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HomeMy WebLinkAbout6324 Bradford Woods Drt ` `^I 5/� y" y�jQ^� q t p��(p,., A1.r� VV `l �. .. I..,1 ����i�afi� 1,'� Af U�� R I C"'f +. \ W.���'vG CODE _ �� A : j _ NATIO'AA ° '° `" " ' Y;w N,.HILLS ORDINANCES '{.k TM PU Itt! G ro u 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 66 —0 LOT SPECIFIC AREA TABLE Sheet Number Sheet Title Description TOTAL Go.01 Cover Sheet 00.02 General Notes :CONDITIONED SPACE CMU-BASE PLAN 1850 SF A1.1 1 A2.01 A2.02 1 st Floor Plan Front Elevation 8c Details Side & Rear Elevations & Roof Plan 1850 SF :NON -CONDITIONED SPACE E1.1 1 1st Floor Electrical Plan CMU -COVERED LANAI EXT. 154 SF E1 .12 1st Floor Electrical Options CMU-FRONT PORCH FM1 OR C1 OR C01 OR MD1 21 SF P1 .1 1 1st Floor Plumbing Plan CMU-GARAGE 438 SF SO.1 Cover Sheet 613 SF S1 .0 Foundation Details 2463 SF S1 .1 S2.1 Foundation Plan Wall Base Plan S3.1 Framing Plan S4.1 Roof Details S4.2 Wall Details S4.2.1 Wall Details CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 r Configuration Choices Highgate First Floor Plate Height Choices '_ „ 9 4 Plate Height Elevation Choices Coastal (CO1) 4B 0 Q) n O 0 0 0 V 14 V V u 5 Kitchen Layout Choices Standard Kitchen Layout 1 Laundry Layout Choices Laundry Room Layout 1 (No Sink) Exterior First Floor Wall Choices CMU Exterior Wall Additional Hose Bib Location Rear Foyer Entry Door Swing Choices Door Swing In Garage Handing Garage Left Garage Water Heater Choices Electric Water Heater Garage to House Entry Choices Stepped Entry Garage Type Choices 2—Car Front Load Owner's Bath Layout Choices Layout 2 Recessed Shower w/Seat Owner's Suite Ceiling Choices Flat Ceiling Covered Lanai Extended Covered Lanai LOT SPECIFIED PLAN INFORMATION Bath 2 Shower Choices Tub/Shower Combination Gathering Room Ceiling Choices Flat Ceiling Wind Speed Choices Wind Speed 140 Customer Name Market Home *, 6871-03201 High Velocity Hurricane Zone Choices Non High Velocity Hurricane Zone Address 6324 BRADFORD WOODS DRIVE ZEPHRYHILLS IFL 133542 Community 6871 JOAKS OF PASCO 6871-03201 ---- CV O N ca— U 0 ^� o 0 W M� � v� JJ U) .o Q� => N U co c� v "121 � w �o N � *PulteGroup- 00 w �c N C�s O w U-) C,5 W4 a� P� p N O x I U PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHED NU ER 2811.500 SHEET GO.01 a W 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 TM [pu IteGrou 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 P TREATMENT THAN 30 SF a 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 a 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. — �i�" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE —GUARDS SHALL BE MIN. 36" CEILING WITHOUT HABITABLE ROOMS ABOVE ■ THIS IS NOT REQUIRED OVER CMU — 5/8" TYPE X GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE — FLASHING OF THE STAIRS o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER — 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 X" 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 RISE 7-3/4" A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR —MAX. C1787, OR AS OTHERWISE APPROVED. o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS — MIN. TREAD DEPTH 10" o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN, 24" H AND — HANDRAILS MIN. 20" D o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), o 34"-38" ABOVE SLOPE PLANE corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 �� o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED THAN FOUR RISERS with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 PATH WITHOUT GOING THROUGH A GARAGE 1 %" 2" GRIP SIZE OR GRASPABLE FINGER RECESS inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES o exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. a 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 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. • WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM • 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 •ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN underlayment meeting the performance requirements specified, is required to be applied over 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 n ■ 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 underla ent meeting the performance requirements specified, y yn ym g p q p 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 WET AREAS FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o 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 Z5 0- N C] CV 2 U 0 U 0 O /o t'J ? rM� W c� � o 00 Q`n iti a� o v� c� n3 v � 4 as C) N as *PulteGroup- PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CH'111 NU ER 2811.500 SHEET( GO.02 I N O N N 0 W .r_ 0 a LEGEND 40'-0" MASONRY - CONC. BLOCK OR BRICK WALL 10'-8" ''2X FRAME WALL PER PLAN 1'-4" 8'-0" 4ELEV. _ ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" SOFFIT DENOTES EMERGENCY ESCAPE & RESCUE OPENING 30'-0" 7-1/4�_ DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN 13'-0/2" 16'-2Y2" I FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. 0 " `m 7-r6-6" 7-10rCOVERED LANAI EXT. I 12� CEILING TRAYS ARE TO BE RECESSED INTO THE 8-4 2-0" I TRAY UP TRUSSES 12" U.N.O. It HB (2)*25 SH (3) 25 SH I ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -20 WALLS ARE DRAWN 3 1/2" THICK "'Iff HIM -2x6 WALLS ARE DRAWN 5 1 /2" THICK o -8" BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING FURRING i� to OWNERS SUITE I GATHERING ROOM 4'-6 5'-5Y" I 110 6080 SGD mffI 5'-9" 4'-1" 3'-11 T-0)/ 5'- 11" 6'-7" ;AFE 6'-sY" lop Lo 3'-2" C N EAT @20" AF o Q i W IIao::: o r` N d W X (D CM- i� 0. BATH ; I I o = �° REDUCE O.H. TO 3 X " 4 1.6 cm00 QUARTZ o N HOWE E 2S/2R -- p. z 4'-2Y" 5'-7y"f TRg T-0� N 3' 11 N N — FLUSH COUNTERTOP o C — 62X6 LOW WALL ® 35_ _j WIC v _ (\ V N _ C C RTB ____________________..____ U TP .. __� N o KITCHEN 6'-4y" 1S/1R RANGE WITHCID 4/0 BP z ""_DP MW VENT HOOD r-----------�------- ^\N\ XWV 41'Y 1 I O I I "' o I-------, N REF. I o X o BEDROOM 4�,v �, _ -- y�� �. I� i\ _ .r _=:===_ A U N DR N , _ Y II 3 I " 1 , N o NOTE: ALWAYS LOCATE LL '__ _� BEDROOM 2 �, o DRYER TO RIGHT I OF WASHER �\ I I o NO RETURN N I ( m �I o ENTRYof \� (D -< 1 Q � a 0 0 0 10'-10" 5-3" 4'-9" 2'-� '-1" 10'-4" CD° Q FRAME OPENINGF, X-1 CD Q CDMIN. 30 X 22 I X I �\ W (D >- FOR ATTIC SCUTTLE. p..:.. 81 . FOYER III I¢ BATH 2 N _ I� _ _. __-_ TP 0 aO TR IP 2 CAR GARAGE i DBL 2X4 3'_7" R, i E N � O I BEDROOM 3 a I I I I 1 HB _ I 1 1 1 I I i 2 _v2 L 2'-i I 1 0- I I m I 1 a0 I 1 10 ORC I 16'x7' OVERHEAD DOOR I o SOFFI o (2)*26 SH V8ANDiNG TO RETURN TO FRONT WALL Q 0 2'-9" L. 16'-0" 2'-9" 2'-10" 4'- 2 7'-12 ol 21'-6" 4'-3" 14'-3" 40'-0" a FIRST FLOOR PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) N O N CD 0 U OO o0 O M 1 r--a v 00 L� O L� � o 00 �-1 O va-, N U r—_4 `Y' O c� N as PRODUCT MANAGER RELEASE DATE: XX /XX /XXXx PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CH'IM NU ER 2811.500 SHEET A1.11 I i m o co ik $,_o" T.O. WDW FRONT ELEVATION SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) 4" LAP SIDING PER SPEC 4" I BRACKET DETAIL SCALE 1" = 1'-0" E A cD� TYPYSTUCCA BAND F B C C TRIM DETAIL SCALE: 1/2" = 1'-0" 4" N CMU SILL DETAIL SCALE: 1/2" = 1'-0" FRIEZE BANDING DTL SCALE 1/2" = 1'-O" SMOOTH PANEL SIDING 1'-4" 2" B&B @ 16" O.C. GABLE DETAIL SCALE: 1/2" = 1'-0" 5/4"x4" SMOOTH ZRIM MATERIAL ru O MO c ? t'J r� v� �o cn O ((�Oy H Ln a� v � v U� c� �o cis N � Ak uC p- PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE SPECIE1CATION LEVEL I Pulte PLAN NAME Hi h ate NPC CHI'M NU ER 2811.500 SHEET A2.01 0 w ROOF PLAN SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11 x17 PAPER) TRUSS BEARING jk 9'-4' 8 -0 T.O. WDW I o I 00 0'-0' FINISH FLOOR -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN, SQ. FT. SQ. IN. 2463 354672 8.210 1182.240 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. SQ. FT. SQ. IN. LIN. FT, VENTS 3.284 472.896 4 4.926 709.344 115 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY ----------------,--------------- 0 ------------------ CID co OPT. GRIDS PER OPT. 4" BANDING-/. ----------------- COMMUNITY SPEC -0 SIDE ELEVATION SCALE 1/8' = 1'-0' (NOTE: SCALE 1/16" = 1'-0" ON 11 x17 PAPER) 9'-4" V 1-6 T.O. WDW � o co a o OPT. 4" BANDING-� OPT. GRIDS PER COMMUNITY SPEC REAR ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) TRUSS BEARING 9'-4" -----, --- -- 8 -0 T.O. WDW -0 CD I oAD cc-----00 OPT. GRIDS PER 0'-0" -0 OPT. 4" BANDING COMMUNITY SPEC nwcu rl MID SIDE ELEVATION SCALE 1/8' = 1'-0" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) a N O N ca- 0 U 0 O O M 1 rq v00 �o O � O 00 inH � o v � cn v U� cf) Cc) to • v -.12 '■■� O � w cz c N 0 'SPulteGroup- PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET A2.02 I Aff. ON COASTAL AND FM ELEVATIONS FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'—O" (NOTE: SCALE 1/8" = 1'—O" ON 11x17 PAPER) BEDROOM 2 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 OP/GFCI STANDARD 110 OUTLET — WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 4220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-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) © EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE ?Y� PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) �I� SC SMOKE/CARBON I ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT © THERMOSTAT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ GARBAGE DISPOSAL (GFCI PROTECTED) CHIDES n DOOR BELL CHIMES olly GARAGE DOOR 0 WIFI HOTSPOT (150 OPENER DATA/TV ME IA 5 MEDIA /SWP BOX l DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT—IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT a 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 M COMBINAITON SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL urlD 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS _ — 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O O m r r--r c� O cxD %1 a� O v Ue—+ c� .O � w 0 � cc� N a� PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET E1.11 a 4 n L 0 F o a o of N0-1£ •I 110-,£ / , , 1 1 Z o 1 , Lu W1 1 ILL, I 1 , 1 I I 1 � Tr I 1 1 1 I I I I I I I I 1 I 1 I I 1 I I `I 1 11 ; 1 1 1 1 11 t11 1` 1 11 , , 0 0 0 LL uj U- Q ' U 1 _ - - - - - - - - - - - - - - - - - - .ilcc, / O , , ' 1 C ZI 1 1 1 Lu V V Qr 1 1 1 � � p` _La's- - -j,LL f� `(`v■' ---- ------------------- FIRST FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-On ON 11 x17 PAPER) cn Z CD 1, 1\ 1\ 1 , I , 1 \ 1 � 1 � 1 � 1 � 1 ' 1 ' 1 ' 1 ' 1 ' 1 ` 1 ' 1 ' 1 ' 1 ' 1 ' 1 , 1 1 1 1 ; 1 , 1 , 1 , 1 1 I , I 1 1 , I I 1 , 1 , / I , I 1 I i 1 I I , , , 1 1 , , , , I , , , 1 ' 1 I 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 I 1 ' 1 ' , 1 1 ' 1 ' 1 ' 1 ' I ' I ' 1 ' 1 ' 1 I 1 ' 1 ' 1 ' I ' 1 ' I ' I ' I ' I ' I ' I ' 1 ' 1 I I ' I ' I ' , I 1 ' I ' , I 1 ' , I 1 ' , I 1 ' 1 ' , I 1 ' , I , 1 i U CCD I � w w ?I-n,1 ?,-n„ TRACK, FROM BOTTOM PLATE TO TOP PLATE, TYP. d BLOCKED METAL STUDS�V 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 f SEND NAILS, TYP. 7 00 L2 CV + Ln Li ry 110V DUPLEX OUTLET LOCATION CHASE OUTLET LOCATION s 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT B I G SCALE: N.T.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 O 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 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) 0 EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT n n� OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR MP= EP ELECTRIC PANEL O PROTECTED) SC SMOKE/CARBON SM � ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT O -EPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ GARBAGE DISPOSAL (GFCI PROTECTED) CHIDES DOOR BELL CHIMES to GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TV Eia s MEDIA /SWP BOX (1) DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT I` 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM I- I , I ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT MT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL HOD I 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I I limmill —1 lEl I �I — I 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O0 O M 1 QQ c� o u O 00 A� cn d U� M cf) V O C� as cf) N � litPulteGroup- PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Fanuly SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2811.500 SHEET ����� 0 r FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'—On (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY CV O N 0 U O OM m t'J � N °O c� o O O 00 t\ 1"1 a� �-1 O H cj U CO � 1 0 44 co as � w N � *PuiteGroup- PRODUCT MANAGER RELEASE DATE: XX /XX IXXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Hi h ate NPC CHI NU ER 2811.500 SHEET pill I I 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-POSITIVENL06: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF ROOF LIVE LOADS TC UVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 1&0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-16 140 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 Q TO 1 EQUAL SQUARE FOOT. THESE LOADS ARE TO BE Q 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. 1. 2. 3. 4. 5. 6. D 1. 2. 3. 7. 8. 9. 10. 11. E. 1. 2 3. 4. 5. 6. 7. 8. 9. 10. FOUNDATION: FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. ALL ALL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM UFTS OF 8'. CONFORM TO ASTM D 1557. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. mAk"k w.»1W CONCRETE SHALL CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK ALL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER )j OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5' SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0' SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.401.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE r TO 2 r IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY NTH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (f m = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8' x 8" x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S" OR 'M'. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0' U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE UNTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) 15 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK 14 20' 3' 10° #5 25' 3-3/4' 10" 116 9 1 4-1/2' j 11" 17 42° 5-1/4' 1 13' F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60, 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO BE: CLASS 'B". MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. 4. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. 5. DOWELS BETWEEN FOOTINGS 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, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8' -3/8' d>=8 in +/- 1/2" -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2' G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NDS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 2x4 (MIN) SPF OR SP NUMBER 2 OR BETTER 016" O.C. FOR WALLS 9'-5' OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPF OR SP NUMBER 2 OR BETTER @ 16" O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 2x4 SPF, SP, OR METAL STUDS ® 24" O.C. MAX. 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6, HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 2x4 STUD WALL PROVIDE: (1) 24 KING STUD AND (1) 2x4 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH )2 TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8' O.C. FOR EACH, U.NO. 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. 10. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12' O.C. UNLESS NOTED OTHERWISED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. 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 A kInl Inn A nF. 2. 3. 4. 5. 6. 7. 8. 9. 10, 11. 12 13. 14. J. 1. K. 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2' DIA., EMBEDDED 7". USE 10" LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3"x3"x0.229" PLATE WASHERS ARE ASTM/ASME B18.22.1. 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'PER FL PRODUCT APPROVAL 115731.1. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON 'DTEN HD"PER FL PRODUCT APPROVAL #15730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 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'PER FL PRODUCT APPROVAL 115730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL #16230.1. SIMPSON 'AT-XP' 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'PER FL PRODUCT APPROVAL #15730.4, b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON 'RTEN SCREWS'PER FL PRODUCT APPOVAL 12355-R4. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET'PER FL PRODUCT APPROVAL #15730.5. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL PRE -APPROVED SUBTITUTTONS 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 'DTEN 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) 1/27 DIA. SIMPSON 'DTEN 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 1/2 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. FIELD REPAIR NOTES: 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 WITH GROUT AS SPECIFIED, 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS. 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-r FROM ANY EDGE FOR ) BOLTS AND 342. FOR r 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 V x 6", OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE 'SET" EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6' MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL IN THESE DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3" NAILS). WHEN GAP IS GREATER THAN 1 1/2', INSTALL NEW ANCHORS. 4. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY )' OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN V AND 1 Y, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 k", 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 NOT -BEARING WALLS (2-1/8'FOR A 2X4 STUD OR 3-5/16-FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4'X1-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'#'-SDS3 WITH (12)-1/4'x3'SDS SCREWS, WHERE '#'CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY, 6. NOTCHED TOP/BOTTOM PLATES a. FOR PLUMBING/MECHANICAL UTILITIES A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2'WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/2-TO THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1-FROM THE EDGE OF THE PLATE. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS 2'ABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2-BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTILIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3' WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7' ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2 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 ACCORANCE 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. Roof Pressures Wall & Soffit Pressures Width Helight Effective •.. �-a.1� I` i. s 0 DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS ABBREVIATIONS: A. PLYWD = PLYWOOD B. OSB = ORIENTED STRAND BOARD C. NAILING: C.A. 8d NAIL C.B. _COMMON 10d COMMON NAIL C.C. 12d = COMMON NAIL C.D. 16d = 0,135" x 3 1/2' GUN NAIL C.E. EN = EDGE NAILING C.F. AN = FIELD NAILING C.G. SN = SIDE NAILING C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONIC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION J. MAX = MAXIMUM K. MIN = MINIMUM L. O.C. = ON CENTER M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 0. TYP = TYPICAL P. U.N.O. = UNLESS NOTED OTHERWISE Q. I.L.O. = IN LIEU OF R. w/ = WITH S. WD = WOOD T. EE = EACH END U. HDR = HEADER V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. ATR = ALL THREADED ROD Z. S.C. = SAW CUTS AA. C.J. = CONTRACTION JOINT AB. DEN = DOUBLE EDGE NAILING AC. COL = COLUMN AD. REIN = REINFORCEMENT AE. PLT = PLATE AF. CANT. = CANTILEVER AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER ' t4o. i 4 Z µ S TATE O � .��"•''. ORmill I S «"►`` c l'J I v00 0 U0 �-1 O v cs U `Y' M c� O � bA cn 4-1 N PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET SO.1 i la i (1) #5 REBAR w/LAP PER COVERSHEET 8" C.M.U. FINISH PER ELEV. » OIL -0'- 0 74 FINISH GRADE MONOLITHIC FOUND. ,• .: - W/ (2) #4 DIA. RODS CONT. ON CHAIRS 9" STARTER 1' -0' COURSE - is 1-4' 0 2 STY ALT. CMU SEAT ® -1Y" =01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB SCALE: 1/2"=1'-0 10 1/2n 8" C.M.U. WALL FINISH 3/4' RECESS IN SLAB PER ELEVATION FINISH FLOOR C/) n SLOPE ... '— MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2"=1'-0 RECESS WITH PAVERS 2x AT 24'O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS 012' O.C. STEP PER PLAN SLOPE r - .. ;i. .. �,. N O 4 6 (1) #4 ROD CONT. ON CHAIRS LINO STEP CONDMON ;6�8 THICKENED SLAB @ GARAGE (NON -BEARING) SCALE: 1 /2"=1'-0 CLEAN COMPS PVC SLEEVE 1'-4' 0 2 STORY F13) BEARING PENETRATION DETAIL SCALE: 1 /2'=1'-0 DE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS CMU COL. PER PLAN PAVERS OR SLAB PER SLOPE ' SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN `'....` (IF REQUIRED) — PER PLAN of MASONRYWALL CORNER ON SPREAD FTG SCALE: 1/2' l'-O 3/4' RECESS IN SLAB — FINISH FLOOR 2x P.T. PLATE SECURED TO SLAB w/ — 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d GUN NAILS 012' O.C. START SLOPE HERE — PENETRATING PVC SLEEVE sC/2'=1'-0 ci nor CMU COL. PER PLAN —#5 REBAR w/LAP PER W COVERSHEET _0,_0» > SLOPE w � ¢ z m C CONCRETE FOOTING— o w/REBAR AS NOTED Z ON FOUNDATION PLAN (IF REQUIRED) PER PLAN iers) 01 MASONRY WALL CORNER ON SPREAD FIG, 8" C.M.U. WALL FINISH PER ELEVATION SLOPE �i ° MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. FLUSH CONDITION 2x AT 24'O.C. MAX. 1/2' G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS —#5 REBAR w/LAP PER COVERSHEET w oZ IV m�� o Z SCALE: 1/2 =1'-O 2-1/2' 0 IMPACT (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS POURED CURB FINISH GRADE o —MONOLITHIC FOUND. w/(2) #4 DIA. RODS °LCONT. ON CHAIRS 1'-4 0 2 STORY EXT. MASONRY WALL @_GARAGE 12" SQUARE C.M.. COL PER PLAN w (2) #5 REBAR w/ 25" LAP MIN. 0 EACH FILLED CELL SLOPE PAVERS OR SLAB PER SPEC. 4 CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PER PLAN PLAN (IF REQUIRED) Fom MASONRY COL. ON SPREAD FIG. SCALE: 1/2"=1'-0 GROUT BED DOOR DOOR PER SPEC PAVERS PER SPEC J PAVERS PER „ 3 W DOOR PER SPEC (THICKNESS VARIES) DOOR THRESHOLD a SPEC (THICKNESS � DOOR THRESHOLD a VARIES) PER PLAN F_ SLOPE 0'-0° F. SLOPE i ldk 0 —0n PER PLAN Z ¢ �'--' ALT. BRICK PER PLAN g _ _ _ THRESHOLD O III —ICI —ICI II Qco III —ICI —ICI _—I !..`e.' —ICI—ICI III iI�IL_„I� r, -',,�";•_ �III� 3„ CL � W �.'.� MONOLITHIC FOUND. MONOLITHIC FOUND. MONOLITHIC FOUND. 1-On W/ (2) #4 DIA. RODS i w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS ' "' L r = 1'-0n CONT. ON CHAIRS 1'-4" 0 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS 1-4 0 2-STORY ..:::. III ALT. FLUSH BRICK 1'-4' 0 2 ST Y EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL -@ ENTRY (Concrete) SCALE: 1/2'4-0 FINISH (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2' CONC. SLOPE SLAB f •' •'I N =E THICKENED SLAB EDGE SCALE: 1/2'=1'-0 (1) #4 REINFORCMENT 4» BAR CONT. CONC. PER SCHEDULE —, SEE FOUNDATION PLAN IAn SLOPE TO DRAIN ' CID SHOWER RECESS SCALE 1/2"=1'-0 SCALE: 1 /2"=1'-0 PAVERS TYP. �4--ll 4' (1) #4 BAR CONT COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE: 1/2"=1'-O 411,i CORNER BAR WITH 25" VERTICAL DOWEL MIN. LAP SPLICE EACH AS REQ'D IN PLAN r' ' SIDE. SAME SIZE AS CONT. FOOTING STEEL. ;. NUMBER OF CORNER ALTERNATE TO CORNER SPLICE: PROVIDE CONT, STEEL RENE BARS BENT : ;:�; ; . :..' _ r... A :. r r y'"'` _ BARS EQUALS NUMBER OF CONT. BARS AT CORNERS TO COMPLYf•T�' WITH THE INTENT OF THE BUILDING CODE. NUMBER OF REBAR 25" MIN. PER PLAN LAP SPLICE F1P REINF, PLACEMENT AT FIG. CORNERS SCALE: 1 /2"=1'-O O OM M / � r--q ^ , W cn 'r� O O 00 ,i•r 'd� Q� �Cn U� � M O w bA N � 19PulteGroup- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHnNUIXER 2811.500 SHEET S1.0 'I ! i I FOUNDATION PLAN SCALE: 1 /4"=1'-O" d- I 11 W, 40'-0" 29'-4" Fl i—On ry'—�n r-0 24"x24"x12" CONC. FTC. w/ S1.o #4 BARS 6" O.C. EA WAY o w/ OPT. w/ OPT. SCREEN SCREEN " „ " " " 3 -1 1 /2" 8 7 -0 8 4 -5 1 /2 8 10 -2 8 2 -7 (ENCLOSURE ENCLOSUREI F11 - S1.0 S1.0 VERIFY M.o. VERIFY M.O. ouj �— --- • F01 --- S1.0 F01 S1.0 • o I C a' I 1'-2 1 /2" I N ,» 6 -g 2'-1 1/2" N N 1ERIFY M.O. K, N i I ci ■ ■ • • i O cJ . g" 3'-0 1 /2" L FO7 S1.0 ■ • i 51 2" I ,I d F26 cJ • S1.0 0 0 ■I I ■ F01 -_ • cJ cJ I • F01 S1.0 REFER TO ARCHITECTURE FOR F08 • ACTUAL WALL LOCATION Si-0 — SLOPE STARTS M I cJ HERE I • 20'-1 " FOB S1.0 I VARIES _ o cJ ( -- F04 I • • 0 o d CV F07 I S1.0 NNW • cJ FO6 S1.0 F04 S1.0 5 RIFY �' M.O. 2" 3'-4"I 51 " I cJ F01 ( Si.0 • F01 _ Vo VERIFY M.O. VERIFY M.O. 1'-9" [8- 16'-8" 8" 1'-9" 4'-3" 2'-111/2" 8" 7'-0" 8" 2'-111/2" 21'-6" 14'-3" 40'-0" .1, M n G I c0 00 I Ln v C) o v00 0 u') oe O o 00 n� F--� � a� t T Q v CN U121; cn � o 0 ?-� M +� N PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET sil 0 WALE BASE PLAN SCALE: 1 /4n=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 @ 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 WITH GROUT U = UNFILLED r QUANTITY OF REBAR AT I BOTTOM OF LINTEL CAVITY 7NOMINAL 6-1 B/1 T LLQUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT WIDTH J5 REBAR AT TOP MIN. (1) REQ'D a ; 1-1/2" CLEAR a Z CMU 00 o '.. GROUT 0 , 15 REBAR AT BOTTOM OF LINTEL CAVITY 7-5 8" BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH LEGEND DETAIL INDICATOR ® LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO S 4' DOUBLE 2z6------- 3'-5' - 6'-0' DOUBLE 2z8------- 6'-1' - 8'-6' DOUBLE 2z10 2 JACK STUDS EACH END. 8'-7" - 12'-6' DOUBLE 2z12 (2) JACK STUDS. EACH END. #5 REBAR IN VERTICAL GROUT FILLED CELL ROUGH ❑PENING BELOW PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAIL w N.T.S. MITER LINTELS /// BY FIELD CUTTING #5 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL #5 BAR AS SHOWN Iwo` COLUMN BELOW 'it fit E5 2 0 J 0 O O r•-a 00 � O 0 VJ � `1 O � O OO n� d'+ v a� cn U�' ` r--q O bA c� 4-j N � SPulteGrou PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE SPECIFICATION LEVEL Pulte . PLAN NAME Hi h ate NPC CH'IM NU ER 2811.500 SHEET S2.1 �, 1111! -1111 1"UpIll f I I'.1 s, � Ij a I t 1111 1 11 '.y:: I .LL I I I1 0 ROOF FRAMING PLAN SCALE: 1 /4"=1 '-O" 54.1 TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. L O Q J `M•J 1 rM� W M vJ Q \ Q i cc �'1 a� Q d1 -N N d � U� M r M O � w N � tPulteGnoui,,, PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME High ate NPC CHIM NU ER 2811.500 SHEET Sm ( I a STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. -OR- 2x BLOCKING AT SHEATHING 2z RIBBON BOARD ATTACHED EDGES wl (3) 8d NAILS INTO TRUSS TO TRUSS wl (3)10d NAILS, 24' CONTINUOUS STRUCTURAL O.C. CENTER MAX. SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING DETAIL SHEATHING NAL PER TYPICAL TYPICAL TRUSS SHEATHING DETAIL ANCHOR PER PLAN DETAIL AT TRUSS HEEL > 9114' TYPICAL TRUSS ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA, (SEE ARCH DINGS) BOND BEAM PER PLAN DETAIL AT TYPICAL TRUSS w/ HEEL < 9114' ROOF TRUSS ON MASONRY Scale: He Name: 1 /2"=1'-0" RWM-010 CTURAL SHEATHING SEE PLAN FOR ATTACHMENT STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT PRE ENGINEERED OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TRUSSES AT 24" O.C. TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2x4 w/ (2) 12d NAILS 2x4 BLOCKING AT 2'-0" O.C. w/ (2) 12d TOE NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. EACH END TO TRUSS 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). BOND BEAM PER SHEATHING PER PLAN PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 "L" MAX. GAP FROM TOP Of BACK AND AN ADDITIONAL DIAGONAL BRACE IS 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL FOR VERT. REINF. MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID WALL BRACING AT NON -BEARING EXTERIOR WALL HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO ROT THE SECOND DIAGONAL A SIRONGBACK IS ALSO LTS REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 STRUCTURAL CONNECTOR. 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA —SHEATHING PER PLAN. — OR — GABLE TRUSS PER PLAN 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) 1Od —SHEATHING PER — O R — PLAN. 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. pn� VALLEY SET OVER FRAME i lvv ►am PRE—ENGINEERED ROOF TRUSSES @ MAX. 24" O.C. SHEATHING PER PLAN. GABLE TRUSS PER PLAN SHEATHING PER ARCH 10 FURRING AT INSTALLED PER MANUF. MAX. 16' O.C. w/ (3)10d AT EA TRUSS sot EXTERIOR CEILING FURRING SCALE: N.T.S. VALLEY SET TRUSSES VALLEY SET TRUSSES AT 24" O.C. AT 24" O.C. ROOF SHEATHING ROOF SHEATHING PER PLAN PER PLAN SHEATHING PER _ SHEATHING PER PLAN. —OR PLAN. 1 SDWC15600 TRUSS SCREW \-2x4 PURLIN 0 EA VALLEY () TRUSS. NAIL TO COMMON TO EVERY TRUSS BELOW TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL 0 8" O.C. 20 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 2x4 w/ (2) 12d NAILS STRUCTURAL SHEATHING DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO �/z PRE—ENGINEERED WOOD t2xu LOCKING. UNLESS NOTED OTHERWISE ON PLANS; PROVIDE TRUSSES AT 2'—D" O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL 3 NE BRACE NEAR THE PEAK AND THE REMAINDER AT 48 STRUCTURAL SHEATHING. .C. ®APPROX. 45—DEG ANGLE. TRUSS ANCHOR3 SEE CONN. CHART 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE PLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP 20 "L" BACK. � NAILED w 2 ROWS 10d GUN NAILS � 8" O.C. () BOND BEAM PER PLA /-- 2. AT VERTICALS OVER 6'-6" TO 8'-4" (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). 2 SHTG FRAME PER CASE 3 BELOW SHEATHING PER PLAN SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN PRE ENGINEERED AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. TRUSSES AT 24" O.C. PROVIDE CONT. 2z8 P.T. PLATE w/ 1/2" 0 z 10" TRUSS ANCHOR STRUCTURAL SHEATHING (` M I I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. PER PLAN SEE PLAN FOR ATTACHMENT v v WASHERS AND 7" EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED BEAM AT VAULTED TRUSS w/ 12d's AT 4" O.C. rmmninnu ,,Fp pi Am Aun nPTAn (8) 10d NAILS EACH `. ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. CMU WALL (4) 1/4" 6 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 lbs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI —PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDIITONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. R13 MISSED TRUSS STRAP REPAIR Lu (TYPICAL CMU WALL CONNECTION) / CONT. 2x4 \ 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAL. w/ 10d GUN 0 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. FIELD NAILING / BRACE SPLICE SHOWN PER PLAN \ 2x4 BLOCKING AT 48 O.C. — \ / 3 TRUSS BAYS FRAMING 2x6 NAILED • BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R 0 9 GABL�EE NDTRU�SBRACING DE�T�lL GA —FASCIA A 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 PERJ ADDITIONAL DIAGONAL BRACE IS REQUIRED FOR REINFORCEMENT PLAN AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH MASONRY 2x4 DIAGONAL BRACING w/ (5) 12d THE DIAGONAL AT MID HEIGHT AND TO THE \ COMMON NAILS TO BLOCKING AND "L' BLOCKING BELOW THE ROOF SHEATHING w/ (THE 12d's AT END. INSTR ADDITIONTO TO THE BACK. UNLESS NOTED SECOND DIAGH ONAL, K IS OTHERWISE PLANS, PROVIDE ALSO REQUIRED AT THESE VERTICALS AND ONE BRACE AT THE PEAK AND THE A 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 STRONGBACKS w/ 12d's AT 6° O.C. NOTCH BE THE DIAGONAL'S LENGTH MINUS "L" BACKS AT TOP AND BOTTOM. 12" FROM EACH END. WOOD(-R"oDUTCH�Hj�GABLE�TRUSS�BRACIN�GD ETAIL 9B "X" = 10% HOUSE WIDTH 7( 0 O o RIDGE X 0 GABLE END BOSTON HIP "X" = 10% HOUSE WIDTH 3 RIDGE (Jt GABLE END ---4 GABLE X �.� "X" = 10% OF HOUSE WIDTH 3 x O O / x / 2 X \ O RIDGE x HIP x ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE: 7/16' SPAN RATED PLYWOOD OR OSB 8d RING SHANK 0.113" x 2-3/8" 1 2 3 OFFSET DIMENSION "X" = 10% HOUSE WIDTH "X" "X" TILE: 15/32' SPAN RATED PLYWOOD OR OSB PANEL EDGES @ SUPPORTS (1) 6" O.C. 6" O.C. 4" O.C. PANEL FIELD 1 6" O.C. 6" O.C. 6" O.C. METAL: 15/32' SPAN RATED PLYWOOD w/24 GA. 19/32' SPAN RATED PLYWOOD w/26 GA. NUILS: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X" OFFSET FROM ROOF EDGE. 30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE Rii ROOF :SHEATHING ATTACHMENT DIAGRAM 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2x6 w/ (2) 12d NAILS � STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d • EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 8'-0" BACK FROM GABLE TRUSS. 2z4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND @ 32" MAX, SPACING CIF 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 ®12'O.C.(NOTCHED ® TOP w/2-12d TOENAILS 'L" BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLAN R09C EA�RTIA�LG�ABLE AND TRUSS�1�j�tl m MO t'J � Q) oo 41 c� O 0000 `1 n� ;-i O cu C vcn U� O � w bJD c" N � PRODUCT MANAGER RELEASE DATE: XX Ax /xxxx PROJECT TYPE Single Pamflyj SPECIFICATION LEVEL Pulte PLAN NAME Hi h ate NPC CHn NU ER 2811.500 SHEET S4.1 e, 9 O O O O C O O O O C O C O O o 0 0 QCKING AT ALL rsH ATHING EDGES. 0 a STUD SPACING F DOUBLE 2 MID SPi BETWEE 2X P.T. SOLE PLATE w/ 1 ANCHOR BOLTS (10 + 2; O.C. MAX. w/7" EMBEDMEI 5/8" DIA. EXP. BOLTS AT W/1800 # ALLOWABLE TEP OR 1/2" DIA EXP. BOLTS O.C. W/1200 # ALLOWABLI MIN, ALSO AT CORNERS & w/ 30 PLATE WASHERS EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" SHEATHING 8d 3" O.C. 3" O.C. 12" O.C. ALL EDGES I\LI LI\ IV I VVI\VnIIVIT I L 11 I VI\ FOOTING SIZE AND LOCATION LOAD BEARING WALL w/UPLIFT W10 Lu 12 PER ELEV. INTERIOR NG �IN( STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAIUNG & OTHER REQ. EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" MIN gd 3" O.C. 3" O.C. 12" O.C. ALL SHEATHING EDGES W02 GABLE END SHEATHING DETAIL AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. FASTENERS TO BE 1/8" DIA. MIN. AND EMBEDDED 3/4" MIN. MINIMUM SHEAR CAPACITY TO BE 150 f 2x ANGLE AS REQUIRED w/ (2) 10d TOE NAILS AT EACH END. STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN WINDOWS AND DOORS AND AT ENTRIES WITHOUT BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN BARREL FRAMING IS USED. STRAP INSIDE FACE OF WALL PER - W10 WHEN TRUSS STRAPS INSTALLED ON INSIDE (NON -SHEATHED) FACE OF WALL ` SIMPSON H2.5A @ TOP & BOTTOM OF OPENING FRAMING (JACK STUDS ONLY) DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16" O.C. — (6) 10d NAILS KING STUD TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA18 CENTER ON HEADER. STRUCTURAL SHEATHING PER PLAN (ON OPPOSITE SIDE OF WALL) 2x STUDS AT 16" O.C. EDGE NAIL SHEATHING PER PLAN — EDGE NAIL SHEATHING PER PLAN CRIPPLES AS REQ'D, STRAPPING AT INTERIOR FACE PER PLAN MTS16 FROM EA. TRUSS TO HDR. 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. HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO — MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS REQUIREMENTS PER PLAN. (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM AT 3" O.C. ALL AROUND HEADER OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT II II II II II II II II II II II II _u__JL NOTE: FOR EXTERIOR BEARING WALLS ONLY IA VYPICAL FRAMED BEARING WALL 0"-16" MAX. GAP 2x4 FILL w/ 2" MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. lx P.T. SHIM NOTES: ALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION DETAIL. 7".. INSULATION AS WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE PER SPECS. FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERATE TOP PRE-ENGINEERED ROOF PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. TRUSSES. REFER TO TRUSSR. DRAWINGS. ROOF SHINGLE ARCH FRAMING DETAIL (OR TILE PER SPEC) W13 Ku TRUSS STRAP PER STRUCT. DETAILS OILREFER TO PLAN u FASCIA PER COMMUNITY SPEC SOFFIT & OVERHANG PER SPECIFICATIONS 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 OL 0'-0" FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W31 IY 1-STORY WALL SECTION 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. FOUNDATION PLAN BOND BEAM TOP COURSE DETAILS FOR FOOTING ORCING. LINTEL OVER OPENING — iu LAF kiinWnL/ W19 TYPICAL FILLED CELL DETAIL MAY VARY, SEE PLAN 8" KNOCK OUT BLOCK w/ #5 BAR GROUTED SOLID ¥5 VERTICAL BAR IN GROUTED CELL. 8" CMU WALL LAID IN RUNNING BOND. W18 _TEPPED BOND BEAM OVER LINTEL CONNECT WALLS PER W10 DETAIL @ INTERIOR NON -SHEATHED WALLS 2x STUDS AT 16" O.C. SHEATHING PER PLAN @ EXTERIOR — WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) (1) SP4 TO KING & JACK STUD U.N.O. EDGE NAIL SHEATHING PER PLAN — II II II II II II II II II II J II II _LL _JL NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING TRUSS BOTTOM CHORD PER MANUF. @ 24" O.C. EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM OF HEADER PER PLAN HEADER PER PLAN, (2) PLY MIN, ADD JACK/KING STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL AS REQ. FOR SHUTTER ATTACHMENT EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3" O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT O . en DO. 41 0 (p 00 00 LO i'-1 �O W a-� 41 N It ro U 19di `f' crS ♦vm� '� ro 8 � pmq 0 bJ� co N � I[PuiteGroup- 91 N 1�1 m 1 4 o M O O C-4 00 w O N cn H � o a$ � W 0 PRODUCT MANAGER RELEASE DATE: XX Ax /XXXX �GrEI PROJECT TYPE TA- Single Famil P.. # 73242 FLORIDA 8 BENJ INNIES� P SPECIFICATION LEVEL P.E. # 2 FLORIDA Pulte 5/20121 DATENI t t 61 [ f PLAN NAME Highgate ' NPC CHI NU ER 0. 2811.500 w ., ,ram �►, .,x•b SHEET a� S4.2 f;. INT. FINISH WOOD BUCK ATTACHMENT: 1 x CUSTOM P.T. BUCK TO MASONRY 1 x WOOD MATCH FRAME WIDTH, ATTACH w1 T NAILS @ 4' 1x 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 < 21/9=11410 x 4' FINISH PER ELEVATION TAPCONS @ 4' FROM ENDS AND 12'O.C. REMANDER.w/ 11140EMBEDMENT TYPICAL WINDOW ATTACHMENT DETAIL Scale: N.T.S. Fla Name: WGM-140 WOOD BUCKATTACHMENT: NT. FINISH 2x OR GREATER BUCK TO MASONRY ix WOOD BUILT-UP THICKNESS < 2114' =1141D x 4' 2x P.T. BUCK TAPCONS @ 4' FROM ENDS AND 12' O.C. REMAINDER wilt/,' EMBEDMENT ATTACH DOOR PER FLORIDA PRODUCT APPROVAL ALTERNATE: BRICK MOLD 1x CUSTOM PT BUCK TO MASONRY MATCH FRAME WIDTH, ATTACH w/ T NABS @ 4' FINISH PER ELEVATION FROM ENDS AND 12' O.C. REMAINDER. ATTACH DOOR THRU BUCK INTO MASONRY PER FLORIDA PRO DUCT APPROVAL TVPI('.01 nnnP AM N ARIT NTH e: File Name: N.T.S. WGM-150 EXTERIOR CONC.WALL GARAGE DOOR AND TRACK, INSTALLED ; PER MANUFACTURERS ° SPECIFICATIONS. 2X6 WOOD BUCK ANCHORED TO CMU w/ 1/2'x6'1'BOLTS OR 5/6'x 6'S•IPSON TTIEN HDS wl 2' WASHERS AT 24' O.C. & WITHIN 6' OF TOP AND BOTTOM, OR (2) FRAME TO BUCK TO ROWS OF 1/4'x 3' MASONRY SCREWS @ MASONRY 1T O.C. STAGGER ROWS 6' FROM EACH END y..■....�.� 1/Tx 2 Ile HILTI SLEEVE ANCHOR OR EQUAL MIN.110 EMBED INTO MASONRY (1) PER BRACKET FRAME TO MASONRY TYPICAL GARAGE DOOR ATTACHMENT Scale: N.T.S. a t He Name: WGM-160 PRECAST LINTEL GRAVITY LOAD TABLE 06i29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CR£TE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING TYPE A 81' 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 10000 3'61" 212" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 4'0" 2' 8" 1783 2561 2751 3280 3820 4890 5961 7034 8107 2561 4605 5206 6113 7547 8974 10000 10000 4'6" 3'2" 1343 1969 2110 2992 2931 3756 4576 5400 6224 1969 4375 5206 6113 7019 8672 10000 10000 4'8" 3'4"' 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 5'4" 4'0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5'10" 4'6" 860 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 66" 5"2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 746" 62" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 $'4" 7'0" Ogg 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9'4" 8"0" 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 11'4" 1010" 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12'0" 10"8" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 1216" 11 2 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2883 13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14'0" 12'8" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14' 8" 13" 4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 15'4" 1410" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 17' 4" 160" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19'4" 18'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 420* N/A 750* 960* 1177* 1415* 1676* 20'0" 18,8" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 340* N/A 598* 845* 1114* 1345* 1468* * PRESTRESSED ** 8" W/2" RECESS U-LINTELS IType A = Unfilled no Rebar; Type B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Continous Grout, Steel per plan in Bond Beam & Lintel MT • e 1 � > III�IN�I� II,IIII�II��I�V,�IIII U��Vlll�p�� �� e MIX sum �® 111 . !I ,. � � • II MUMM I I II III�I I �I III II� III���I ML : II�I�VI� I�III�II��I �� N O N S 0 0 O 1 r� v00 o Ul) n O O oQ �-I O v a� U� ,d ell M CIS `V O ;N� '—' w 0 bA as N � Ulte - sue_ T N m v o_ O O cv l� M cx:) w cn v O � Q C�3 � W w p x 'C20 w PRODUCT MANAGER IRELEASE DATE: XX/XX/XXXX PROJECT TYPE Sig le Famflyj SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHI NU ER 2811.500 SHEET S4.2.1