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HomeMy WebLinkAbout6353 Bradford Woods DrAILLV1►ORK SHAD co�APLY WITH PREVAILING i <)[)r.- L ID A F311; 0iN1,3 0..00E �a; I �f 1. C-rT41..n 1 KC'' I x ` �. AN[) �1�� ', q, � �'' � �� 1�1L�s ORDINANCES ®������� REvl�w pY� G�TY or- Z P TM 'goo" r ol 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 4�'-0» 58,-0,. L AREA LOT SPECIFIC nDCnTABLE Sheet Number Sheet Title Description TOTAL GO.01 Cover Sheet :CONDITIONED SPACE G0.02 General Notes CMU-BASE PLAN 1662 SF A1.11 1st Floor Plan 662 SF A2.01 Front Elevation & Details .NON -CONDITIONED SPACE CMU-COVERED LANAI 117 SF CMU-FRONT PORCH FM1 OR C1 OR C01 OR FM2 OR C2 OR CO2 25 SF CMU-GARAGE 463 SF A2.02 Side & Rear Elevations & Roof Plan E1.11 1st Floor Electrical Plan E1.12 P1.11 SO.OA S1.OA 1st Floor Electrical Plan Options 1st Floor Plumbing Plan 605 SF 2267 SF S1.1 A S1.2A S2.OA S3.OA S3.OB CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 Elevation Choices Florida Mediterranean (FM102) FirstFloor Plate Height Choices 9 —4 Plate Height Kitchen Layout Choices Layout 1 Laundry Layout Choices Layout 1 Additional Hose Bib Location Rear Exterior Irs oor Wall CMU Exterior Wall Garage Handing Garage Right Garage Water Heater Choices Electric Water Heater Garage to House Entry Stepped Entry Gathering oom Ceiling Choices Flat Ceiling Gathering Room Door Choices Sliding Glass Door Owner's Bath Layout Choices Owner's Bath Layout 1 Owner's Suite Ceiling Choices Flat Ceiling Covered Lanai Covered Patio Wind Speed Choices Wind Speed 140 High e ocl y Hurricane Zone Non High Velocity Hurricane Configuration Choices Configuration B LOT SPECIFIED PLAN INFORMATION Customer Name Market Home *, 6871-06601 Address 6353 BRADFORD WOODS DRIVE ZEPHRYHILLS IFL 133542 Community 6871 JOAKS OF PASCO 6871-06601 ---- O N O cV 0 U 0 Wo Itil 00 �o c� 0 Ul) o 00 Q Lf-) v� N U� ,d cn r� as N � PRODUCT MANAGER RELEASE DATE: XX XX XXXX WV# IMEWWDON PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET �a G0s01 13 Q 3 a 0 Z 0 CV O CD CD N O CV 0 0 W 0 a GENERAL NOTES GENERAL NOTES COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 DRYWALL — DO NOT SCALE DRAWINGS o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC �� " — 1 � 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 o 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. TM 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 MIN. ATTIC ACCESS SIZE IS TO BE 22"00" 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 .4 �_ . , � �.� TREATMENT SPACE1P.1te SITE ADDRESS — INSPECTION FOR TERMITES FIRE—RESISTANT CONSTRUCTION — 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 — �" 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 o 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 1h" 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 1h" 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 o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. 0 34"-38" ABOVE SLOPE PLANE MEMBERS 0 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 0 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 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 o 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 —SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. o 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 o FIXED AND OPERABLE PANELS IN DOORS o 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 � p g g 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 IN underlayment complying with ASTM D226 Type II and having a minimum tear strength in HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING KITCHENS, 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 C) o M co co n' W r� O Q � � o N a` U n Cr__4 ce) as c� 0 ono N 0 th Ite G c,t'im: O O .d 00 w O a, N Cn o � W o W PRODUCT MANAGER RELEASE DATE: XX /XX /Xxxx PROJECT TYPE Single Familyi SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET G0.02 1 l'-fl" 1 q'-qv 1 d'-Qk" FIRST FLOOR PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) TRIM BOARD MDF. SHELVE ER INTO SIDE! V MDF. BOI MDF. BOARD -(S) SECTION THRL) SECTION TMU SEAT DARD = BENCH ONLY (A) NOTE: I: BENCH, WAINSCOT & ' IF WALL WIDTH IS >3'-6" - ADD VERTICAL CUBBIES* (A,B&C) CUBBIES, MAINTAIN MIN. 2'-6" SEAT DROP ZONE DETAIL C It W J-U UK UKtAItK - AUU CUBBIES IES BOTH SIDES SCALE : 3/4" = 1' - 0" a 0 CV O N U' a 0 U 0 O m MO � l'J r4 OO M "� O 0 VJ � O O 00 cc\ Ln �-1 O -N N U `f' 03 _o c� N � tPuiteGroun- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Sineale Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A1.11 C5 cl- N O CV 2 G.D Of 0- CD U Q O O M /O � r4 � M vJ o 00 � d1 O 01 c� cr N as AL NPulteGroup- cn PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Familv SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2.01 ROOF PLAN SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) TRUSS BEARING 9'-4» _0 r0 8 -0 T.O. WDW CD OPT. STONE =� I I I I 00 I I I » FINISH FLOOR 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. SQ. FT. SQ. IN. 2267 326448 7.557 1088.160 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. OF SQ. FT. SQ, IN. LIN. FT. VENTS 3.023 435.264 4 4.534 652.896 106 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 E:IEOPT. GRIDS PEN [Elo ;COMMUNITY SPEC -co ----------- OPT. 4" BANDING 1> REAR ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) OiL TRUSS BEARING 9'-4" O 8 T.O. WDW o I I m 00 i-1 0'-0" FINISH FLOOR -------------- -0 a- ------ OPT. GRIDS PER - COMMUNITY SPEC OPT. 4" BANDING SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) TRUSS BEARING 9'-4» OIL e 8 -0 T.O. WDW o I I m 00 'dk 0'-0" FINISH FLOOR c5 N O N 2 CD r C) O U a w ` ( IWJ Q O n 0 1 r� Q� 0 j C� .00 � O '~ N U`Y' di cis TS o S 4-4 N � lkPulte(3,iirc3up- PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Single Familv SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2.02 3 0 0 U U w 0 w 0 N 0 N Ln 0 U 0 W 0 S d FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'—O" (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) II ELECTRICAL SYMBOLS II STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oci STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER #NP/WCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET (&DW DISHWASHER OUTLET (GFCI PROTECTED) fSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT Y PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT 0 LIGHT FIXTURE - LED DOWNUGHT -0 LIGHT FIXTURE / VAPOR PROOF L5 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 QS SMOKE DETECTOR E= EP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON Et METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT O -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 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 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L—2" PVC CONDUIT '' 1/Z PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM _�... 1_..II,. ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP MT COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL HOD 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS �-M-FL — I I 1#4 SERVICE GROUND _ CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE w ` C) O ( IWJ M MO t"J � o 00 � o v a` U `_4 � o ILI 0 rmmq r-1 N � ul Gs�zs PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Single Familv SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1.11 II I IflflTi7_l_T7T_1If � �. : a7i1 a _. i I 3 O 0 0 U -N W 0 O N N w CD 0 cV L 0 0 U 0 w 0 J d ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFC1110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER #NP/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. _____________________________________ N SWITCHED FLOOR OUTLET OPT ----------------------------------------------------___ OPT FLOOD LIGHT --- -__E�OOD LIGHT 220V STANDARD AFCI 220 OUTLET _ _ ®pyN DISHWASHER OUTLET (GFCI PROTECTED) — — — — — — — — — — — — — — _ _ s SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY 2'-'0" `2'-'0" 3'-Er2 OWNER'S SUITE LIGHT FIXTURE - CEILING MOUNT CAFE I "f' OPT. > OPT. ------ OPT. `, � LIGHT FIXTURE -WALL MOUNT 0_1 � ,-?`r ", � ,_, � Q " © LIGHT FIXTURE - PENDANT OPT. OPT. 3 -6 ; ' 3 -4� 3 - I ' 1 0 c^. ^> 1 N -0-pcLIGHT FIXTURE -PULL CORD COVERED LANAI OPT 1 i . N 1 R LIGHT FIXTURE -COACH LIGHT N- LIGHT FIXTURE - EXTERIOR WALL MOUNT R,� R 0 GATHERING OOM OPT. OPT. -- LIGHT FIXTURE -LED DOWNLIGHT "-____ LIGHT FIXTURE / VAPOR PROOF L MN _Y L��JOPT. OPT�P-11- 2 R [-------- IV � LIGHT FIXTURE /EXTERIOR FLOOD LIGHT 12 1'I 8,-6" OPT PH LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) J I I O EXHAUST FAN (EXTERIOR VENTED) -- OPT. FL .OUTLET O CAPPED PLATE <^^> I � I PT Ip o X7 r-I' 0 0 Ic LIGHT FIXTURE - 48" FLUORESCENT c > 0 0 J ^ ^ OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE N 'y O O PROVIDE FRAMING SUPPORT FOR FIXTURE �4 O ✓ N ;��T� i OPT. OPT. --'� ;1 0. BATH SO SMOKE DETECTOR �� ELECTRIC PANEL KITCHEN (AFCI PROTECTED) �� �R� SMOKE/CARBON I t I ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) 4'-6" 3'-5" 3'-5" ,-'� � EMERGENCY LIGHT THERMOSTAT 'il 'Offn '1d0 WIC -OPB PUSH BUTTON TELEVISION OUTLET SWITCH T TELEPHONE OUTLET 'id0 - iO/ �GFRBDISAL C�HS PROTECTED) DOOR BELL CHIMES BEDROOM 2 XO GARAGE OPENER DOOR C(a) WIFI HOTSPOT DATA/TV -- I MEDIA S MEDIA /SWP BOX DATA /TV OUTLET LAUN -------- R �\o ---------=7 ___= ELECTRIC MOUNTING HEIGHTS OPT. <✓" �`„>PT. I � � �I � ,� O 2'4 3'-6r2 3'-6r2 --------� 'L=======J STANDARD RECEPTACLES INTERIOR 18" AFF bg STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF OPT. DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78 AFF F_ _ BUILT-IN MICROWAVE 66" AFF I I NOTE: MOUNTING HEIGHTS ARE TO THE CENTER L--J 150 AMP 42 0 FOYER ------___ CIRCUIT MAIN O ;; METER CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT BATH 2 CD " 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM H PVC 1-1/0 COPPER 1-3/0 ALUMINUM OPT.[ 1 N I R ' OPT. I I � I I I � N I BEDROOM 3 PORCH — rl'-�" OPT. OPT, COACH UGHT �_11 -Y-----------------------------------------------------WP/GFCI IN SOFFIT IN SOFFIT _ ' WP/GFCI---------------------------------------------- ----------------------------------- FIRST FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-0" ON 11 x17 PAPER) ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT G T 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL HOD 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS L II II _ II — I 1 1#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE w ` Q O 1 r� c� O �-1 O v� Ur-+ 4 .o 0 N � tPulteGroup-, CJn 0 O r� Ln c'M Z L� M r--I OO QD w ic v � U � N � Q W v ic o O w w x � 1j) PRODUCT MANAGER IRELEASE I hATG. vv /vv /vvvv PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1.12 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY HB I CAFE OWNER'S SUITE I COVERED LANAI I o GATHERING ROOM o 10'-3" 21'-1"X0 0 '- II. ' 0 o ❑00 0E (D 0 -1 KITCHEN 0. BATH 19'-8" P WIC I I BEDROOM 2 I _ M I II II I II I 11 LAUN N I I I I II I it I I II NOTE: ALWAYS LOCATE L I 11 ' ' DRYER TO RIGHT WH I --------1 OF WASHER F- I L -- I J C❑ FOYER 3'-1� 3'-0� N Lij BAH 2 2 CAR GARAGE TIA BEDROOM 3 PORCH FIRST FLOOR PLUMBING PLAN SCALE 1/4" = 1'—O" (NOTE: SCALE 1/8" = 1'—O" ON 1107 PAPER) c3 a_ 0 N O CV cl- CD 0 U Q O M /O \' J � 00 O O 00 cc\ Q� �-1 O v� v U� m cq O� � w cz N � Pu teG roue- PRODUCT MANAGER I RELEASE I DATE: xx /xx /xxxx PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 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 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. 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 LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-10 140 MPH THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED N A ED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE "C" 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. o� 3 0 0 0 U U 0 [V O CV tfJ N O 0 w O a 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. FOUNDATION: FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY T THA THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. ALL FILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS 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. wmnrA1.»r0 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 FILL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER Y OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS 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 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTTC 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 (fm = 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 V. 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 34" 4-1/2' 11" #7 1 42" 5-1/4' 13" F. REINFORCING STEEL: m 1. A BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615 GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL WALL , 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: 3 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 2015 EDITION OF THE NDS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER 016" O.C. FOR WALLS 9'-5" OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 20 SPF OR SP NUMBER 2 OR BETTER @ 16' O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS 0 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 24 STUD WALL PROVIDE: (1) 2x4 KING STUD AND (1) 2x4 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH Y' 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. 13. ALL FASTENING SHALL FOLLOW TABLE R602.3(1) U.N.O. 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. I. ANCHORAGE: 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" hO.229" PLATE 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 TPER 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 `DTEN HD'PER FL PRODUCT APPROVAL #15730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE EWROMENTS, 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 S ' T- BE SUBSTITUTED FOR SIMPSON SET-XP'. PRODUCT APPROVAL #16230.1. SIMPSON A XP MAY 11 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 TTEN 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 SET"PER 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 SUBTITUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4" EMBEDMENT DEPTH AND 4"EDGE DISTANCE. b) 1/2" DIA. SIMPSON TTEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9. PRE -APPROVED SUBTTTUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2" DIA. SIMPSON 'TITEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2" DIA. F1554 GR. 36 AIR 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. 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. 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 12. 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. 13. BOLT HOLES SHALL BE 1/16" MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #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. 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-Y" FROM ANY EDGE FOR Y2 BOLTS AND 3-Y2 FOR %. AND r BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5" MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED " FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24 T0.16" . (SPACING0 B ) 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 r 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. 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 V OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN h' AND 1 Yz", GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 Y2", CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 257. OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS (1-3/8-FOR A 2X4 STUD OR 2-3/16"FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS (2-1/8-FOR A 2X4 STUD OR 3-5/16'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)-1/41-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"j'-SDS3 WITH (12)-1/4N3'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 TABOVE/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 UTTLIES 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, �{h" MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTMOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT WOULD NEED TO BE ATTACHED N PER MANUFACTURER SPECIFICATIONS. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS THE KAYCAN VINYL SOFFIT IS INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1 Roof Pressures Zone 1 Zone 2 Zone 3 14.7 -23.4 14.7 1 -40.8 14.7 1 -60.3 DESIGN PRESSURE CALCS a Comen Description Qnents , Zone �d+�E111 Pres Width (ft) a Height (ft) I 3Q Effective ASD�>< Positive Pressure Area (ft2) (psf) 16070 OHGD --- 16 7 112 22.5 3080 DOOR 4 3 8 24.0 24.3 6080 SG D 5 6 8 48.0 23.0 25SH 4 3 5.25 15.8 25.0 25SH (2) 4 6 5.25 31.5 23.9 25SH (2) END 5 6 5.25 31.5 23.9 4010 FIXED 4 4 1 4.0 25.6 26SH (2) 5 6 6 36.0 23.7 25SH (3) END 5 9 5.25 47.3 23.1 Wall Pressures Zone 4 25.6 1 -27.7 Negative W-1 -25.4 -26.4 -29.1 -27.1 -26.1 -30.8 -27.7 -30.3 -29.2 Zone 5 25.6 1 -34.3 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 = COMMON NAIL C.B. 10d = COMMON NAIL C.C. 12d = COMMON NAIL C.D. 16d = 0.135" x 3 1/2" GUN NAIL C.E. EN = EDGE NAILING C.F. FN = FIELD NAILING C.G. SN = SIDE NAILING C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = 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 C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA N BENJAMIN NIESE, PE P.E. # 86026 FLORIDA 10/5/20 DATE, %%titlltll / S � / 010NAL tllllii O O M co co r4 v00 � 00�0 di n� v� N di `Y' U M cz •� v 12 O �-+ N I� 1111[PulteGroup- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte lrof D. \ nl n\ l nA\ OQ1 n 1 nkA/f'`\ QIri^Ler%r% r +\ OP n f7%(1(1\ Ti+lo QIr%?I1,C17 \ I r%+c!'1n^*1T*nnIAIt-1 [7Ar:' AIAII" (1) #5 REBAR w/ 25" LAP U.N.O. CMU COL. PER 8" C.M.U. FINISH PER ELEV. PLAN OIL-0--o" FINISH GRADE MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS 9" STARTER L COURSE 14 ®2 STY ALT. CMU SEAT @ -1Y; *& EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB SCALE. 1/2'4-0 3/4' RECESS IN SLAB 10 1/2" FINISH FLOOR- 8" C.M.U. WALL FINISH PER ELEVATION SLOPE MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2'4-0 RECESS WITH PAVERS 2x AT 24"O.C. MAX. 2x P.T. PLAT SECURED TO SLAB wl 3' POWDER ACTUATED FASTENERS OR vk TAPCONS 0 16' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS 0 12' O.C. STEP PER PLAN SLOPE 1'- 0" 6 112" (1) #4 ROD CONT ON le CHAIRS UNO STEP CONDITION Fo8 THICKENED SLAB R GARAGE (NON -BEARING) SCALE. 1/2"=1'-C 8" C.M.U. FINISH PER ELEV. FINISH FLOOR CLEAN COMPACTED FILL - _01-011 I FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS PVC SLEEVE 1'-4" 2 STORY F1:3:BEARING PENETRATION DETAIL SCALE: 1/2*=1'-O M PAVERS OR SLAB PER- SLOPE SPEC. CONCRETE FOOTING PER PLAN PER PLAN SCALE: 1/2'4-0 3/4' RECESS IN SLAB — FINISH FLOOR— L L -4" 0 2 STORY RECESS WITH SLAB 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 0 16' D.C. OR (2) ROWS 12d GUN NAILS 0 12" D.C. START SLOPE HERE 2" " R � 0 ROWS 2d HERE_ SLOPE FLUSH CONDITION PENETRATING PVC SLEEVE #5 REBAR w/25" MIN LAP m C.D 8" C.M.U. WALL FINISH PER ELEVATION MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. CMU COL. PLAN CONCRETE FOOTING PER PLAN SCALE: 1/2'4-0 #5 REBAR w/25" MIN LAP ­3: LLJ CD CE3 (D 2-1/2' @ IMPACT (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS POURED CURB FINISH GRADE MONOLITHIC FOUND. w/(2) #4 DIA. RODS 0. CONT. ON CHAIRS _O l-e ��@2 STOR-Y EXT. MASONRY WALL@ GARAGE SCALE: 1/2*=I'-0 GROUT BE —\Jill DOOR D PAVERS PAVERS PER SPEC DOOR PER SPEC PAVERS PER (T[ (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS VARIES) F. 1 SLOPE SLOPE 0'-0" F.E. SLOPE 7/ PER PLAN 7 7. CIO CZ> III -III III_I1 MONOLITHIC FOUND. MONOLITHIC FOUND.—,--" l'-4" 0 2-STORY wA2) #4 DIA. RODS w/(2) #4 DIA. RODS CONT. ON CHAIRS l'-4" • 2-STORY CONT. ON CHAIRS EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) SCALE: 1/2*=I'-0 SCALE: 1/2'=1'-0 (1) #4 ROD CONT. ON 2x AT 24"O.C. MAX. CHAIRS TYPICAL 3 1/2" CONIC. FINISH GRADE SLAB SLOPE 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 THICKENED SLAB EDGE PAVER AT CON DOOR PER SPEC DOOR THRESHOLD PLAN SALT. BRICK PER PLAN THRESHOLD OIL /1"00 00 I i l-I I I_I_I 1-'' ' n 3 a MONOLITHIC FOUND. W/ (2) #4 DIA. RODS -0" CONT. ON CHAIRS III ALT. FLUSH BRICK r-,r • 2 STOTY THRESHOLD EXTERIOR DOOR SILL (@ ENTRY (Concrete) PAVERS TYP. —#4 BAR CONT. COMPACTED FILL GRADE BEAM SCALE: 1/2'=I'-0 CORNER BAR WITH 25" VERTICAL DOWEL MIN. LAP SPLICE EACH AS REQ'D IN PLANSIDE. SAME SIZE AS CONT. FOOTING STEEL NUMBER OF CORNER ALTERNATE TO CORNER SPUCE: PROVIDE CONT, STEEL REINF. BARS BENT BARS EQUALS NUMBER OF CONT. BARS AT CORNERS TO COMPLY TENT OF THE WITH THE IN BUILDING CODE. NUMBER OF REBAR 25" MIN. PER PLAN LAP SPLICE F�12 REINF. PLACEMENT AT FTG. CORNERS SCALE: 1/2-4-0 SCALE: 1/2"=1'-0 (1) #4 REINFORCMENT -7 SEE FOUNDATION PLAN BAR CONT. CONIC. PER SCHEDULE uj uj SLOPE TO DRAIN SHOWER RECESS SCALE: 1/2'=I'-0 C,O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E.#86025 FLORIDA 10/5/20 DATE N No. 8 s 40 C) C? 00 .7.4 o VJ C:) N 4j C14 U ce) • (u 4_0 N I� A, th It e G rou pr PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte D. 01 0\ 1 OA 0Q1 n (-'I k rN A 1 n IAI(-%- DI., I.4. r) Q 1 n C; 0 0 To[ 4. 1 en' D I e% e% Le e% I ON 4Q r% *1 fol r) A R t4 C- A C- At A I t-4 c I a 3 d V) 0 0 0 N 0 N L 0 CD w O a F03C-0" 12'-0" 51.0 24"x24"x12" CONIC FTG w/ #4 I REBAR @ 6" O.C. EA WAY 2'-3 1 /2" 8" 40'-0" 7,—On VERIFY M.O. 27'-0" " 41-7" 81' 7'-0" 8" 3'-5 1 /2" F12 VERIFY M.O. _ F11 .t S1.0 0 VARIES 0 -On F01 5070 J w/OPT. SCREEN S1.0 o ENCLOSURE _ 1'-0 1 /2" I 8" 9'-8" 8" \ SOLID POUR ; 2 SOLID POUR N VERIFY M 0. S.C. ... • • I F01 0 lco S1.0 o 3'-01/2" 9" I � F07 I I o � z� `." I -5 1 2 LL-- L w 0'-O" S.C. c"jF26 I S1.0 c I I I. I in S.C. 0 I . oo Ln o REFER TO ARCHITECTURE FOR co ACTUAL WALL LOCATION F08 0 i S1.0 cr Ui REFER TO ARCHITECTURE FOR ACTUAL WALL LOCATION FOS o VARIES S1.0 c I > S.C. CV Tj CV \ C14 �-- START SLOPE HERE M REFER TO DETAIL FOR I FLUSH ENTRY CONDITION I 20'-9n ��, FO8 �VARIES S1.0 oo S. C. S. C. cn I o I w a loo CD F04 S1.0 F07 SOLID POUR y SOLID POUR oo I S.C. 4 S.C. 7 1 /2" N] d- 7 1/2n Ln 3' - 4" 14 FO6 �' VERIFY o M.O. -' I d F04 S1.0 F01 F01 6s - N ••• S1.0 1• s1.o • . —.. . .. L � o VERIFY M.O. o N _I _I N VERIFY M.O. 2'-10" 8" 7'-0" 14'-0" FOUNDATION PLAN SCALE: 1 /4"=1'-O" 1'-8 1 /2" 2'-10" 8" 16,-8" 4'-7" 21'-5" 40'-0" 1'-8 1 /2" LEGEND SYMBOLS 8x8 FILLED CELL W/ #5 REBAR FEF21 8x8 FILLED CELL W/ (2)#5 REBAR ® INSIDE FACE ❑O 8x8 FILLED CELL W/ NO REBAR REQUIRED Flu-] 45' CMU - FILL CELLS W/ 15 REBAR 12xi2 FILLED CELL W/ (4)-#5 REBAR EL ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" XX DETAIL INDICATOR FLOOR SLAB NOTES: 3 1/2" 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6" AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN "L" SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36" (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12' (305mm) APART, WITH THE FIRST BAR PLACED 2" (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS CL 0 cV O CV c� Of a 0 U 0 C.O.A.# ARCHITECTURE: AA26002802 C.Q.A.# ENGINEERING: 29349 Cl THOMAS A. WEBER, PE P.E. # 73242 FLORIDA N BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/5/20 DATE%%jiii! 11 ! .... 14 Q. 86Q2 r 7� ATE OF 1 �llllliix 00 co� i r--4 v °O 41 • *i O 0 00 n� ;-4 O v CN U `Y' Cc) CIS 4 •O 0 r"� ct5 N C) pulte PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Sin le Famil SPECIFICATION LEVEL --j Pulte WALL 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 #5 REBAR AT I BOTTOM OF LINTEL CAVITY F16-18/1 T LL QUANTITY OF 15 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D < 1-1/2" CLEAR CMU 0o Z C.GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY 7_5 8" BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH LEGEND DETAIL INDICATOR XX XXX 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 3'-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. C.O.A.# ARCHITECTURE: AA26002802 C.Q.A.# ENGINEERING: 29349 11 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA N BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/5/20 DATE tilit ! O cl) C? 00 •� O r ^ vJ O � O 00 n� �-I O 4� a� U `Y' M O bIJ N � AL 19% Ite G rou, io,-' PRODUCT MANAGER I RELEASE I DATE: xx /xx /xxxx PROJECT TYPE I Sinele Family SPECIFICA-HON LEVEL I Pulte PLAN NAME NPC CHILD NUMBER 1• -- 2810.500 �F f r� sTAT �At SHEET 3 Q O N N 0 a� 0 U U O N O N 0 0 w 0CL 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 2%; 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. 8) 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 LTA DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURERS PROFESSIONAL ENGINEER. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 D THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/5/20 DATE�%JlllltiE ` o. 86E12r '0 TATE a`` .•���`,,, IN111111V1 u O O ell MO 00 C'+7 � O v, O 00 �-I O UM e-1 di M c� O N as tPulterWroup- RODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE P SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET S3.1 2x BLOCKING AT SHEATHING EDGES NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER DRAWINGS FOR ` CONTINUOUS STRUCTURAL SHEATHING SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING SEE PLAN AND DETAILS FOR DETAIL AT RAISED HEEL ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA SEE ARCH. DRAWINGS v - SHEATHING PER PLAN BOND BEAM PER PLAN (_ R01 ROOF TRUSS ON MASONRY STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN AND SCHEDULE SHEATHING PER PLAN R08B WALL�BRAOIN�GA_TBEARING X = 10% HOUSE WIDTH C x 02 x X Ox 2 7r RIDGE X OO GABLE END x BOSTON HIP XL\ "X" = 10% HOUSE WIDTH O1 �2 3 Fq— RIDGE Di GABLE END GABLE X�,I, 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS _ OR _ 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) 10d -SHEATHING PER _ OR — PLAN. 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. ona VALLEY SET OVER FRAME Ilvv 1'M PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24" O.C. 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. SHEATHING PER ARCH tx4 FURRING AT INSTALLED PER MANUF. MAX. 16" O.C. w/ 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" (3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). sot EXTERIOR CEILING FURRING 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 SCALE: N.T.S. "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 "X" = 10% OF HOUSE WIDTH 7 <o IDGE 0 HIP 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 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 4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE, SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP z NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" STRUCTURAL SHEATHING (EMI I ANCHOR BOLTS AT 4'-O" O.C. MAX. w/2"d' PL. SEE PLAN FOR ATTACHMENT �+ �+ WASHERS AND 7" EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF @ 16" O.C. TRUSS w/ 12d's AT 4" O.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE / CONT. 2x4 PLAN AND DETAIL. 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 x FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. / BRACE SPLICE SHOWN FIELD NAILING PER PLAN 2 4 BLOCKING AT 48" 0 C -' 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. NOTES: 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 R11 "ROOF SHEATHING ATTACHMENT DIAGRAM Cn 3 0 0 p 0 U O N O N 0 0 W 0 x .. \ / 3 TRUSS BAYS FRAMING 2x6 NAILED 0 BOTTOM W COD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09qAWLE_RN�DT_MU$_SBWAC�lNG DETAIL GABLE END 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 SHEATHING PER 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 8'-0" BACK FROM GABLE TRUSS. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND ® 32" MAX. SPACING -- IF LENGTH IS LESS THAN 4'-0" USE 20 "L" BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 "L" BACKS. NAIL "L" BACKS w/12d 012"O.C.(NOTCHED @ TOP w/2-12d TOENAILS "L" BACK -EXTEND 6" PAST LOWER ROOF SHEATHING R09nVARTIAL GABLE END TRUSS DETAIL PARAl_ GABLE (8) 10d NAILS EACH `. SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER -OR- PLAN. (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. 2x4 BLOCKING AT 2'-0" — D.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" MAX. GAP FROM TOP OF 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING FOR VERT. REINF. WALL �BRCING AT NON -BEARING EXTERIOR WALL R O 7 N.T.S 2x4 PURLIN 0 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. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING STRUCTURAL SHEATHING PER PLAN AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE TOP CHORD w/ (2)-16d NAILS AT 24" O.C. SIDE OF BLOCKING. CONT. 2x4 w/ (2) 12d NAILS STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. TRUSS ANCHOR 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "L" BACK. SEE CONN. CHART BOND BEAM PER PLA 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 20 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). FASCIA 2x SHTG. J. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 20 SEE ARCH. BLOCKING "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS DRAWINGS 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 8" CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED ^L AI I TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. — 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS TO BLOCKING AND TO THE "L" BACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND THE REMAINDER AT 48" O.C. DIAGONALS OVER 8'-0" MUST HAVE AN ADDITIONAL "T" BRACE ATTACHED TO THE NARROW EDGE w/ /12d's AT 6" O.C.. "T" BRACE LENGTH TO BE THE DIAGONAL'S LENGTH MINUS 12" FROM EACH END. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN R09B �UTCH HIP GABLE TRUSS BRACING DETAIL BOSTON HIP ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. CMU WALL (4) 1/4" 0 c 2-1/4" MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 COND110NS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. EACH MISSED L 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. OCAl10N. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. R13 MISSED TRUSS STRAP REPAIR R013 (TYPICAL CMU WALL CONNECTION) C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 El THOMAS A. WEBER, PE F.E. # 73242 FLORIDA 8 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/5/20 DAi``,,��ttff[ r No. 02 o . E OF lrrrr 0filiNA4 w ` C) O ( IWJ co co � o0 -N •� O 0 r) V� O 00 "Rdq Q Cr ;-I O Q) O-N U m r di M cz i-i ro O � w 0 b�D 5 N � PRODUCT MANAGER IRELEASE I nAW. vv /vv /vvvv PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte o, 3 m 0 0 U U 0 CV 0 N �17 0 0 w 0 a ° ° ° °o o° ° ° °---NOTE: ° ° ° ° ° ° ° ° ° ° SHEATHING PROVIDE BLOCKING EDGES. AT ALL ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° AIL 12' IN o ° ° SPACING AT FIELD o ° ° ° o o ° ol EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16 SHEATHING U 3 O.C. 3 O.C. 12 O.C. ALL EDGES CIAIr'_1 C AI All CnP-17'01711 A PIAI/- 1 /2" r)t-%l 1DI C AI All CnP-C! CAD A /'►IAIn- --2x4 BLOCKING STUD SPACING PER PLA NAILING STRUCTURAL SHEATHING PER PLAN— SHEATHING SPLICE -SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING ,TYPICAL SHEATHING DETAIL ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL SILICONE SEALANT FINISH PER ELEAVATION WOOD BUCK ATTACHMENT: 1x- CUSTOM PT BUCK TO MASONRY. MATCH FRAME WIDTH, ATTACH w/"T" NAILS @4" FROM ENDS AND 12" O.C. REMAINDER. ATTACH WINDO THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL ALTERNATE: TYPICAL WINDOW ATTACHMENT DETAIL WOOD BUCK ATTACHMENT: 2x- OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS <2 1/4" 1/4"Ox4" TAPCONS @44" FROM ENDS AND 12" O.C. REMAINDER. w/1 1/4" EMBEDMENT ALTERNATE: ATTACH DOOR PER Ix uniuM rI IiuuK IU MAJUNKT, FLORIDA PRODUCT MATCH FRAME WIDTH, ATTACH w/"T" APPROVAL NAILS 54" FROM ENDS AND 12" O.C. -lo . ?*_'� REMAINDER. ATTACH DOOR THRU BUCK BRICK MOULD INTO MASONRY PER FLORIDA PRODUCT FINISH PER ELEAVATION APPROVAL TYPICAL DOOR ATTACHMENT DETAIL EXTERIOR CONCAALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS, EXTERIOR CONC.WALL - 1/4" DRIVE-IN ANCHOR GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS.-, L2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2"x6" "L" BOLTS OR A" SIMPSON TITEN HD'S w/ 2" WASHERS AT 24" O.C. & WITHIN 6" OF TOP AND BOTTOM. OR (2) ROWS OF 1/4"x3" MASONRY SCREWS 0 12" O.C. STAGGER ROWS 6' FRAME TO BUCK TO MASONRY a' rJ —ILLU 1/2' x 2 1/4" HILTI SLEEVE ANCHOR OR EQUAL. MIN. 1 1/2' EMBED INTO MASONRY. (1) PER BRACKET FRAME TO MASONRY W16 TYPICAL GARAGE DOOR ATTACHMENT DETAIL QUEADIAIAI I I ATEDAI EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" MIN Eld 3" O.C. 3" O.C. 12" O.C. ALL SHEATHING EDGES STRUCTURAL SHEATHING NAIL SPACING @ 12" IN FIELD W02 )GABLE END SHEATHING DETAIL ILU STRUCTURAL SHEATHING. REFER TO STRUCTURAL rl lrrT(` rnn AI All IAI(' "_ INSULATION AS PER SPECS. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. ROOF SHINGLE (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS A REFER TO PLAN FASCIA PER COMMUNITY SPEC SOFFIT & OVERHANG PER SPECIFICATIONS BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS 0'-0„ FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. TYP. 1-STORY WALL SECTION STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. INTERIOR STRAP INSIDE FACE OF WALL PER - W10 WHEN TRUSS STRAPS INSTALLED ON INSIDE (NON -SHEATHED) FACE OF WALL - EDGE NAIL SHEATHING MTS16 FROM EA. TRUSS TO HDR. SIMPSON H2.5A TOP &BOTTOM OF PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'D, OPENING FRAMING (JACK STUDS ONLY) PLATE TO BE SPLICED OVER A STUD, STRAPPING AT INTERIOR PROVIDE 48' LAP SPLICE w/ (3) 10d FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES DBL 2X TOP PLATE. BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 16" O.C. PLATE TO BE SPLICED OVER A STUD. PROVIDE 48' LAP SPLICE w/ (3) 10d L COMMON NAILS AT ENDS. NAIL PLATES HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO CONT. w/ 10d COMMONS AT 16" O.C. MIN. MOTIONAL JACK STUD HEADER (MIN. 3 EA, PLY) AND CONNECTORS (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM - (1) SIMPSON LSTA18 AT 3' O.C. ALL AROUND HEADER CENTER ON HEADER. OPENING CONNECT WALLS PER W10 DETAIL �— STRUCTURAL SHEATHING PER PLAN INTERIOR NON -SHEATHED WALLS (ON OPPOSITE SIDE OF WALL) DOUBLE SILL AS REQ. FOR Zx STUDS AT 16° O.C. SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. �� -- SHEATHING PER PLAN ®EXTERIOR I I I I WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) EDGE NAIL SHEATHING I I I I (1) SP4 TO KING & JACK STUD U.N.O.- PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN II II _11_�I_ < NOTE: FOR EXTERIOR BEARING WALLS ONLY lAft) YPICAL FRAMED BEARING WALL V v vv iLM INSULATION AS PER SPECS. PRE-ENGINEERED ROOF 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 SEE STRUCT. DETAILS FOR VARIATIONS O,-O" OL FINISHED GRADE ln" I AD (TVDir'AI MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W31 IY�_� 1-STORY WALL SECTION REBAR, CONT. IN c ID BEAM D BEAM PER PLAN REBAR VERTICAL PED 25" MIN. U.N.O. REBAR VERTICAL IN ID FILLED CELLS, PLAN). REBAR VERTICAL PIED 25" MIN. U.N.O. i° CLEAN OUT AT ALL ED CELLS. FOUNDATION PLAN DETAILS FOR FOOTING (FORCING. TRUSS BOTTOM CHORD PER MANUF. M 24" O.C. 'A I `- EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM OF HEADER PER PLAN - _- _ - HEADER PER PLAN, (2) PLY MIN, ADD JACKAING 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 II II II II II II II II II II INTERIOR BEARING NOTE: TYPICAL FOR WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING 0 0 CD N 0 c� PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING TYPE A 8" LINTEL 8" TYPE B 8" TYPE C 12" TYPE B 12" TYPE C 14" TYPE B** 14" TYPE C** 16" TYPE B 16" TYPE C 20" TYPE B 20" TYPE C 24" TYPE B 24" TYPE C 28" TYPE B 28" TYPE C 32" TYPE B 32" TYPE C 2'10" V 6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 T 6" 2' 2" 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 4706 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 6' 6" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 1 7590 7'6" 6' 2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 8'4" 7'0" 488 699 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" 10,01, 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12'0" 1018.1 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 12'6" 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 1 1075 1428 1838 2316 2883 14'0" 12'8" 239 424 706 N/A 1002 1 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" 14'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 17'4" 16'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 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" 18.81, 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 Type 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 1 U LAF I IF Il✓AL/ W19jYP_CAL FILLED CELL DETAIL C.O.A.# ARCHITECTURE: AA26002802 w ` [ IWJ O O M i v� c-_1 M O 0 �00 _v ^�I H Lf') O va-, v4 Ud m `Y' M cl:� •O N as *PulteGrout PRODUCT MANAGER RELEASE DATE: XX XX XXXX C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Famfl F 1 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA v BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 10/5/20 DATE \,%%1 fill, PLAN NAME Cedar NPC CHILD NUMBER 2 2810.500 ATE OF .2 faNCA A� t� ._ _..�' h6 -,.i .1 a ^r.R�„� _ ..-..._ ,: -—.,.�-_- _ _ _._ __ � ��. .= m_� _. .. T-:::-�-,'•��e.=- - - �. Ia�,..,.., .. -,.'F- w.. .�...r "...�'�^' . .. _ Rom_". _. 'I _'� .. - - - _ - � -- _— _ �. r.,.. ,.�.. - ,_ ,. .�_Tir q..-,.. �,.-.s.h� ...�� ,r-. _. — _ -- .�"' .�..,.,�, � .. �._._ _... ,.=nl. , u,.. _ ..,:,�r... ....,_,.. ...__� _ _ _..,. _ . _ .. _. .. _.. _ r .I1�.. I. IY ,�. �9. ....n�F'4'.!—r"" ,....rt—'—"". �. Ym?�Ia.. ., � *"'("'. i -1� ..: �".'1f.-. Tl� � - I—^�,---ar^� , � � r .._, u