REQUIRED AF. CANT. = CANTILEVER REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND AG. SC = BUILT-UP STUD COLUMN 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 SIDE). AH. MANUF. = MANUFACTURER b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTILIES EXCEPT WIZEN 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) 2. JURISDICTION SPECIFIC INFORMATION: FOR ALL PARTIALLY ENCLOSED AREAS INCLUDING BUT NOT LIMITED TO LANAIS PORCHES AND BALCONIES 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7" ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703,1, 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 INSTALLATION INSTRUCTIONS AND R704, C & Pressum (GIs= X*Kzt*ps3E3j (ASD Values) Based on 10psf Area Roof Pressures Wall & Soffit Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone S 19.2 -34.4 N/A N/A 19.2 -47.5 25.8 11 -27.8 25.8 -34.4 Zone 2e Zone 3e N/A I N/A Zone 3r N/A N/A 19.2 1 -47.5 Zone 2n N/A T 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 CRmpo"antsand Cla din fvgSWr+es s=A* z A t Valu1 S Positive Ne ative Width Height Effective Pressure Pressure Description Zone Lftj Lftj Area ft2 ,(psfl 16070 OHGD --- 16 7 112 21.9 -24.4 3080 DOOR 4 3 8 24.0 24.4 -26.5 6080 SGD 5 6 8 48.0 23.2 -29.3 4010 FIXED 4 4 1 4.0 25.8 -27.8 25SH 4 3 5.2S 15.8 25.1 -27.2 24SH 4 4 4.166667 16.7 25.0 -27.1 25SH (2) END 5 6 5.25 31.5 24.0 -30.9 25SH END 5 3 5.25 15.8 25.1 -33.1 (2) 26SH END 5 6 6 36.0 23.8 -30.5 25SH 3 4 1 9 1 5.25 1 47.3 1 23.2 1 -25.3 ��11111rrr �� 0o Fieldstone,00, �� MI a �. C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: NO. 29349 * - N BENJAMIN NIESE, PE P.E.# 86025 r O IAN MCCULLOUGH, PE P.E.#80956 E OF /I/ ��� .�(ORIDO'•' Gam# O DATE SIGNED 1111 E tPulteGromt- v PLAN NAME NPC CHIM NU ER 2811.500 SHEET S0,11 (1) 15 REBAR w/LAP PER COVERSHEET CMU COL PER 8" C.M.U. FINISH PER ELEV. PLAN ='4 PAVERS OR SLAB PER SLOPE �► FINISH GRADE SPEC. 0 * o z CONCRETE FOOTING MONOLITHIC FOUND. w/REBAR AS NOTED W/ (2) 14 DIA. RODS s ON FOUNDATION PLAN _"' : •. CONT, ON CHAIRS 9' STARTER •• _ �. (IF REQUIRED) COURSE PER PLAN 1-4' W 2 ST Y ALT. CMU SEAT @ -lY" �t FROM TOP OF SLAB or EXTERIOR MASONRY WALL FTG //F�03C MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1/2'=1'-0 3/4' RECESS IN SLAB 10 1/2' FINISH FLOOR W ,_4" SCALE: 1 /1'=1'-0 8" C.M.U. WALL FINISH PER ELEVATION 3/4" RECESS IN SLAB FINISH FLOOR�� SLOPE MONOLITHIC FOUND. .= w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1'-4' 0 2 STORY GARAGE DOOR RECESSED SILL SCALE: 1/2"=1'-0 RECESS WITH PAVERS 2z AT 240.C. MAX. 2x P.T. PLATE SECURED TD SLAB w/ 3' PONDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS 012' O.C. STEP PER PLAN 4 71v_ 0. 6 1/2" (1)14 ROB CONT. ON CHAIRS UNO STEP CONDITION THICKENED SLAB @ GARAGE (NON -BEARING) SCALE: 1/2"=1'-0 CLEAN COMP) PVC SLEEVE 1'-4' 0 2 STORY F13 BEARING PENETRATION DETAIL SCALE: 1 /2'=1'-0 a i� B" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) J4 DIA. RODS CONT. ON CHAIRS 1,_p" 4 0 2 STORY 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 0 16' O.C. OR (2) ROWS 12d GUN NAILS 012' O.C. START SLOPE HERE 2" SLOPE .--... Y FLUSH CONDITION PENETRATING PVC SLEEVE — 15 REBAR w/LAP PER COVERSHEET W � 4 Z LJ C-P 8" C.M.U. WALL FINISH PER ELEVATION MONOLITHIC FOUND. w/(2) 14 DIA, RODS CONT. ON CHAIRS. CMU COL. PER PLAN w OIL -0'-0" SLOPE CONCRETE FOOTING w/REBAR AS NOTED '. ON FOUNDATION PLAN (IF REQUIRED)' PER PLAN MASONRY WALL CORNER ON SPREAD F1 SCALE: 1 /2'4-0 —#5 REBAR w/LAP PER COVERSHEET W cc S Q Z W [Y mcr>� ca z (1) 15 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS �a POURED CURB FINISH GRADE o —MONOLITHIC FOUND. w/(2) #4 DIA. RODS 1L '_0^ L CONT. ON CHAIRS 1-4" f� 2 STORY2 sr�aR�Y` EXT. MASONRY WALL@GARAGE SCALE: 2-1/2' 0 IMPACT GROUT BED DOOR DOOR PER SPEC" PAVERS PER SPECPAVERS PERTHICKNESS VARIES) DOOR THRESHOLD � SPEC (THICKNESS VARIES)CN 4BRICK 0 F F. SLOPE - SLOPE PER PLAN �' 00 •:a -7/ THRESHOLD 12' SQUARE C.M. " COL. PER PLAN tr� (2) 15 REBAR w/ 25" LAP MIN. > 0 EACH FILLED CELL OIL 0'-0" SLOPE �r PAVERS OR SLAB PER SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PER PLAN PLAN (IF REQUIRED) MASONRY COLON SPREAD FTG. SCALE: 1/2'=1'-0 DOOR PER SPEC DOOR THRESHOLD I . 1� �-D" ' ~ MONOLITHIC FOUND. J '• MONOLITHIC FOUND. 1-0" •:.., . • •' 1'-4" 2-STORY w/(2) 14 DIA. RODS w/(2) #4 DIA. RODS 1-4 2-STORY ' ':'r` .. 1'-0" CONT. ON CHAIRS CONT. ON CHAIRS J; ..y 1'-4" 02 ST Y ALT. FLUSH BRICK EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILT @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY SCALE: 1/2'=1'-0 SCALE: 1/f_-1'-0 (1) #4 ROD CONT. ON 2x AT 24'0.C. MAX. CHAIRS TYPICAL 3 1/2" CONC.SLOPE. FINISH GRADE SLOPE SLAB ,,..- . I/2' G.W.B. EA. SIDE ._.� = 14 _ ' I00 J - ..I .� 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) t4 DIA. RODS CONT. ON CHAIRS CONCRETE SLAB ON CLEAN COMPACTED FILL 1/8" SAW CUT SAW CUT M NOTE• SAWED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT. 1 TYPICAL SAW CUT JOINT - -- SCALE: 1/2'4-0 THICKENED SLAB EDGE SCALE: 1 /2'=1'-0 (1) 14 RETNFORCMENT 4" SEE FOUNDATION PLAN 4" BAR CONT. a CONC. PER SCHEDULE w a SLOPE TO WIN SHOWER RECESS SCALE: 1/2'=1'-0 PAVER AT CONCRETE PAVERS TYP. —(1) 14 BAR CONT. COMPACTED FILL BEAM SCALE: 1 /2'=1'-0 gk PER PLAN MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS ` CORNER BAR WITH 25' VERTICAL DOWEL r. ,y MIN. LAP SPLICE EACH AS REQ'D IN PLAN SIDE. SAME SIZE AS CONT. FOOTING STEEL .• ! , r ALTERNATE TO CORNER NUMBER OF CORNER •�:�...:• � _ .�...: � SPLICE: PROVIDE CONT. • BARS EQUALS NUMBER STEEL REINF, BARS ANT " -`'' '`',':';�'�: '< OF CONT. BARS AT CORNERS TO COMPLY ;=.'"r'• ' WITH THE LATENT OF THE ' :.. •:� :` :. � : �' ' �~ •. "•• BUILDING CODE. NUMBER OF REBAR 2PER PLAN 5" MIN. LAP SPLICE F12 REINF. PLACEMENT AT FTG. CORNERS SCALE: 1/2'=1'-0 0 00o Fie tone ,.��'��p'M�N C.O.A# ARCHITECTURE: i AA26002802 v C.O.A.# ENGINEERING: 0• r ti 29349 P NN BENJAMIN NIESE, PE P.E.# 86025 Q P.E.#80956 R1DP '' •��� rn ❑TAN MCCULLOUGH, PE 09/10/2021 DATE SIGNEDlllllll *PulteGroup- RODUCT MANAGER RELEASE DATE: XX/XX/XXXX SPECIFICATION LEVEL Me PLAN NAME Highgate NPC CH11D NU ER 2811M SHEET S1,00 ui FOUNDATION SCALE: 1/4"=1'-0" mwA� 51.0 0 t 0 o o CV m 00 CID 0 40'-0" 10'-8" 29'-4" 8'-8" ,-0 24"x24"x12" CONC. FTG. W/ 31.0 51A #4 BARS 6" O.C. EA WAY 4-- w/ OPT. SCREEN (SCREEN ENCLOSURE ENCLOSURE( F11 F11 __- S1.0 S1.0 2'-7" 8" 10'-2' Ly L. 4'-5 1/2" 8" 7'-0° " 3'-1 1/2" VERIFY M.O. VERIFY M.O. —---- -- �Q---- i o ■ _ F01 �- S1A F01 S1.0 �-� ■ 1'-21/2" ' �, 2'-11/2" 6'-8" N N VERIFY M.0 N i CJ i 0 CJ F�7 3'-01/2" g" $10 \-51 2 I • CJ � S1.0 o o • _ FO1 S1A • I CJ CJ S1.0 REFER TO ARCHITECTURE FOR ACTUAL WALL LOCATION $1� FT SLOPE STARTS HERE 2 '-10" FOB S1.0 VARIES I • o CJ • I I lco IN Of It -- S1A F�5� S1A • CJ F01 S1A 5 N VERIFY M.O. 1 �3,_4„ 51 " F 44 S1A CJ FM S1A CFJM 0 VERIFY M.O. VERIFY M.O. 2'-111/2" " 7._0„ " 2'-111/2" 4'-3" 1'-9" 8" 16'-8" �81 21'-6" 40'-0" LEGEND SYMBOLS 0 Bx8 FILLED CELL W/ #5 REBAR FS-F-21 8x8 FILLED CELL W/ (2) J5 REBAR @ INSIDE FACE g ® 8x8 FILLED CELL W/ NO REBAR REQUIRED n c 45' CMU - ALL CELLS W/ #5 REBAR Al 12x12 FILLED CELL W/ (4)-#5 REBAR OIL ELEV. ELEVATION NDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" )a 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 U7. CONCRETE PLACEMENT. PLUMBING NOTES: 0 Wl m Lo REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS �ttttrli�►��� 500Fieldstone C.O.A# ARCHITECTURE: AA26002802 _� C.O.A.# ENGINEERING: O. SRO 29349 _ E BENJAMIN NIESE, PE P.E.# 86025 r ❑ IAN MCCULLOUGH, PE i O '. STAT Qj P.E.# 80956 /- ' 10/2021 -Ric . G`�►`� -'-�ss��1VA%. DATE lItPulteGroupr PRODUCT MANAGER RELEASE DATE: XX XX XXXX -"- PROJECT TYPE I Single Fam ly SPECIFICATION LEVEL I Pt lte PLAN NAME Highgate NPC CHILD NU ER 2811.500 SHEET sil En FD co E 0 _n CV CV WALL BASE PLAN SCALE: 1 /4"=1'-O" LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8" KNOCK OUT BLOCK WITH 15 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4" NOMINAL BEARING PER END ® LINTELS OR AS REQUIRED BY MANUF. (NOTE:MOST MANUFACTURERS REQ. 8' BEARING 0 SPANS > 12'-4') 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12'-4" SHALL BE PRESTRESSED. 4. BOND BEAM ELEV = 9'-4" U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4" FOR ALL LINTELS 28' OR GREATER. TYPE DESIGNATION F = FILLED WTH GROUT U = UNFILLED FQUANTITY OF REBAR AT BOTTOM OF UNTEL CAVITY F16-1B/1 T LL QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH J5 REBAR AT TOP MIN. (1) REQb 1-1/2" CLEAR CMU a GROUT --6#5 REBAR AT BOTTOM OF LINTEL CAVITY ^,l 7-5/8'J BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH LEGEND DETAIL INDICATOR XXX LINTEL OR WOOD HEADER DESIGNATION ALL WORD HEADERS TO BE (2) PLY U.N.O. I HEADER SCHEDULE U.N,O. OPENING SIZE HEADER REMARKS UP TO 3'-4" DOUBLE 26 ------- S-5" - 6'-0' DOUBLE 2x8 ------- 6'-1" - 8'-6" DOUBLE 200 2 JACK STUDS EACH END. 8'-7" - 12'-6' DOUBLE 2x12 (2) JACK STUDS. EACH END. #5 REBAR IN VERTICAL GROUT FILLED CELL MITER LINTELS BY FIELD ROUGH OPENING CUTTING BEL❑W #5 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL 05 BAR AS SHOWN e PRECAST LINTELS FILLED WITH GROUT b. 90 CORNER DETAIL w/ COLUMN BELOW Ku. ,,,►11111J+/// Coo Fieldstone C.O.A# ARCHITECTURE: i AA26002802 1 '� C.O.A.# ENGINEERING: 6 29349 ■ BENJAMIN NIESE, PE P.E.# 86025 ❑ TAN MCCULLOUGH, PE P.E.# 80956 09/10/2021 DATE SIGNED STA EN. RID A. ���I/llllll�l 13 C c cc iL C c i IrPultaGrouK PRODUCT MANAGER RELEASE DATE: xx xx xxxx FE U>E PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Hi h ate NPC CH NU ER 2811.500 SHEET S29 y E 0 0 CV ROOF FRAWNG 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 "/a2- MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS 8. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWNG: 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 SHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURERS PROFESSIONAL ENGINEER. 00o Fieldstone C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 N BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE P.E.# 80956 09/10/2021 DATE SIGNED Q STATE *PulteGraup- PRODUCT MANAGER RELEASE DATE: XX XX XXXX PROJECT TYPE Single Family. SPECIFICATION LEVEL Pulte PLAN NAME Hi h ate NPC CH11D NU ER 2811.500 SHEET S391 y cr r :1 oil Dk7A1LAT7YPICALTI v#HEEL<011C ROOF TRUSS ON MASONRY Scab: 1 /2"=1'-0" 2x4 BLOCKING AT 2'-0' — O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS Fie Nanw: RWM-010 SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24' O.C. BOND BEAM PER SHEATHING PER PLAN PLAN AND SCHEDULE ��META`16 AT BLOCKING w/1/4" 8" CMU WALL. SEE PLAN MAX. GAP FROM TOP OF FOR VERT. RELINE, WALL TO BOTT. OF BLOCKING R07 NWALL BRACING AT NON -BEARING EXTERIOR WALL (8) 10d NAILS EACH ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. CMU WALL (4) 1 /4' b c 2-1/4' MASONRY —/ 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. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. 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 CONFECTION) 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. 20 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 1" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0' USE ONE 2x4 'L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 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. SIDE NAIL ALL "L' BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH 'L" BACKS AT TOP AND BOTTOM. STRUCTURAL SHEATHING SEE PLAN FOR ATTACHMENT NAIL BOTTOM CHORD OF GABLE / TRUSS w/ 12d's AT 4' O.C. CONTINUOUS STRUCTURAL SHEATHING SEE P FOR ATTACHMENT FIELD NAILIN PER PLAN WOOD R09 qMBL.UENVDTM 2x4 OUTLOOKER PER DRAWINGS 26 FASCIA 1 x6 w/(3) 8d @ EA. OUTLOOKER 20 OUTLOOKER PER DRAWINGS 2x4 FASCIA rW VLAN 2x4 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS _ EDIMENT BLOCKING @ GABLE VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN MIN, 9" LONG 20 GA. FLAT STRAP w/ (8) 10d SHEATHING PER _ OR _ PLAN. 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. RnVALLEY SET OVER FRAME �-- PRE-ENGINEERED ROOF TRUSSES @ MAX. 24" O.C. SHEATHING PER ARCH - 10 FURRING AT MAX. 16" O.C. w/ INSTALLED PER MANUF. (3)10d AT EA TRUSS sot 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. 2z4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH ATTACH AT EACH END w2 12dTOENAILS. END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING 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" D.C. NAIL TO OPPOSITE SIDE OF BLOCKING. CONT. 2z4 w/ (2) 12d NAILS STRUCTURAL SHEATHING 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO PRE-ENGINEERED WOOD BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 TRUSSES AT 2'-0" Q.C. MAX. 3 SEE PLAIN FOR ATTACHMENT OF ALL ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48 /Z STRUCTURAL SHEATHING. O.C. @ APPROX. 45-DEG ANGLE, TRUSS ANCHOR 3 SEE CONN. CHART 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP 2x4 "L" BACK. NAILED w/ (2) ROWS 10d GUN NAILS @ 8' O.C. BOND BEAM PER PLAN- 2. AT VERTICALS OVER 6'-6" TO 8'-4" "L' (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SHTG USE (2) 20 BACKS (1 EA, SIDE) (OR FRAME PER CASE 3 BELOW) / SHEATHING PER PLAN PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10' CMU ANCHOR BOLTS AT 4'-0' O.C. MAX. w/2"x2" PL. WASHERS AND 7" EMBEDMENT. MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE PLAN AND DETAIL. a 20 2x4 NAILED FLAT TO TOP OF BRACE ("T' 2x6 NAILED BRACE) NAILED TO DIAG. w/ 10d GUN @TOP NAILS @ 8" O.C. BUTT JOINT ALLOWED (48' MIN MEMBER LENGTH), BRACED REQUIRED TO BE CONTINUOUS OVER DIAG. BRACE SPLICE SHOWN BLOCKING AT 48" O.C. - 'USS BAYS FRAMING 2x6 NAILED @ BOTTOM PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE 'S BRACING DETAIL GABLE END —FASCIA x 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 AT THE PEAK AND AT EVERY OTHER MASONRY VERTICAL MEMBER IN THIS RANGE. ATTACH ACING w/ (5) 12d THE DIAGONAL AT MID HEIGHT AND TO THE 2x4 DIAGONAL BR COMMON NAILS BLOCKING AND BLOCKING BELOW THE ROOF SHEATHING w/ p p (5) 12d's AT EACH END. IN ADDITION TO TO THE L BACK. UNLESS NOTED 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 "L" BACK REMAINDER AT 48" O.C. DIAGONALS NTH (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 STRONC3ACKS w/ 12d's AT 6" O.C. NOTCH BE THE DIAGONAL'S LENGTH MINUS "L" BACKS AT TOP AND BOTTOM. 12" FROM EACH END, DUTCH HIP GABLE TRUSS BRACING DETAIL R09B "X" = 107. "X" = 10% HOUSE WIDTH � OO HOUSE WIDTH X OX RIDGE::/ X RIDGE GABLE END QQ GABLE END f WOOD BOSTON HP CABLE Ix "X" = 107. OF HOUSE WIDTH HP 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 DIMEN90N "X" = 10% HOUSE WIDTH "X" "X" TILE 15/32' SPAN RATED PLYWOOD OR OSH PANEL EDGES C SUPPORTS (1) 6" D.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. RATIONAL 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 @ 8" O.C. 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. 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 SHEATHING PER Z�m, PARTIAL GABLE END TF I1V�7V 1"" 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 8'-0' BACK FROM GABLE TRUSS. 20 DIAGONAL BRAGNG w/ (5) 12d COMMON NAILS EA. E4ND � 32' MAX. SPAGNG IF LENGTH IS LESS THAN 4'-0' USE 2x4 "L' BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 "L" BACKS, NAIL "L' BACKS w/12d 0 12'0.C.(NOTCHED 0 TOP w/2-12d TOENAILS `L' BACK -EXTEND 6" PAST LOWER ROOF SHEATHING DETAIL PARTIAL GABLE 00o Fieldstone "'�" •''' " C.O.A# ARCHITECTURE: ,r Qi •' AA26002802 C.O.A.# ENGINEERING: _ f 29349 E BENJAMIN NIESE, P P.E.# 86025 ❑ TAN MCCULLOUGH, PE OF P.E.# W956NCO 09/10/2021 DATE SIGNrD_ 11111��, tPulteGre6p- PRODUCT MANAGER I RELEASE I DATE: XX/XX/XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Hi h ate NPC CHfM NU ER 2811.5W SHEET S4,1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° o ---NOTE: SHEATHING PROVIDE BLOCKING EDGES. ° AT ALL ° ° ° ° ° NAIL 12" IN ° o ° SPACING AT FIELD o 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 1/2 S DOUBLE NAIL EDGE SPACIN( — —2x4 BLOCKING NAWNG SHEATHING SPLICE —SANE THICKNESS AND STUD SPACING PER PLAN STRUCTURAL SHEATHINGJ PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING TYPICAL SHEATHING DETAIL W01 TOP PLATE CONNECTOR: f 2i SDWC15600 SCREWS @ EA STUD DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2X P.T. SOLE PLATE w/ 1/2" DIAM. ANCHOR BOLTS (10 + 2) AT 32" O.C. MAX. w/7" EMBEDMENT OR 5/8" DIA. EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN. OR 1/2" DIA EXP. BOLTS AT 24" O.C. W/1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB w/ 30 PLATE WASHERS W10 0 N STUDS AT 16" O.C. __ATHING PER PLAN TOM PLATE CONNECTOR: 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. ALL SHEATHING EDGES W021GABLE END SHEATHING DETAIL Irm 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 9 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) 10d COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d CDMMONS 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 0 BOTTOM OF JACK STUDS, U.N.O. - NAILING PER PLAN — UPLIFT NAILING PER PLAN CRIPPLES AS REQ'D HEADER PER PLAN, (2) PLY MIN. AD011ONAL JACK STUD AND CONNECTORS REQUIREMENTS PER PLAN. FASTEN WALL SHEATHING AT 3" O.C. ALL AROUND OPENING — —F F — 71— II II II II II II II II II II it II II II NOTE: TYPICAL FOR EXTERIOR BEARING WALLS FRAMING TO BE 20 U,N.O. ON PLANS lAlIII r TYPICAMF RA MED BEARING WALL 0"-16" MAX, GAP —, rrVv %LU 2x4 FILL w/ 2" MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. 1x P.T. SHIM NOTES: ALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION STRUCTURAL SHEATHING. DETAIL. REFER TO STRUCTURAL SHEETS FOR NAILING & INSULATION AS WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE OTHER REQ. PER SPECS, FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PRE-ENGINEERED ROOF PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. TRUSSES, REFER TO TRUSSR. DRAWINGS. ARCH FRAMING DETAIL ROOF SHINGLE W13 (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS AL REFER TO PLAN U FASCIA PER COMMUNITY SPEC SOFFIT PER MANUFACTURER'S 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 I-0„ FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF, REQ. W31 TYP.1-STORY WALL SECTION Ku REBAR, CONT, IN D BEAM D BEAM PER PLAN REBAR VERTICAL PED 25" MIN. U.N.O. REBAR VERTICAL IN ID FILLED CELLS, PLAN). 15 REBAR w/ A.C.I. STANDARD HOOK AT TOP. LAP PER GENERAL NOTES. --A —T" I_ MAY VARY, REBAR VERTICAL SEE PLAN PED 25" MIN. U.N.O. i" CLEAN OUT AT ALL ED CELLS. FOUNDATION PLAN BOND BEAM TOP COURSE 1 DETAILS FOR FOOTING dFORCING. UNTEL OVER OPENING — IV Lni 1 1 n 1\1M) W19 TYPICAL FILLED CELL DETAIL 8" KNOCK OUT BLOCK w/ #5 BAR GROUTED SOLID /5 VERTICAL BAR IN GROUTED CELL. 8' CMU WALL LAID IN RUNNING BOND. W18 STEPPED 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 UXG — CENTER ON BOTTOM HEADER CONNECT WALLS PER W10 DETAIL 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. 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. `,�111III!/ 00o Fieldstone GEN 01 C.O.A# ARCHITECTURE: i AA26002802 C.O.A.# ENGINEERING: 29349 0 BENJAMIN NIESE, PE P.E.# 86025 ❑ LAN MCCULLOUGH, PE —STATE OF P.E.#80956 I�ALO?`� 09/10/2021 ���NA%. A SINE 1111111 *PulteGrouir PRODUCT MANAGER RELEASE DATE: XX Ax /xxxx PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pt lte PLAN NAME Hi h ate NPC CHIED NU ER 2811.5W SHEET S4,2 INT. FINISH WDOD BUCK ATTACHMENT: 1 x CUSTOM P.T. BUCK TO MASONRY 1x WOOD MATCH FAME WIDTH, ATTACH WI T NAILS @ 4- ix P.T. BUCK FROM ENDS AND 12' O.C. REMAINDER. ATTACH WINDOW THRU BUCK INTO MASONRY PER FLORIDA ATTACH WINDOW PER PRODUCT APPROVAL FLORIDA PRODUCT APPROVAL ALTERNATE: SILICONE SEALANT 2x OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS < 2114' =1 /4V x 4' FINISH PER ELEVATION TAPCONS @ 4' FROM ENDSAND 12'O.C. REMAINDER. wl 11IVEMBEDMENT TYPICAL WINDOW ATTACHMENT DETAIL All4 Seal.: N.T.S. Fil. N.- WGM -1 40 EXTERIOR CONC.WALL GARAGE DOOR AND TRACK INSTALLED PER MANUFACTURERS SPECIFICATIONS. - w 2X6 WOOD BUCK ANCHORED TO CMU wl 11Y x 6' 1' BOLTS OR W x 6' SIMPSON - - WEN HOS w12'WASHERS AT 24' O.C. & WR1HIIIIN 6' OF TOP AND BOTTOM, OR A FRAME TO BUCK TO ROWS OF 1 /4' x 3' MASONRY SCREWS @ MASONRY I? O.C. STAGGER ROWS 6'FAOM EACH END EXTERIOR CONC.WALL INT. FINISH WOOD BUCKATTACHMENT: 114' DRNE-INANCHOR 2xORGREATER BUCKTO MASONRY 1 x WOOD BU1%P THICKNESS < 2114' =11410 x 4' GARAGE DOOR AND TRACK; ' 2x P.T. BUCK TAPCONS @ 4' FROM ENDS AND 12' O.C. INSTALLED PER MANUFACTURERS REMAINDER wl 1110 EMBEDMENT SPECIFICATIONS. ATTACH DOOR PER .Q - FLORIDA PRODUCT _ APPROVAL ALTERNATE: txCUSTOM PTBUCKTO MASONRY BRICK MOLD MATCH FRAME WIDTH, ATTACH wl T NAU @ 4' FINISH PER ELEVATION FROM ENDS AND I? O.C. REMAINDER ATTACH DOOR THRU BUCK INTO MASONRY PER FLORIDA fliAlE, TO PRODUCTAPPROVAL DOOR ATTACHMENT DETAIL W(��)TYPICAL sale: N.T.S. File Name: WGM-150 TYPICAL GARAGE DOOR ATTACHMENT Scale: N.T.S. INSTALL HOOKED k5 BARS AND LAP INTO FILLED CELLS AT ENDS OF OPENING w) ACI STD HOOK A LAP LENGTH PER PLAN #5 BOND BEAM RON. CONTINUOUS THROUGH LINTEL BEAM AS SHOWN OR LAP WITH TOP REIN. t3 STIRRUPS WI (IF REOU) PER PLAN FILLED BOND BEAM WI NOTED: WHEN (1) BAR IS REQUIRIED AT THE TOP, SPACING PER CHART CONC CHAR LINTEL BEAM PER #5 BAR CONT. USE THE CONTNOUS BOND BEAM STEEL TO SEC, A -A SATISFY THE BEAM REQUIREMENTS _ ALL LINTEL BENAS TO BE 2500PSI CONCAEIE U.N.O. SPACING BETWEEN LONGITUDINAL ❑ IU R9dFORCEMENT IS CONSIDERED TO BE EQUALLY 2 a SPACED FROM THE WIDTH AND THE 1112' CLEAR s = _ COVER ON EACH SIDE. LOWITUIDINAL REINFORCEMENT MAY BE PLACED REFER TO CHART FOR REQ1) FIN ONE OR TWO LAYERS. IF TWO LAYERS ARE TOPIBOTiOM REINFORCEMENT M, SPACING BETWEEN ROWS IS CONSIDERED TO BE 1.11Y. FILLED CELLS wl VERTICAL NOTE: WHEN MORE 1FU+rl (� BOTTOM BARS ARE REIN PER PLAN AEQURED IN AN 8' UNTEI, PLACE REBAR N 1W0 -- - ti ROWS. _ MAX CLEAR SPAN PER CHART I _ ELEVATION VIEW TYPICAL CAST -IN -PLACE CONCRETE LINTEL DETAIL xaie: 1/2"=1'-0" 1 /? x 21 /4' HILTI SLEEVE ANCHOR OR EQUAL MIN.111? EMBED INTO MASONRY (1) PER BRACKET 8'�IONINI� �� ER TCP CHART, CHART, , 4040 KS1 '� MIN YIELD VERTICAL STIRRUPS PER CHART,40 KSI LAIN YIELD BOTTOM REBAR PER CHART, �. 600 MN YIELD U C3 Zz o >O < N U Cn N 8' LINTEL 12' LINTEL SECTION VIEW A - A WGM-160 File Name: WGM- 220 8" Lintel per plan 8F8-06/1T SF8-OB/1Tw/ RECESS HFU-W/1T 8F16-OB/1T 8F20-OB/1T SF24-06/1T 8F28-06,1T 8F32-08/lT Max Clear Span (S) 81`8-18/ 1T 8F8-16/1T w/ RECESS SF12-18/iT 8=16-18/1T 8F20-18/1T SF24-16/1T 8F28-18/1T 8F32-18t1T 8"x8" CONC BEAM w/ 8"x8" CONC BEAM w/ (1) #5 8" x12" CONC BEAM w/ 8"x16" CONC BEAM w/ S"x2D" CONC BEAM w/ 8"x24" CONC BEAM w/ 8"x28" CONC BEAM w/ 8"02" CONC BEAM w/ U<SS4' (1) #5 BAR TOP/ (1) #4 BAR TOP/ (1)#4BAR (1)#5BARTOP/(1)#4 (1)#58ARTOP/(1)#4 (1)#5BARTOP/(2)#4 (1)#5BARTOP/(2)#4 (1)#58ARTOP/(2)94 (1) #5 BAR TOP/ (2) #4 BAR BOTTOM.. #3 BOTTOM. #3 STIRRUPS @ X' BAR BOTTOM.. #3 BAR BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM. #3 STIRRUPS @ 4" O.0 O.C. STIRRUPS @ 5" O.C. STIRRUPS @ 7" O.0 ST! RRUPS @ 9" O.0 STIRRUPS in; 10" O.0 STIRRUPS c 12" O.C. STIRRUPS @ 14" O.C. 8"x8" CONC BEAM w/ 8"x6" CONIC BEAM w/ (1) #5 8"x12" CONC BEAM w/ 8"x16" CONC BEAM w/ 8"x20" CONC BEAM w/ 8"x24" CONC BEAM w/ 8"x28" CONC BEAM w/ 8"x32" CONC BEAM w/ 4' <SS 7' (1) #5 BAR TOP/ (2) #4 BARSTOP/(2) #5 BARS (1) #5 BARS (1) #5 BARS TOP/ (2) #4 (1) #5 BARS TOP/ (2) #5 (1) 95 BARS TOP/ (2) #5 (1) #5 BARS TOP/ (2) #5 (1) #5 BARS TOP/ (2) #5 BARS BOTTOM. #3 BOTTOM. #3 STIRRUPS @ 2" TOP/BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM. #3 STi RRUPS -:F 4" O.C. 0. C STIRRUPS Cif 5" O.C. STIRRUPS 0� 7" O.0 STI RRUPS @ 9" O.C. STIRRUPS Cal 10" O.C. STIRRUPS 12" O.C. STIRRUPS (" 14" O.0 CONTACT E.O.R. FOR T <S <_ 12'-8" CONCRETE BEAM CONTACT E.O. R. FOR 8"xi2" CONC BEAM w/ 8"x16" CONC BEAM w/ 8"x2O" CONC BEAM w/ 8"x24° CONC BEAM w/ 8"x28" CONC BEAM w/ 8"x32" CONC BEAM w/ CONCRETE BEAM DESIGN (2) #5 BARS (`) #5 BARS TOP/ (2) #5 (2) #5 BARS TOP/ (2) #5 (2) #5 BARS TOP/ (2) #5 (2) #5 BARS TOP/ (4) #5 (2) #5 BARS TOP/ (4) #5 DESIGN TOP/BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM. #3 STIRRUPS @ 5" O C STIRRUPS @ 6" O.C. STI RRUPS @ 9" O.C- ST:RRUPS @ 10" O.C. STIRRUPS C 12" O.C. STIRRUPS @ 14" O.0 CONTACT E.O. R. FOR CONTACT E.O.R. FOR CONTACT E.O. R. FOR 8"x16" CONIC BEAM w; 8"x20" CONIC BEAM w/ $"x24" CONIC BEAM w/ 8"x28" CONIC BEAM w/ 8"x32" CONIC BEAM w/ 12'8"<S 5 21'-4" CONCRETE BEAM CONCRETE BEAM CONCRETE BEAM DESIGN (2) #5 BARS TOP/ (4) #5 (2) #5 BARS TOP/ (4) #5 (2) #5 BARS TOP/ (4) #5 (2) #5 BARS TOP/ (4) #5 (2) #5 BARS TOP/ (4) #5 DESIGN DESIGN BARS BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM. #3 STIRRUPS 16" O.C. I STIRRUPS I_D 9" O.C. I STIRRUPS @ 10" O.C. STIRRUPS S 12" O.C. STIRRUPS 14" O.0 8"LINTEL PER PLAN E A Saale File Name- -. WGM-221 PRECAST LINTEL GRAVITY LOAD TABLE 06/29111 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CON CRETE, QUALITY PRECAST CO. MAXINIUM LOAD (PLf) APPROX. LINTEL LENGTI I MAX. CLEAR OPENING TYPE A 8" LINTEL 8' TYPE B 8' TYPE C 12" TYPE B 12" TYPE C 14" TYPE B** 14" TYPE C** 16" TYPE B 16" TYPE C 20" TYPE B 20" TYPE C 24" TYPE B 24" TYPE C 28" TYPE B 28" TYPE C 32' TYPE B 32' TYPE C 2'10" 116, 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 1D000 316, 2' 2" 2231 3069 3119 32W 5163 6601 8" 9502 100DO 3069 4605 5206 6113 7547 8-974 1000D 10000 4' 0' 4'6' 2' 9' 3'2" 1783 1343 2561 2/51 32BO 3820 4890 5961 /034 810/ 2561 1969 4605 5206 2992 6113 7547_ 3%�6 - 8.974 4516 10000 10000 2110 2931 - 5400 6224 1969 4375 5206 6113 7019 8672 10000 10000 4'8' 314" 1217 1349 1438 1716 1999 2560 3132 3696 4249 1349 3090 4567 5365 4766 5817 7074 8203 5' e 4' IY' 1006 1349 1438 1716 1999 2560 3L12 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5' 10" 4' G. PW 1105 1173 1600 1631 2090 254E 3W9 3470 1105 2622 4242 4360 3942 4889 5817 6662 66' 5' 2" 110 1232 2177 3738 3480 3031 3707 4383 5061 1232 2111 2 /38 3480 5381 8360 8625 690 1,V 612" 510 991 1729 2108 2632 2205 26% 3191 3685 991 1729 2106 2632 3898 5661 4742 5501 8'4' I.Y.4 699 699 1160 1516 1626 2564 3486 2818 3302 3387 1245 1516 1843 2564 3486 2964 9'4' 8'0" 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 9- 2" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 22S9 2615 11'4" 1010" 3L5 567 890 N/A 1366 1846 2423 3127 4006 56/ 945 N/A 1366 1846 2423 3127 4006 12' 0" 10' 8" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 16PA 2L93 2805 3552 12'6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2981 2883 411 755 N/A - 10/5 1428 18M 2316 13' 4" 12' 0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14'0" 12'8" 239 424 7D6 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14' 8" 1.3' 4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 15'4" 14- 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660" 2032* 2459* 1/'4" 16'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* M* 19'4" 20'0" 1.8,0" 18,8" N/A N/A N/A N/A NIA N/A NIA N(A N/A N/A N/A 420* N/A 750* 960* N/A 1177* NIA 1415* 1676* N/A N/A N/A N/A N/A N/A N/A t 340* N/A 59B* 845* 1114* 1345* 1468* *PRESIRESSED ** 8" W/2" RECESS U-LINTELS Type A = Unfilled no Rebar~ Type B = Continuous Grout Steel per Plan in Bond Beam Onl • Tyne C = Conti noes Grout Steel per plan in Bond Beam & Lintel rrn STE14 ERS ALLOWABLE LOADS CONNECTOR QTy TYPE GRAVITY ibs @ 1.0 UPLIFT (Ibs) @ 1.6 LATERAL Ibs @ 1.6 META16 8 0.148"x1-1/2" - 1450 F2:340 F2:770 HETA16 9 0.148"x1-1/2" 1810 F1:340 F2: 770 (2) META 16 1-ply 10 0.148"xl-1/2" 1875 F1:680 F2:770 (2) META 16 2- or 3- pIv 14 0.162"x3-1/2" 1795 F 1: 1285 F 2 : 1080 (2) HETA 16 1-ply 10 0.148"x1_1/2" 1920 F1: 680 F2:770 (2) H ETA 16 �Z 2- or 3- ol 12 0.162"x3-1/2" 2365 F 1: 1350 F2: 1430 HSTM16 8 0.148"x1-1 2" 1110 _ F 1 : 120 4 1/4"xl-3/4" Titen 2 F2: 90 MTS12 14 0.148"x1-1/2" 990 MTS16 14 0.148"x1-1 2" 990 HTS16 16 0.148"x1-1/2" 1310 HTS20 24 0.148"x1-1/2" 1310 LSTA12 10 0.148"x2-1/2" 925 - LSTA18 1,4 0.148"x2-12" 1235 LSTA30 22 0.148"x2-1/2" 1640 MSTA30 22 0.148"x2-1/2" 2050 MSTC52 62 0.148"x3-1/4" 4735 MSTCM40 10 1/4"x2-1 4' Titen 2 2800 14 0.148"x3-1/4" MGT 22 0.148"x3" 3965 F1:775 1 5/8" ATR F2: 525 'dGTR or L 1 5 8"' ATR - 2225 F 1: 650 16 1/4`"x3" SDS F2: 630 VGTR/L 2 5/8" ATR 5545 F1: 650 32 1/4"x3" SDS F2: 630 V GT 1 5/8" ATR 4940 F 1: 1185 16 1/4" x3" SDS F 2: 590 (2) VGT 2 5/8" ATR 7185-2pty 8890 3ply F1: 1185 32 1/4"x31" SDS F2: 590 DTT2Z 1 8 1/2" ATR 1/4"x3" SDS 1825-2x4 m in 214S- 2 2x4min -- HTT4 1 5/8" ATR -- 3610 18 0.148"x3-1/2" HTT5 1 5/8- ATR 4670 26 0.148" x3" HTT5KT 1 5/8" ATR 5445 26 S D #10x2-112" ABU44Z 1 5/8" ATR 751`C 1�=0 -- 12 0.162 "'x3-1/2"` ABU66Z 1 5/8" ATR 18205 2�175 -- 12 0.162""x3-1/2" H2.5A 10 0.131"x2-1/2" 565 F1:110 F2: 110 H10.4 18 0.14£s"x1 1/2" 1340 F 1: 565 F2:285 1-110A-2 - 18 0.148"x1-1/2" -- 1080 F1:680 F2: 260 HUC48 14 1/4"x2-3/4" Titen 2 3500 1135 6 0.148"x3" WS26 4 0.148"x3" 865 1165 SPH4 12 0.148"xi-1/2" -- ........... - _ _ Side: 6400 _ -- Center : 1 - DTC clips 4 3/16"x2-3/4" Titen 2 ... - ... F1: 85 2 0.131"x2-1/2" F2:135 A35 12 0.131"x11/2" F1:650 F2: 670' SDWC15600 1 SDWC15600 - 615 F1.130 F2:225 SDWC15450 1 SDWC15450 295 F2:150 -- - - 12" lintel per plan Max Clear Span (S) 12F8-2B/2T 121`12-213/2T 121`16-213/2T 12F20-2B/2T 12F24-213/2T 12"x8" CONC BEAM w/ 12"x12" CONC BEAM w/ (2) 12"x16" CONC BEAM 12"x20" CONC BEAM 12"x24" CONC BEAM S57' ri (2) 44 BAR TOP/ (2) #5 44 BAR TOP/ (2) 44 BAR w/ (2) #4 BAR TOP/ (2) w/ (2) #4 BARS TOP/ w/ (2) #4 BARS TOP,/ BAR BOTTOM. ##3 BOTTOM. #3ST-IRRUPS @ 3" #5 BAR BOTTOM. #3 (3) #5 BARS BOTTOM. (3) #S BARS BOTTOM. STIRRUPS @ 3" O.C. O.C. STIRRUPS @ 7" O.C. #3 STIRRUPS @ 8" O.C. #3 STIRRUPS @ 8" O.C. wk- 12"x24" CONIC BEAM CONTACT E.O.R. FOR 12"x12" CONC BEAM w/ (2) 12"x16" CONC BEAM 12"x20" CONC BEAM w/ (2) #5 BARS TOP/ 7' < S < 12'-8" CONCRETE BEAM #5 BARS TOP/ (3) #5 BARS w/ (2) #5 BARS TOP/ w/ (2) #5 BARS TOP/ (3) #5 BARS BOTTOM. DESIGN BOTTOM. #3 STIRRUPS @ 5" (3) #5 BARS BOTTOM. (3) #5 BARS BOTTOM. #3 STIRRUPS @ 10" O.C. #3 STIRRUPS @ 7II O.C. a 1d #3 STIRRUPS (a 8 O.C, O.C. 0 12"x24" CONIC BEAM In CONTACT E.O.R. FOR CONTACT E.O.R. FOR 12"x16" CONC BEAM 12"x20" CONC BEAM w/ (2) #5 BARS TOP/ 12'8"<S < 18'-8" CONCRETE BEAM CONCRETE BEAM DESIGN w/ (2) 95 BARS TOP/ w/ (2) #5 BARS TOP/ (3) #5 BARS BOTTOM. DESIGN (4) #5 BARS BOTTOM. (3) #S BARS BOTTOM. #3 STIRRUPS @ 10" #3 STIRRUPS @ 7" O.C. #3 STIRRUPS @ 8" O.C. O.C. 12' LINTEL PER PLAN - <:"la 1 /2"= l'-O" Fde Nam•- WGM-222 COP Fieldstone C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE STATE P.E.#80956 i F RIDP •' ���� v 09/10/2021 /" / 10NAL E� DATE SIGNED ' # 1 / 1 1 1 110 \ \ T- o Ln l / L T---qMM W 4-j M •� o O 00 Cr W 4.5 #� M d (b u M cL1 O 1-4 r1. r"I � Cf a..► .O N cn 11[Pulte PRODUCT MANAGER RELEASE DATE: XX XX XXXX V DATEAXSCRFMN tom- ---- PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Hi h ate NPC CHI NU ER 2811.500 11FFT S '7011 1 4 m •