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HomeMy WebLinkAbout6308 Bradford Woods Dr13 `rc [P ,� 121, � s , APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL -2014 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB , 40 -O 60-O LOT SPECIFIC AREA TABLE Sheet Number Sheet Title Description TOTAL GO.01 Cover Sheet G0.02 General Notes :CONDITIONED SPACE A1.11 1st Floor Plan CMU-BASE PLAN 1850 SF A2.01 A2.02 Front Elevation & Details Side & Rear Elevations & Roof Plan 1850 SF :NON -CONDITIONED SPACE CMU—COVERED LANAI 90 SF CMU—FRONT PORCH FM1 OR C1 OR C01 21 SF CMU—GARAGE 438 SF E1.11 1st Floor Electrical Plan E1.12 1st Floor Electrical Options P1.11 1st Floor Plumbing Plan SO.OA s1.1A 549 SF 2399 SF S1.2A S2.OA S3.OA S3.OB CONTROL DATE - GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 0Flevation3-23-2019 Choices Coastal (C0102) Irs oor Mate Height 9'-4" Plate Height Kitchen Layout Choices Layout 1 ., or� �9� ANLD°' ppyy e ��'"� PLC,, 4a�-181 1.A _ Laundry Layout Choices Layout 1 Additional Hose Bib Location Rear Exterior Irs oor Wall CMU Exterior Wall Bath 2 Shower Choices Tub/Shower Combination 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 Uathering Room Ceiling Choices Flat Ceiling Owner's Bath Layout Choices Owner's Bath Layout 2 Owner's Suite Ceiling Choices Flat Ceiling Covered Lanai Covered Patio oyer Entry Door wing Door Swing In Wind Speed Choices Wind Speed 140 Highocity urricaneZone ePREVAppP LOT SPECIFIED PLAN. INFORMATION Configuration Choices Configuration B Customer Name Market Home 6871-03001 Address 6308 BRADFORD WOODS DRIVE ZEPHRYHILLS IFL 133542 Community 6871 OAKS OF PASCO 6871-03001 ---- w` o n t'J � v • r+ o 0 .o •i � Q � v� N U `-1r' c� 7121 o r-, � w N � O_ O cv C� 00 w a� O � 4 Cn w O� Cn w O PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family TION LEVEL Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET G0601 P.M. 0 10 �_ M—M 3 a� 0 Z 0 N 0 0 CD CD N O N E CD 0 W 0 GENERAL NOTES GENERAL NOTES COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 DRYWALL — DO NOT SCALE DRAWINGS � 0 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC — �" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING ACCESSIBILITY — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER WITH A TUB OR SHOWER TERMITE PROTECTION THAN 30 SF a ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF REQUIREMENT. �7 '` `aD [PU SHALL BE ISSUED TO THE BUILDING DEPARTMENT — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF THE ROOF FRAMING MEMBERS o ACCESS SIZE IS TO BE 22"x30" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 POCKET DOOR aiw.: TREATMENT SPACE FIRE—RESISTANT CONSTRUCTION SITE ADDRESS — INSPECTION FOR TERMITES — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES A 20—MIN. FIRE —RATED DOOR GUARDS AND WINDOW FALL PROTECTION — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. EXTERIOR i „ — / GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE — WATER RESISTANCE CEILING WITHOUT HABITABLE ROOMS ABOVE — GUARDS SHALL BE MIN. 36" o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT — 5/8" GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE a EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A —" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES OF THE STAIRS WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED ■ THIS IS NOT REQUIRED OVER CMU — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED — FLASHING SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS STAIRS o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER — MIN. CLEAR WIDTH 36" R703.4 WINDOWS/DOORS o HANDRAILS SHALL NOT PROJECT MORE THAN 4 %" ON EITHER SIDE OF THE STAIRWAY — EXTERIOR PLASTER — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — MIN. HEADROOM 6'-8" o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND R703.7 — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 — MAX. RISE 7-3/4" — LATH o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS — MIN. TREAD DEPTH 10" o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 �X" LONG, 11 GAGE NAILS HAVING MIN, 20" D —HANDRAILS A 7/16" HEAD, OR 7/8" LONG, 16 GAGE STAPLES, SPACE NOT MORE THAN 6" INTO FRAMING a EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. a 34"-38" ABOVE SLOPE PLANE MEMBERS o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED THAN FOUR RISERS o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), PATH WITHOUT GOING THROUGH A GARAGE corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 0 1 %"-2" GRIP SIZE OR GRASPABLE FINGER RECESS inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance a MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 o MIN. HEIGHT 78" ELECTRICAL inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the o FINISHED FLOOR SHALL BE MAX. 1 1/2 BELOW TOP OF THRESHOLD " ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath —SMOKE shall cover and terminate on the attachment flange of the weep screed. o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS o IN EACH SLEEPING ROOM — SIDING — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 o OUTSIDE EACH SLEEPING ROOM o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o ON EACH ADDITIONAL STORY — MASONRY a FIXED AND OPERABLE PANELS IN DOORS a CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR o BRICK IS TO BE INSTALLED PER R703.8 SHOWER GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 POSITION — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER ■ GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS ROOFING AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS — UNDERLAYMENT R905.1.1 o WINDOWS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED o Unless otherwise noted underlayment for asphalt shingles, metal roof shingles, mineral —surfaced roll GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE roofing, slate and slate —type shingles, wood shingles, wood shakes and metal roof panels shall CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR conform to the applicable standards listed in this chapter. Underlayment materials required to • WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE comply with ASTM D226, D1970, D4869 and D6757 shall bear a label indicating compliance to the standard designation and, if applicable, type classification indicated in Table R905.1.1. Underlayment . BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED shall be applied and attached in accordance with Table R905.1.1. • THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI AND CIRCUIT BREAKERS OR RECEPTACLES ■ Exception: A reinforced synthetic underlayment that is approved as an alternate to ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED INKITCHENS, underlayment complying with ASTM D226 Type II and having a minimum tear strength in HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS accordance with ASTM D1970 or ASTM D4533 of 20 pounds shall be permitted. This o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND underlayment shall be installed and attached in accordance with the underlayment attachment WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT methods of Table R905.1.1 for the applicable roof covering and slope, except metal cap nails shall be required where the ultimate design wind speed, equals or exceeds 150 mph. SURFACE —NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING — FLASHING R903.2 FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and o WET AREAS shall be installed in a manner that prevents moisture from entering the wall and roof through ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT joints in copings, through moisture permeable materials and at intersections with parapet walls and TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS other penetrations through the roof plane. LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 ■ SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 WOOD — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.3.8 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD INSULATION VENTILATION / ATTIC ACCESS — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS VENTS ONLY PER R806.2 — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY w` o (rI/J Mo CYO 1 ri •� o 0 � C=) Oro �-i 2 QON ON � o C14 U `Y' cM as o c� biD C0 4_' N tPulteGif', ,J _,,s PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME High ate NPC CHIM NU ER 2811.500 SHEET GO.02 0 _ ,_, L. __. ,L1 _._ ._. ,�_I .. .:L= I ..... ��... s�i71L�. ilGlll W, d. _11M !1 .IilWll-IYYW'�,Y I ! � a_ O cV O N S U d O U w , o j IWJ � M� � 4Y) oQ �n T'� O L-, O 00 c\ Ln C ' T d1 O v N U `Y' cz . ,'•� v � o � w cn� as N � tpultell,�,,",,,b� .. PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHI'M NU ER 2811.500 SHEET A1.11 i 0 00 9'-4" ik 8'_0j, T.O. WDW MAN FRONT ELEVATION SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) 4" LAP SIDING PER SPEC 4" I BRACKET DETAIL SCALE: 1" = 1'-0" El A TYP. STUCCO BAND SCALE: viz°=,'-o* F1 B C lli +1 2" cV 4" TRIM DETAIL SCALE: 1 /2" = 1'-0" 4" CMU SILL DETAIL SCALE: 1/2" = 1'-0" FRIEZE BANDING DTL SCALE: 1/2" = 1'-0" SMOOTH PANEL SIDING 1'-4" 2" B&B @ 16" O.C. GABLE DETAIL SCALE: 1/2" = 1'-0" 5/4"x4" SMOOTH ]RIM MATERIAL 0- CD N O cV S 0 0 w ` O O ( IWJ c cn 1 r� v c� 00 Ln c d1 v C'4 cn U r--4 di cn �o 0 b� vmmm��� N� PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Single Familv SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET A2.01 ROOF PLAN SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) TRUSS BEARING rik 9'-4n 8'-0" Y T.O. WDW �o 00 0'-0" FINISH FLOOR �__________________� ------------------ _ OPT. GRIDS PER OPT. 4" BANDING COMMUNITY SPEC SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11 x17 PAPER) -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SO. FT. SO. IN. 2399 345456 7.997 1151.520 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SO. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 3.199 460.608 4 4.798 690.912 112 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 I 9'-4° Y T.O. WDW m o I a o m __ 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 —Dn T.O. WDW L -------------- i co OPT. GRIDS PER--------------J 0'-0» -0 OPT. 4" BANDING COMMUNITY SPEC FINISH FLOOR SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) 0 w \ r IWJ Q O p di C? 1 r� C! � O 0QO i-1 0 c� (u -O 0 rmmq 41 N tpulteg c . o ~ `o O OHO w °� 0 4� Q N o o -jc � � Q PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Smele Family SPECIFICATION LEVEL I Pulte PLAN NAME Hi horate NPC CHIM NU ER 2811.500 SHEET A2.02 a FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) BEDROOM 2 p ELECTRICAL SYMBOLS II STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) s4 f SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LT LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE r LIGHT FIXTURE - 48" FLUORESCENT ^ ^ > OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON Et ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT TO --OPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ CHIMES GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV MEDIA S MEDIA /SWP BOX It DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L — 2" PVC CONDUIT N 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 'b T ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT MT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL ►urn 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I 1=1 I F I — 1111#4 SERVICE GROUND —_: 7rM CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE 0 cV N S 0- 0— CD U O w ` o O j IWJ Mp c M� ` 1J J v OQ c� 00 i^H H � v � N r U ,ZVI cle' r__q ce) c� o � w C" N � s- r 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 E1.11 IN 0 o 0 � J o � -__-______ �- ; O 1 ' , OI � I I I , -c O 1 I I I ' 1 ZI n n < > , WI I 1 , I , ----_ -- I � , o o i 0 I I Al/VIVO '1dO[V l 1 , < > \ W, ' o 1 O 0 0 . '1 dO 0 J 0 0 J 0 3 O b U L U U W 0 0 N w CD CV 0 N E U 0 uj r_ 0 CL 11 ao 1 11 '8V0'n '1d0 11 'Offn 'idO J -7 Z' u� IV U r) O I , x 0 z \ C' n I♦Q � II II I 1 till 4JL__ _J raw FIRST FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) 0 1d0 In on~ O �- Q O > O M , W ' MI ------- - O 0 r - W m W O ldo -------------------------------- W / Q ' 0 I�X�I ; i� 1 ; c 1 U ' N z c; CD Z v Li C CL i, cl- 1, I, 1 , 1 , I � 1 � 1 � 1 ` 1 ` 1 ` 1 ` ` ` , 1 , 1 1 1 , 1 1 1 , 1 , 1 , I 1 1 1 I i I I I I I 1 I , I i 1 I I I I I I 1 I I I I 1 I i 1 , 1 I 1 I I 1 1 I 1 1 1 I 1 1 1 1 1 1 1 ' 1 ' 1 ' ' 1 1 ' 1 ' 1 ' 1 ' 1 ' 1 1 ' 1 ' 1 ' 1 ' I I , I , I 1 ' 1 ' 1 ' 1 ' I ' I � 1 � 1 ' I I I ' 1 ' I ' I ' I ' I I ' 1 ' I ' 1 I I ' I � 1 � 1 ' 1 ' I � 1 � 1 I 1 ' 1 ' 1 ' , 1 ' 1 I I ' 1 ' r ' I I 1 I � I ' r ' I � , 1 I 1 ' U 1 L.� 1 O Z 2'-0" TYP. SPACING METAL STUD, TYP. TYP, SPACING END NAILS, TYP. �2x4 WOOD BLOCKING INSIDE METAL LWOOD BLOCKING STACKED B TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS PLATE, TYP. A METAL STUD, TYP. WOOD BLOCKING INSIDE TOP OF STACKEDr2x6 BLOCKING WOOD STACKED BETWEEN BLOCKED METAL STUDS, TYP, METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE —END NAILS, TYP. Q L` a 110V DUPLEX OUTLET LOCATION CHASE OUTLET LOCATION cV L l: 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT 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 OF/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET 0DW DISHWASHER OUTLET (GFCI PROTECTED) s4 f SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -<>PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT -(`Rx LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT > OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE �> CEP ELECTRIC PANEL SO SMOKE DETECTOR (AFCI PROTECTED) SMOKE/CARBON � ELECTRIC METER SC MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) THERMOSTAT EMERGENCY LIGHT -0 PB PUSH BUTTON TELEVISION OUTLET SWITCH CHIMES TELEPHONE OUTLET /O/ GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) ogy GARAGE DOOR 0 WIFI HOTSPOT XO OPENER DATA/TV MEDIA S MEDIA /SWP BOX f 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 P 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM I_ III 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 ELECTRIC METER IN NEMA PANEL ,o 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I 1111#4 SERVICE GROUND _ CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE 0 N 0 CD F- 0 U 0 O O ('W) M0 1 v 0 a00 v rM"� J o 0 cJ] N � PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2811.500 SHEET ##### THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY 2'-0" FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) a_ 0 CV 0 N CL 0 U 0 (jWJ M MO � N r--+ oo 4 0 00 t I\ ^T 1 tom' d1 N � N U `Y' _o � � w �4-j N � 0 0 o 00 w c a, Z Q N � Q �••� o C) o C) z op o PRODUCT MANAGER RELEASE DATE: XX /xx /XXXX PROJECT TYPE f Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET pill A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 6th EDITION (2017). WHERE MORE STRINGENT CODES ARE ADOPTED, THEY SHALL GOVERN THE WORK. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE, ETC, 4. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPONSIBIUTY OF THE CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE. 6. ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-POSIPVENL06: 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 UVE LOAD 60.0 PSF EXTERIOR WD WALL 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING _ 40.0 PSF WIND SPEED PER ASCE 7-10 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE "C" 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. 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 BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED, 5. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. Il rnkiPDCTC. 7. 8. 9. 10. 11. E 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 3 Q 0 0 cn F 0 U 0 CV QJ U a� 0 W 0 CL 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 Y OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT, CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5" SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0" SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.441.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE Y2" TO 2 Ya" IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL. MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (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 APPUCATION. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE "S" OR "M". COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND 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 #4 20' 3" 10" #5 25" 3-3/4" 10" #6 M" 4-1/2" 11" #7 42" 5-1/4' 13" 2. 3. 4. 5. 6, 7. REINFORCING STEEL: WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. REBAR LAP SPUCES 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. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8" -3/8" d>=8 in +/- 1/2° -1/2" 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-%" FROM ANY EDGE FOR r BOLTS AND 3-Y2" FOR Y8* AND Y4" 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 Yz" 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. TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2" 4. CMU OVERHANGING SLAB 1. MU = WUNUAHUN 4.1 FOR BLOCK OVERHANGING THE SLAB BY r OR LESS, NO REPAIR IS NECESSARY. J. MAX = MAXIMUM G. WOOD FRAMING: 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN r AND 1 �, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. K. MIN = MINIMUM 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 Yz", CONTACT THE E.O.R. FOR REPAIR. L. O.C. = ON CENTER 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL M. SP = SOUTHERN PINE WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE NDS. 5. NOTCHED STUDS IN WALLS N. SPF - SPRUCE PINE FIR 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 2x4 (MIN) SPF OR SP NUMBER 2 OR BETTER ®16" O.C. FOR WALLS 9'-5" OR LESS. STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING 0. TYP = TYPICAL 3. INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPF OR SP NUMBER 2 OR BETTER 0 16" O.C. MAX. (U.N.O.). WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD P. U.N.O. = UNLESS NOTED OTHERWISE 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 2x4 SPF, SP, OR METAL STUDS 0 24" O.C. MAX. WIDTH IN BEARING WALLS (1-3/8"FOR A 2X4 STUD OR 2-3/16'FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING Q. I.L.O. = IN LIEU OF 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. WALLS (2-1/8"FOR A 2X4 STUD OR 3-5/16"FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN R. w/ = WITH 6. HEADER FRAMING: A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/471-1/2' S. WD = WOOD a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#'-SDS3 WITH (12)-1/4N3'SDS SCREWS, WHERE "#"CORRESPONDS TO THE T. EE = EACH END SIZE OF SAME SPECIES, GRADE AND PLY COUNT, NUMBER OF STUDS IN THE MULTI -PLY. U. HDR = HEADER b.) FOR 2x4 STUD WALL PROVIDE: (1) 2x4 KING STUD AND (1) 2x4 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. V. J = OPENING JACK STUD c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 6. NOTCHED TOP/BOTTOM PLATES W. K = OPENING KING STUD 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH Y" TOLERANCE (2-PLY MIN), a. FOR PLUMBING/MECHANICAL UTILITIES X. SIM = SIMILAR UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8" O.C. FOR EACH, U.NO. A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE Y. ATR = ALL THREADED ROD 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT Z. S.C. - SAW CUTS PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2"WIDE AND MUST BE AA. C.J. = CONTRACTION JOINT 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS AB. DEN = DOUBLE EDGE NAILING 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. REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/2'TO THE AC. COL = COLUMN 11. UNLESS NOTED OTHERWISED. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL. TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 17ROM THE EDGE OF THE PLATE. THE REQUIRED AD. REIN = REINFORCEMENT 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND AE. PLT = PLATE SHALL BE USED FOR METAL -TO -WOOD CONNECTTONS. EXTENDS 2'ABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT AF. CANT. = CANTILEVER 13. ALL FASTENING SHALL FOLLOW TABLE R602.3(1) U.N.O. EXTENDS 1-1/2'BEYOND THE PIPE ON EACH SIDE). AG. SC = BUILT-UP STUD COLUMN b. FOR HVAC UTTUTIES AH. MANUF. = MANUFACTURER REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTILIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED H. PREFABRICATED WOOD TRUSSES: 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. 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE MSTC52) TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, UPLIFTS, SS PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND L. JURISDICTION SPECIFIC INFORMATION: FTRUSS REACTIONS, LOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY, SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MINIMUM EXTERIOR 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" (INCHES) O.C. MAX, OR AS GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE OTHERWISE NOTED. REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7" ON 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216)INSTALLATION GUIDELINES. THIS 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. APPUCATION WOULD BE IN COMPLIANCE WITH R703.1. 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS KAYCAN VINYL SOFFIT IS INSTALLED IN DELEGATED TRUSS SYSTEM ENGINEER. ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. COMPLY WITH R703.1 I. ANCHORAGE: 3. 12" WIDE SOFFIT PANELS ATTACHED TO BUILDINGS AND EAVES WITH 12F-1 & 12F-2 SYSTEM REQUIREMENTS AS NOTED IN EVALUATION REPORT FL12194-R9 ARE CAPABLE OF WITHSTANDING MAXIMUM COMPONENT & CLADDING DESIGN PRESSURES OF 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS +/-40PSF. FOR DESIGN PRESSURES EXCEEDED +/-40PSF, SOFFITS SHALL BE ATTACHED PER 12F-3 OR 12F-4 SYSTEM SHALL BE 1/2" DIA., EMBEDDED 7". USE 10" LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR REQUIREMENTS IN EVALUATION RFRNT FL12194-R9 AND ARE CAPABLE OF RESISTING MAXIMUM COMPONENTS & CLADDING DESIGN BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3"O"x0.229" PLATE PRESSURES OF +48PSF &-64.`PSF WASHERS ARE ASTM/ASME B18.22.1. 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON "STRONG -BOLT 2"PER FL PRODUCT APPROVAL #15731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON 'TITEN HD'PER FL PRODUCT APPROVAL #15730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON "SET-XP"PER FL PRODUCT APPROVAL #15730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL #16230.1. SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIMPSON 'SET-XP'. 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE: SIMPSON POWDER -ACTUATED FASTENERS'PER FL PRODUCT APPROVAL #15730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON `DTEN SCREWS'PER FL PRODUCT APPOVAL #2355-R4. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SEPPER FL PRODUCT APPROVAL #15730.5. 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL. 8, 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 `i1TEN 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 A of ak C & C Rre55Ut"E'Sp5-1� KZt ps30) DASD Values) Based on 10psf Aria POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9. PRE -APPROVED SUBTITUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: Roof Pressures Wall Pressures 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. Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALUNG ALL OTHER 14.8 -23.6 14.8 -41.0 14.8 -60.6 25.8 -27.9 25.8 -34.4 POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 1 10. PLACE ANCHOR BOLTS AT 4° MIN AND 12° MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4" FROM CONCRETE EDGE, AND SPACED AT 24" O.C. MAX. DESIGN PRESSURE CALCS 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. Components and Ciaddmg Pressures (ps=A*Kzt*ps30).(ASD1Values) DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN VALUES. VALUES ARE TO BE INCREASED AS APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. Positive Negative REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS 13. BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS Effective Pressure Pressure OR NUTS AGAINST WOOD. Description Zone Width (ft) Height (ft) Area (ft2) (psf) (psf) 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. J. WOOD STRUCTURAL SHEATHING: 16070 OHGD --- 16 7 112 21.9 -24.4 3080 DOOR 4 3 8 24.0 24.4 -26.6 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. 6080 SGD 5 6 8 48.0 23.2 -29.2 4010 FIXED 4 4 1 4.0 25.8 -27.9 K. FIELD REPAIR NOTES: 25SH 4 3 5.25 15.8 25.1 -27.2 C.O.A.# ARCHITECTURE: 1. MISPLACED DOWEL NOTE: 24SH 4 4 4.166667 16.7 25.0 -27.1 AA26002802 THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. 25SH 2 END () 5 6 5.25 31.5 24.0 -30.9 C.O.A.# ENGINEERING: IF THE WALL HAS NOT BEEN BUILT. DRILL A %° DIA. HOLE 6" DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT 29349 LOCATION. EPDXY A 36" LONG #5 REBAR WITH SIMPSON TYPE "SET" EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S 25SH END 5 3 5.25 15.8 25.1 -33.1 Cl THOMAS A. WEBER, PE REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL (2) 26SH END 5 6 6 36.0 23.8 -30.5 P"E. # 73242 FLORIDA SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12" LONG LAP WITH THE CONTINUOUS REBAR IN 8 BENJAMIN NIESE, PE THE TIE BEAM. 25SH (3)1 4 1 9 5.25 47.3 23.2 -25.4 P.E. # 86025 FLORIDA IF THE WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX. 16" HIGH AND 4' WIDE AT 12/15/20 THE FLOOR. DRILL HOLE AND INSTALL A 32" LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE DATE `ij`11 { 11 t t 11 OR BOND BEAM. P. a I N Sri FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. �4 RIO ,✓��sst0lltAL tall � 1 v� r--+ -I•� M •� O � O 00 n � O v� U d� to .� v •O wb�A 0 . 4 ctt +-+ N C) �s g< _ i;S m Lei v o_ < M 0 c ) d 1 � r-i cn l� M 0 w v N O N 43 W O w 0 C:)(O M U PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME High ate NPC CHI NU ER 2811.500 SHEET SO.1 -r - MONOLITHIC FOUND W/ (2) #4 DIA. RODS CONT. ON CHAIRS 14 0 2 AIR' EXTERIOR MASONRY WALL FTG (1) #5 REBAR w/ 25" LAP U.N.O. CMU COL. PER 8" C.M.U. FINISH PER ELEV. PLAN FINISH GRADE 9" STARTER COURSE )T---/ ALT. CMU SEAT @ -1Y; FROM TOP OF SLAB PAVERS OR SLAB St CONCRETE FC PER PLAN #5 REBAR w/25" MIN LAP Wll� CD LLi a- PER PLAN MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1/2"=l'-O � SCALE: 1/2'=l'-O 3/4' RECESS IN SLAB 10 1/2'Z2�_ 8" C.M.U. /4' RECESS IN SLAB — -------- PER ELEVATION FINISH FLOOR FINISH FLOOR — SLOPE . ........... MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1'-4' 0 2 STORY 06GARAGE DOOR RECESSED SILL SCALE: 1/2"=I'-0 RECESS WITH PAVERS 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED TO SLAB wl _Vk 3' POWDER ACTUATED FASTENERS OR TAPCONS @ 16' D.C. OR (2) ROWS 12d 1/2" G.W.B. EA. SIDE GUN NAILS 0 12' D.C. STEP PER PLAN :SLOPE -------- �v_ 4 1'- 0" 6 1/2" (1) #4 ROD CONT. ON le CHAIRS UNO SIP CONDITION 0 8 � THICKENED SLAB @ GARAGE (NON -BEARING) SCALE: 1/2"=V-0 CLEAN COMh I-F PVC SLEEVE 1'4" @ 2 STORY F13 ) BEARING PENETRATION DETAIL SCALE: 1/2"=1'-0 11 8 C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS 8" C.M.U. WALL FINISH PER ELEVATION m SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS ON CHAIRS. RECESS WITH SLAB 2x P.T. PLATE SECURED TO SLAB w/ 2x AT 24"O.C. MAX. 3' POWDER ACTUATED FASTENERS OR OR TAPCONS 0 16' D.C. OR (2) ROWS 12d GUN NAILS 0 12' D.C. 1/2' G.W.B. EA. SIDE START SLOPE HERE 21) SLOPE FLUSH CONDITION PENETRATING PVC SLEEVE SCALE: 1/2"=1'-0 8" C.M.U. FINISH PER ELEV, FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS CMU COL. PER PLAN LO Of ldk -0" -0 SLOPE SLOPE - no-b. CONCRETE FOOTING PER PLAN PER PLAN MASONRY WALL CORNER ON SPREAD FIG. —#5 REBAR w/25" MIN LAP o w2i (1) #5 REBAR AT FILLED CELL CMU STRUCK BOTF ,�' -0'- 0" , -7t 1 r 0 2 STORY Fo4 EXT. MASONRY WALL @ GARAGE SCALE: 1/2-4-0 SCALE: 1/2"=1'-0 2-1/2- @IMPACT GROUT urn DOOR DOOR PER SPEC DOUREDCURB -INISH GRADE IONOUTHIC FOUND. 10 #4 DIA. RODS ;ONT. ON CHAIRS 12" SQUARE C.M. . COL PER PLAN (2) #5 REBAR w/ 25" LAP MIN. 0 EACH FILLED CELL 401 -0. SLOPE r PAVERS OR SLAB PER SPEC. 7V -1., CONC. FOOTING PER PLAN 1l, PER PLAN (F_wbMASONRY COL. ON SPREAD FTG. SCALE: 1/2'4-0 PAVERS PER SPEC PAVERS PER (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS VARIES) DOOR THRESHOLD R PLAN SLOPE DOOR PER SPEC .F. 0'-0' F.F. U.— SLOPE 'dF'\ o)-o" PER PLAN ALT. BRICK PER PLAN THRESHOLD 17pO 00 I , . co —1 11-1 Ni ri I - CZ) P I- L Uj ICI MONOLITHIC FOUND. MONOLITHIC FOUND. MONOLITHIC FOUND.--"" W/ (2) #4 DIA. RODS L L CONT. ON CHAIRS w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS l'-4" 0 2-STORY 1'-4" 0 2-STORY ALT. FLUSH BRICK CONT. ON CHAIRS CONT. ON CHAIRS T1-FO 2 ST0'fY EXTERIOR DOOR SILL @_SGD (Pavers) EXTERIOR DOOR SILL 0 ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) SCALE: 1/2'4-0 (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. FINISH GRADE SLOPE SLAB SIN49 THICKENED SLAB EDGE SCALE: 1/2"=1'-0 (1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" BAR CONT. CONC. PER SCHEDULE — W SLOPE TO DRAIN SHOWER RECESS SCALE: 1/2*=1'-0 SCALE: 1/2'4-0 PAVERS TIP. SLOPE GRADE W1 II I I (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE: 1/2"=I'-0 CORNER BAR WITH 25" VERTICAL DOWEL MIN. LAP SPLICE EACH AS REQ'D IN PLAN SIDE. SAME SIZE AS CONT. FOOTING STEEL. ALTERNATE TO CORNER NUMBER OF CORNER SPLICE: PROVIDE CONT, 7 BARS EQUALS NUMBER STEEL REINF. BARS BENT OF CONT. BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE NUMBER -_ OF REBAR BUILDING CODE. PER PLAN 25" MIN, LAP SPLICE :F:12) REINF. PLACEMENT AT FTG. CORNERS SCALE: 1/2"=1'-0 C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 F] THOMAS A. WEBER, PE < P.E. # 73242 FLORIDA N BENJAMIN NIESE, PE P.E.#86025 FLORIDA E! 12/15/20 DATE -Ili I No. 8 OF E (D or- R I '0,40 w At. _j C) C=) C C? 0o O 0 �� 00 v� U `Y' 03 • 7 1 21 Pic; 0;w_q O rr � 0 *pu ite PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famfly SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHI M NU ER 2811.500 SHEET S1.0 3 Q in 0 0 U U 0 N 0 N q) w FOUNDATION PLAN SCALE: 1 /4"=1'-O" 40,_0n 30'-0" 10'-0" 3'-11/2" 811 7'-0" 8» 4'-51/2" 8" 10'-2" 8" 2'-7" 9'-0„ 24%24" A Z CONC. FTG. w/ VERIFY M.O. VERIFY M.O. #4 BARS 6" O.C. EA WAY F03C S1.0 _ w/ OPT. d • F01 I S1.0 ( F01 S1.0 • iTJ SCREEN - ENCLOSURE 0 o F11 S1.0 I C`, 1'-2 1 /2„ cn 6'-8" 2'-11/2» N N i "' I - N VERIFY M.O. o I 0 CJ g» 3'-01/2" F07 0 S1.0 M o Lu L • 0 I o � 00 . I cJ • I F26 o I I o m p Of • I I _ F01 -- 0 o . CJ GJ Ln REFER TO ARCHITECTURE FOR F08 ACTUAL WALL LOCATION S1.0 l SLOPE STARTS c i co `D HERE i QD 20'-1 " FO8 S1.0 VARIES 0 CJ I UO F04 °o o I • . 0 W cV o F07 S1.0 co ccD � w • CJ FO6 S1.0 F04 S1.0 5 'VERIFY ^ M.O. n 2 3'-4" 51 n d CJ F01 I S1.0 • F01 _ •• • `� -I -I �� �� • VERIFY M.O. 16'-8" 21'-6" 1,_g" 40'-0" , 11 4 -3 VERIFY M.O. 7'-0" 8" 14'-3" LEGEND SYMBOLS 0 8x8 FILLED CELL W/ #5 REBAR FM-T-21 8x8 FILLED CELL W/ (2)#5 REBAR @ INSIDE FACE O❑ 8x8 FILLED CELL W/ NO REBAR REQUIRED 4 45' CMU - FILL CELLS W/ #5 REBAR 10 12x12 FILLED CELL W/ (4)-#5 REBAR ELE ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DETAIL INDICATOR XX FLOOR SLAB NOTES, 3 1/2" 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6" AND TAPED OVER CLEAN COMPACTED SOIL. SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN "L" SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36" (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12" (305mm) APART, WITH THE FIRST BAR PLACED 2" (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS C.O.A.# ARCHITECTURE: AA26g028©2 C.O.A.# ENGINEERING: 29349 n THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12/15/20 DATE r No.86€l .. - STAB_ cp AiAL 0 M MC co v o4 c� O 0 V) � � O O 2v n� v� -N N 0 cl-) TS O ----4 o� Cf N 0 lipultel, PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHI NU ER 2811.500 SHEET sil 3 a in .n 0 CD CV O cV E U N 0 w 0 a WADI BASE PLAN SCALE: 1 /4"=1'-O" LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8' KNOCK OUT BLOCK WITH #5 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4" NOMINAL BEARING PER END 0 LINTELS OR AS REQUIRED BY MANUF. 3. 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 F16-1 B/1 T LL QUANDTY OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH 15 REBAR AT TOP MIN. (1) REQ'D _ 1-1/2" CLEAR a J = CMU o GROUT #5 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 2x6 ------- 3'-5° - 6'-0° DOUBLE 2x8 ------- 6'-1' - 8'-6" DOUBLE 2x10 2 JACK STUDS, EACH END. 8'-7" - 12'-6" DOUBLE 2x12 2 JACK STUDS, EACH END. #5 REBAR IN VERTICAL GROUT FILLED CELL ROUGH OPENING ` BELOW PRECAST LINTELS FILLED WITH GROUT 90 CORDER DETAIL w N.T.S MITER LINTELS BY FIELD CUTTING 445 CORNER DOWELS INSIDE AND ❑UTSIDE ❑F VERTICAL #5 BAR AS SHOWN COLUMN BELOW C.O.A.# ARCHITECTURE; AA26002802 C.O.A.# ENGINEERING: 29349 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12/15/20 DATE ����llllI1111 1 sir F : 1111111 cV O cV CD 0 U 0 W M M � t'J e--- 1 v °Q VJ � O � O 00 n� � F� %-1 O v� U rr dI c� 12 1 O O � N � AIP u It e,--'.., PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET S2.1 ,. I!IIII�!IIi�llnAl111�IIP�!'a?IIIfE`!-'�!" � ! I�iTlrl"�'I"T'�ll`711A1�1 It■■A�■�� ROOF FRAMING PLAN SCALE: 1 /4"=1'-O" 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. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 " APA RATED SHEATHING. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 23)52 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 FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2) SDWC15600 AT EA PLY. C) (1) 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 LTR 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 MANUFACTURER'S PROFESSIONAL ENGINEER. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 n THOMAS A. WEBER, PE P.E. # 73242 FLORIDA N BENJAMIN NI ESE, PE P.E.486025 FLORIDA 12/15/20 DATE ,,,1;1illll i SAM . • i OF . slQNALI1111`0a>` Z3 N O N 0- 0 U p o Mo voo V J L\ `1 O � O 00 di n� �-I O v� CA v� U� O '—' rw 0 N r� PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHI NU ER 2811.500 SHEET S3.1 CONTINUOUS STRUCTURAL SHEATHING TRUSS ANCHOR PER PLAN — STRUCTURAL SHEATHING SEE PLAN AND DETAILS FOR ATTACHMENT DETAIL AT RAISED HEEL PRE—ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA SEE ARCH. DRAWINGS 2x BLOCKING AT SHEATHING EDGES NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). BOND BEAM PER PLAN SHEATHING PER PLAN R01 ROOF TRUSS ON MASONRY Z O J Z Zx Q li fE \o STRUCTURAL SHEATHING CONTINUOUS AT TRUSS HEEL, w/ SHEATHING EDGE NAILING REQUIRED. FRAMING PER PLAN WHEN 9-1/4" < "D" < 15-1/4": SOLID 2x BLOCKING BETWEENCD Z TRUSSES ATTACHED TO TOP Q PLATES w/ 8d NAILS @ 6" O.C. -- ALONG LENGTH OF BRACED N WALL PANELS 0 SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. 2x BLOCKING BETWEEN TRUSSES w/ (3) 8d INTO SUPPORT 0 EA END TO ADJACENT TRUSS OR TO TOP PLATES SHEATHING PER PLAN � ' TRUSS SCREW THRU LOCATION OF BRACING AT �n L TOP PLATES TO TRUSS VAULTED TRUSS. DETAIL AT RAISED HEEL TRUSS SCREW O O NOTE: PER PLAN CONTINUOUS BRACING TRUSS MANUF. REFER TO ARCHITECTURAL DRAWINGS vz AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). FRAMING PER PLAN 10. TRUSS SCREW THRU TOP PLATES TO TRUSS Q2 TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL R02 ROOF TRUSS ON FRAME Lu 2x4 BLOCKING AT 2'-0"---:L O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS BOND BEAM PER SHEATHING PER PLAN PLAN AND SCHEDULE — META16 AT BLOCKING w/1/4" 8" CMU WALL. SEE PLAN MAX. GAP FROM TOP OF FOR VERT. REINF. WALL TO BOIT. OF BLOCKING R 0 7 "_WA�LBRACING AT NON -BEARING EXTERIOR WALL (8) 10d NAILS EACH `. ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. CMU WALL (4) 1/4" 4 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 CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. Lu CR13)'MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK, 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 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. 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING _ PER PLAN. OR I\ 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) Od SHEATHING PER _OR_ PLAN. 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. DmaVALLEY SET OVER FRAME SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN PRE—ENGINEERED ROOF TRUSSES @ MAX. 24" O.C. SHEATHING PER ARCH —� 10 FURRING AT INSTALLED PER MANUF, MAX, 16" O.C. w/ (3)10d AT EA TRUSS ('sol-- EXTERIOR CEILING FURRING SCALE: N.T.S. SHEATHING PER _OD_ PLAN. I\ (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW 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 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. 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE OVERHANGS GREATER THAN 12". ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. fWHEN SIDE OF BLOCKING. TOP CHORD w/ (2)-16d NAILS AT 24" O.C. NAIL TO OPPOSITE SIDE OF BLOCKING, OVERHANGS GREATER THAN 12". ATTACH TO TRUSS BLOCK 8'-0" BACK FROM GABLE TRUSS. - I TOP CHORD w/ (2)-16d NAILS AT 24" O.C. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON CONT. 20 w/ (2) 12d NAILS X CONE 2x6 w/ (2) 12d NAILS NAILS EA. E4ND ®32" MAX. SPACING STRUCTURAL SHEATHING Z,,,-2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO PRE—ENGINEERED WOOD STRUCTURAL SHEATHING PER PLAN BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 TRUSSES AT 2 —0" O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" STRUCTURAL SHEATHING. 2x BLOCKING BETWEEN EA. O.C. ®APPROX. 45—DEG ANGLE. T3 TRUSS ANCHOR SEE CONN. CHART " 3 " 1. AT VERTICALS 3 —6 TO 6'-6 USE ONE TRUSS MEMBER OR TRUSS WEB. IF LENGTH IS LESS THAN 4'-0" USE 2x4 "L" BACK, SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED (2) ROWS 10d GUN NAILS @ 8" O.C. 2x4 "L" BACK. IF LENGTH IS GREATER THEN 4'-0" USE (2) 20 "L" "L" w/ BOND BEAM PER PLA 2x LEDGER w/?-10d 0 EA. BACKS. NAIL BACKS w/12d 0 12"0.C.(NOTCHED (2) SIMPSON A23 w/ (8) 10d x 1-1/2" 2. AT VERTICALS OVER 6'-6" TO 8'-4" CROSSING TRUSS MEMBER 0 TOP w/2-12d TOENAILS (ONE ON EACH SIDE OF BRACE TO TOP PLATE). 2x SHTG. USE (2) 20 T' BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). FOR ROOF SHEATHING NAILING "L" BACK —EXTEND 6" PAST FASCIA SEE ARCH \ % BLOCKING LOWER ROOF SHEATHING j SHEATHING PER PLAN \ SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2z8 P.T. PLATE w/ 1/2" 0 x 10" ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. STRUCTURAL SHEATHING CMU WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w/ 12d's AT 4" O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE PLAN AND DETAIL. / CONT. 2x4 \ 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP STRUCTURAL NAILS ® 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. % BRACE SPLICE SHOWN FIELD NAILING PER PLAN DLO ING AT 8" 0 C 2x4 CK 4 .. — \ / 3 TRUSS BAYS 2x6 NAILED ®BOTTOM FRAMING WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09GABLE END TRUSS BRACING DETAIL GABLE END 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 SHEATHING PER PLA 2x4 DIAGONAL BRACING w/ (5) 12d VERCALMASONRY THE¶ IAGONALBER AT MID HIEIGHT AND TOACH THE PARTIAL GABLE END TRUSS DETAIL R09C BLOCKING BELOW THE ROOF SHEATHING w/ PARTIAL GABLE COMMON NAILS TO BLOCKING AND "L" 2d's AT EACH END. ADDITION (THE 1SECOND TO THE BACK. UNLESS NOTED DIAGONAL,, ANSTRONGBACKOIS 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 WITH (2) 12d's AND ONE SIMPSON H2.5A OVER 8'-0" MUST HAVE AN OR ONE USP RT5 CONNECTOR. TRUSS ANCHOR ADDITIONAL T BRACE ATTACHED SEE CONN. CHART TO THE NARROW EDGE w/ /12d's SIDE NAIL ALL "L" BACKS AND FRAMING PER PLAN AT 6" O.C.. "T" BRACE LENGTH TO STRONGBACKS 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 DUTCH HIP GABLE �TRSS BRACING DETAIL (x` R09B "X" = 10% 3 "X" = 10% O HOUSE WIDTH � HOUSE WIDTH 3 O X RIDGE X RIDGE �/ GABLE END , Ot CABLE END BOSTON HIP GABLE Ix "X" = 10% OF HOINF WInTH 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 "X" 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. NOIES: 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 I�ROOF SHEATHING ATTACHMENT DIAGRAM C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 CJ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12/15/20 DATE 5.86 STATE /�IIII>i 0 O Or v--- 4 oo M O O O 00 vc7N -t✓ N U r--a $� d4 cr) c� .� v O � w O � —j ,ffpulte"-"" c� s N v v o_ O 0 O i 1 Ln r"1 m L\ M 00 w a� O N Q U-) O � W o Q 0 as w oo PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Lulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET S4.1 HORIZONTALNAILING STRAP INSIDE FACE OF WALL PER MTS16 FROM EA. TRUSS 0 0 0 0 0 EXTERIOR WALL SHEATHING W10WHEN TRUSS STRAPS TOHDR. 0 SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING EXTERIOR GABLE END SHEATHING (ON —SHEATHED FACE OF WALLSTALLED ON INSIDE < o ° ° ° N REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED EDGE NAIL SHEATHING o --NOTE: PROVIDE BLOCKING AT ALL „ „ ALL SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP 7/16" SHEATHING Sd 3 O.C. 3 O.C. 12 O.C. SIMPSON H2.5A @TOP &BOTTOM OF PER AS REQ'D, PLATE TO BE SPLICED OVER A STUD. SHEATHING EDGES. EDGES REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED OPENING FRAMING JACK STUDS ONLY) ) STRAPPING AT INTERIOR PROVIDE 48" LAP SPLICE w/ (3) 10d ° 3/ 4„ 7/16" MIN ALL FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES SHEATHING 8d 3 O.C. 3" O.C. 12 O.C. EDGES DBL 2X TOP PLATE. BOTTOM 2X OF TOP CANT. w/ lOd COMMONS AT 16" O.C. ° ° ° o o ° ° PLATE TO BE SPLICED OVER A STUD. ° o o o o o ° o ° ° ° 6/4" PROVIDE 48" LAP SPLICE w/ (3) 10d HEADER PER PLAN, (2) PLY 6 10d NAILS KING STUD TO —— 3/8" STRUCTURAL SHEATHING COMMON NAILS AT ENDS. NAIL PLATES MIN. ADDTIONAL JACK STUD CONT. w/ 10d COMMONS AT 16 O.C. HEADER (MIN. 3 EA. PLY) AND CONNECTORS ° (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN, 3/8" TO HEADER (MIN 3 EA PLY) o ° SHEARWALL LATERAL ° ° NAIL SPACING @ 12" IN FIELD (1) SIMPSON LSTA24 w/ (18) 10d 'J `, _ FASTEN WALL SHEATHING NAILS U.N.Q — CENTER ON BOTTOM ° LOAD DESIGN NAIL r ° NAIL SPACING AT ° SPACING ° v ° O AT 3" O.C. ALL AROUND HEADER ;' �! ,r", 1 SIMPSON LSTA18 ° o 12" IN FIELD � % %' ; ' ° ° 0,.���� CENTER ON HEADER. OPENING SINGLE NAIL EDGE SPACING b i° ° f'/l i ,%r �'I1° SINGLE NAIL EDGE SPACING STRUCTURAL SHEATHING PER PLAN INOTERIOR NON —SHEATHED WALLS NNECT WkLS PER W10 IL @ 'f DOUBLE SILL AS REQ. FOR ° 1/2" 1/2 s /i / /' / (ON OPPOSITE SIDE OF WALL) SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. SPA — /__1 ./ / ° 2x STUDS AT 16" O.C. ° ° SHEATHING PER PLAN @ EXTERIOR — 1 „ i / ,/ / I I I I WALLS AND SHEAR WALLS (ON 1 2 i / /' ' I I I I OPPOSITE SIDE OF WALL) DOUBLE NAIL EDGE SPACING ° ff;� ' % / % ° J EDGE NAIL SHEATHING I I I I (1) SP4 TO KING & JACK STUD U.N.O.— UPLIFT NAIL SPA G / PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN / r` i'.i1 � o / °� / d� °t I I I ° ° ° ° o ° o o —L _ji- 2z4 BLOCKING GABLE END SHEATHING DETAIL - - - - - STUD SPACING PER PLA NAILING SHEATHING SPLICE -SAME THICKNESS AND W02 au STRUCTURAL SHEATHING PER PLAN NOTE: FOR EXTERIOR BEARING WALLS ONLY W01 TYPICAL SHEATHING DETAIL STRENGTH AXIS ORIENTATION AS WALL SHEATHING TOP PLATE CONNECTOR: lYPICAL FRAMED BEARING WALL (2) SDWC15600 SCREWS @ EA STUD rW05 DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUE 2X P.T. SOLE PLATE w/ 112" DIAM, ANCHOR BOLTS (10 + 2) AT 32" O.C. MAX. w/7" EMBEDMENT OR 5/8" DIA. EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN. OR 1/2" DIA EXP. BOLTS AT 24" O.C. W/1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB w/ 30 PLATE WASHERS STUDS AT 16" O.C. EATHING PER PLAN 70M PLATE CONNECTOR: ) SDWC15450 SCREWS @ EA STUD REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION W10 LOAD BEARING WALL w/UPLIFT STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. i 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#. 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. INSULATION AS PER SPECS. F PRE-ENGINEERED ROOF P TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. ROOF SHINGLE (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS REFER TO PLAN 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 0"-16" MAX. GAP 2x4 FILL w/ 2" MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. P.T. SHIM WHERE )TES: ALTERNATE ARCH TOP NOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL NDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION =TAIL. WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE ASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP ER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. ARCH FRAMING DETAIL_ W13 �u SEE STRUCT. DETAILS FOR VARIATIONS 01L0'-O" FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. TYP. 1-STORY WALL SECTION REBAR, CONT. IN ID BEAM D BEAM PER PLAN REBAR VERTICAL PED 25" MIN. U.N.O. REBAR VERTICAL IN ID FILLED CELLS, PLAN). REBAR VERTICAL PED 25" MIN. U.N.O. _D" CLEAN OUT AT ALL ED CELLS. FOUNDATION PLAN DETAILS FOR FOOTING JFORCING. IU LHr IIIrIUAL) W19 TYPICAL FILLED CELL DETAIL 13 #5 REBAR w/ A.C.I. STANDARD HOOK AT TOP. LAP PER GENERAL NOTES. MAY VARY, SEE PLAN BOND BEAM TOP COURSE LINTEL OVER OPENING — 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 STUD COLUMNS PER PLAN Y,' SDS SCREW 016' O.C. — STAGGERED EACH SIDE OF POST (RESULTING IN 8' O.C. UD COLUMNS PER PLAN OVERALL SPACING) 4—PLY. r x 5' SDS SCREWS 5—PLY: N x 6' SDS SCREWS 6—PLY: N x 8' SDS SCREWS 7—PLY: )14 x 8' SDS SCREWS CS16 OR EQUIV. (TOP, MIDDLE AND BOTTOM) d NAILS 0 8' Q.C. PLY) PRIMARY METHOD \ r1T1 ir% r% • ^1 rAlL (2) 10d NAILS 0 8' O.C. (EACH PLY) NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING ALTERNATE METHOD FOR (4) PLY OR MORE STUD COLUMNS 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 C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12/15/20 DATE\l��IIiIII!/ IN .860 - i ORtDP lIIII ^1 0 W M t'J v 00 c� O VJ �00 v� • -121 n�� V O C� bA N � Q "I s m CD � M s O 0 O N 00 w 4� a� O N F—O � o W � Q 0 CM10 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Hi h ate NPC CHI NU ER 2811.500 SHEET S4.2 va