The URL can be used to link to this page

Home My WebLink About6190 Bradford Woods DrALL WORK SHALL CONAPLY WITH PREVAILING CODES FLORIDA &t.i,LDING CODE, NATIONAL FLi«.CTRIC CODE, AND THE CITE` ;.1 • "E.PP iYRH ILLS ORDINANCES REVIEW DATE.,,-MA1' 0 1 CITY OF ZEPHYRPII PLAN EXAMINER GENERAL NOTES - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL -2017 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB f WIDTH DEPTH 40'-0" 64'-8" LOT SPECIFIC AREA TABLE Description TOTAL :CONDITIONED SPACE CMU-1ST FLOOR BASE PLAN 1651 SF CMU-2ND FLOOR BASE PLAN 1243 SF 2894 SF :NON -CONDITIONED SPACE CMU-COVERED LANAI 260 SF CMU-FRONT PORCH ELEV CO2 100 SF CMU-GARAGE 2 CAR 416 SF 776 SF 3670 SF LOT SPECIFIC OPTION SELECTIONS onTi urauon c:noices hitestone first Floor Plate Height Choices —4 Plate Height levation Choices oastal CO2 4B I c enlay—outoices andard Kitchen a ou aundry Layout Choices sundry Room Layout 1 No ink erior First Floor Wall Choices MU Exterior Wall error Second Floor Wall x4 Exterior Wall dditional Hose Bib Location ear ex Room Ceiling Choices at Ceiling ex Room Choices ex Room ex Room Door Choices enin arage Bay Choices Front Load ara a an in e ara e Water Heater Choices Water Heater V ara e o House n Choices n wner's Bath Layout Choices a —in ower sed wrier s Suite Ceilino Choices at Ceiling ear ving AreaKitchen hoices utdoor Kitchen overed Lanai overed Lanai ath 2 Shower Choices ub Shower Combination ath 4 Choices ath 4 a erinRoom Ceiling ChoicesFlat Ceiling a erinq Room Door Choices Pocket Slidina Glass Door SHEET LIST TABLE sheet Number Sheet Title 0.01 Cover Sheet 0.02 General Notes 1.11 1 st Floor Plan 1.21 2nd Floor Plan 2.01 Front Elevation & Details 2.02 Side & Rear Elevations & Roof 1.11 1 st Floor Electrical Plan 1.12 1 st Floor Electrical Options 1.21 2nd Floor Electrical Plan 1.22 2nd Floor Electrical Options 1.11 1 st Floor Plumbing Plan 1.21 2nd Floor Plumbing Plan 0.1 Cover Sheet 1.0 Foundation Details 1.1 Foundation Plan 2.1 Wall Base Plan 2.2 2nd Floor Wall Plan 3.1 Framing Plan 3.2 Framing Plan High Roof 4.1 Roof Details 4.2 Wall Details 4.2.1 Wall Details 4.3 IFloor details Plan u o t ) �00 c� o .o 0 00 A� 4� a� U c� 0 r cf N as *PulteGroup- O O i M 00 O N o W � o W x UU PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Single Family SPECIFICA Pute TION LEVEL I PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET GO.01 GENERAL NOTES GENERAL NOTES VENTILATION / ATTIC ACCESS — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — DO NOT SCALE DRAWINGS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES VENTS ONLY PER R806.2 — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 DRYWALL — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC — %" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS TERMITE PROTECTION LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING ACCESSIBILITY — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR TM [Pultebroup SHALL BE ISSUED TO THE BUILDING DEPARTMENT — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER TREATMENT THAN 30 SF o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS — INSPECTION FOR TERMITES o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF REQUIREMENT. o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS THE ROOF FRAMING MEMBERS o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES o MIN. ATTIC ACCESS SIZE IS TO BE 22"x30" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC POCKET DOOR SPACE SITE ADDRESS FIRE—RESISTANT CONSTRUCTION — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY EXTERIOR THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR — WATER RESISTANCE A 20—MIN. FIRE —RATED DOOR GUARDS AND WINDOW FALL PROTECTION o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS — 1h" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE GRADE WITHIN 24" HORIZONTALLY OR A.F.F. ( ) OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — GUARDS SHALL BE MIN. 36" CEILING WITHOUT HABITABLE ROOMS ABOVE ■ THIS IS NOT REQUIRED OVER CMU — 5/8 TYPE X GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE — FLASHING OF THE STAIRS o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER — 1h„ GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4' SPHERE R703.4 — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED — EXTERIOR PLASTER — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 OR ASTM SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS STAIRS C1787 AND R703.7 — MIN. CLEAR WIDTH 36" — LATH WINDOWS/DOORS o HANDRAILS SHALL NOT PROJECT MORE THAN 4 %" ON EITHER SIDE OF THE STAIRWAY o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — MIN. HEADROOM 6'-8" OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 X" LONG, 11 GAGE NAILS HAVING — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 —MAX. RISE 7-3/4" A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS — MIN. TREAD DEPTH 10" o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND — HANDRAILS MIN. 20" D 0 WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), o 34"-38" ABOVE SLOPE PLANE corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE THAN FOUR RISERS with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 PATH WITHOUT GOING THROUGH A GARAGE o 1 YV-2" GRIP SIZE OR GRASPABLE FINGER RECESS inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. o MIN. HEIGHT 78" ELECTRICAL — SIDING o FINISHED FLOOR SHALL BE MAX. 1 1/2" BELOW TOP OF THRESHOLD — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS o IN EACH SLEEPING ROOM — MASONRY — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 o OUTSIDE EACH SLEEPING ROOM o BRICK IS TO BE INSTALLED PER R703.8 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o ON EACH ADDITIONAL STORY o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 o FIXED AND OPERABLE PANELS IN DOORS o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED SHOWER ROOFING POSITION — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER — UNDERLAYMENT R905.1.1 underlayment for asphalt, metal, mineral surfaced, slate and slate —type roof ■ GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS coverings. POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS o Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate o WINDOWS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED and slate —type shingles, and metal roof panels shall comply with one of the following methods: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE ■ A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR over the entire roof. • WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM • BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED D1970 or a minimum 3-3/4 — inch wide strip of self —adhering flexible flashing tape . THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI complying with AAMA 711, applied over all joints in the roof decking. A felt underlayment AND CIRCUIT BREAKERS OR RECEPTACLES complying with ASTM D226 Type Il, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN underloyment meeting the performance requirements specified, is required to be applied over KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS the FBCR for fastener type and spacing). o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND vi Z ■ Two layers of felt underlayment comply ASTM D226 Type II or ASTM 4869 Type III or IV, or WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT two layers of a synthetic underlayment meeting the performance requirements specified, SURFACE — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE lapped and fastened as specified. ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING CN — FLASHING R903.2 WET AREAS FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o 0 o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT shall be installed in a manner that prevents moisture from entering the wall and roof through TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS s joints in copings, through moisture permeable materials and at intersections with parapet walls and LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. other penetrations through the roof plane. N SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED —ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 WOOD — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD —METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 INSULATION o J a Cf) W W c� �o A� V� 7Z � w oA N � *PulteGroup- RODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Single Family P SPECIFlCATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET GO):.0:2] Lf co W M 0 � O O O V o c� 4.4 N � *PultoGroup- => L M 00 o N � � o 0 PRODUCT MANAGER RELEASE XX/XX/XXXX PROJECT TYPE n. 1 T SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.11 \ LEGEND MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" �c DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4�F DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2' U.N.O. 12T CEILING TRAYS ARE TO BE RECESSED INTO THE TRAY UP TRUSSES 12" U.N.D. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -20 WALLS ARE DRAWN 3 1/2' THICK -2x6 WALLS ARE DRAWN 5 1/2" THICK -8" BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING FURRING '-8 4" ZN I ""3 USS 40' - 0' �� 19'-2" 2'-0" 5-3 1/2" 13'-61/2" 8'-0" 5-11 1/2" 7'-10 1/2" 11'-4' N I CID HANDRAIL I i I 1 I 1 I I I I I I 1 I I 1 1 1 I I 1 1 I 1 1 1 I I 1 1 1 1 1 I I I 1 1 I 1 1 1 I I 1 1 I 1 1 1 1 I = N I 1 I I i 1 I I 1 I 1 1 i 1 D7—D" lik La CV — — — — O LO 11'-11 1/2" 42" KNEEWALL -�� M L = OPT. OPEN RAIL TBR �o = 11 I BEDROOM 2 N C BATH 2 N cn TR , O M LOFT 0-3 STAIR CALCS. N 2-0 1/2' 3'-5 1/2" Ln ��NG N FLOOR TO FLOOR HT. 10 -8 3/4 o �' "' I I SWrnE 6 RISERS 17 ® t7 9/16" TREAD 17 0 10 L'— — --JAm 1R1S NOSING 1 ;2co o _ T 1R1S �6 HANDRAIL 3'-0' 3'-11" 4'-10' 5-3" 5-3 1/2" 14'-5" 1'-5 1/2" N GRASPABLE 1-1/2" MIN 1 1/2" MIN. HANDRAIL; 1 RETURN 1/4" MIN TO HANDRAIL ' �' BEDROOM 3 0 -' 1-1/2" MAX 10 DIAMETER ' �' INTO 1X PLANBACKER WIC = BD. � " = SECTION 00 BATH BEDROOM 4 � . STAIR DIAGRAM aTP„ - - 3r 1 1 � i log ' 2030 FIXED(TEMP) 30 SH* 30 SH* TREAD WIC i _ 41 2" 1" NOSING 1R1S '� 3050 SH* 3050 SH* 10'-O" 10'-0" 3'-0" 3'-011 4'-1" 5-10' 4'-1' 20'-011 6'-0" 14'-0' 40'-0" SECOND FLOOR PLAN SCALE 1/4' = l'-0" (NOTE: SCALE 1/8' = 1'-O" ON 11x17 PAPER) 5 F4 O N a 0 U t"/ c-� 00 M O 0 VJ . O o A� 1~ � �MM Ulu 1" cis Clip) N 4-A � *PulteGroup- PRODUCT MANAGER RELEASE DATE: XX /xx /xxxx PROJECT TYPE Sinkle Fani lv SPECIACATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1,21 I 00^ M 13 4" U. f-4 " %I %F r* TRUSS BEARING 'RF cn 9 pn 0000 1-0 " 8 T.O. WDW d- M c 6 I � Qi O I 5/4' N FRONT ELEVATION SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 1107 PAPER) 7 5-1/2'X5-1 FOAM BRAC COLUMN DETAIL ElSCALE 1/2' = 1'-0' F G 5/4'0' SMOOTH TRIM MATERIAL 5/4'x4' SMOOTH TRIM MATERIAL 7[[F 5/4'x4" SMOOTH TRIM MATERIAL TYP. FRAME HEADER/ SILL DTL. SCALE: 1/2' = 1'-O' IKIM MAIGCIAL FRAME FRIEZE BANDING DTL SCALE: 1/2' = 1'-O' u Is C CMU HEADER DTL SCALE: 1/2' = 1'-C CMU SILL DETAIL SCALE: 1/27 = 1'-O' SMOOTH PANEL SIDING 1'-4" 2' B&B 0 16' O.C. GABLE DETAIL SCALE: 1/2' = 1'-0' SCALE 1' = 1'4 5/44" SMOOTH ZRIM MATERIAL N O N F- C.� d 0 C) co �r4 M 0 uo) � O O 00 A� iH �MM N U cz r"' c� w o ob '2 cz Cl N � lilPultoGroup- RODUCT MANAGER RELEASE DATE: XX /XX /XXXX SPECIFICATION LEVEL Pt lte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2,01 .0-j SIDE ELEVATION SCALE 1 /8" = 1'—O" (NOTE: SCALE 1/16" = 1'-0" ON 11 x17 PAPER) .0-j -ATTIC VENTILATION ZONE 3- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SO. FT. SQ. IN. SQ. FT. SQ. IN. 100 14400 0.333 48.000 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS OF SQ. FL SQ. IN. LIN. FT. 0 0 0 0.333 48.000 8 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SO. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY -ATTIC VENTILATION ZONE 2- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SO. FT. SQ. IN. 1072 154368 3.573 514.560 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. #TS SQ. FT. SQ. IN. LIN. FT. 1.429 205.824 2 2.144 308.736 50 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 '�11r��1i�11•'I•`1•:3;ie�a�lll��, 1� : ` M 11�i �� !]ice N��:1! 1��i�•il�., • ��i■Lti� �� -ATTIC VENTILATION ZONE 1- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN, 1255 180720 4.183 602.400 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. # OF SQ. FT. SQ. IN. LIN. FT. 1.673 240.960 2 2.510 361.440 59 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 COIIIIUNTY SPEC (+1/n. W. REAR ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'—O" ON 11x17 PAPER) DE ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'—O" ON 11x17 PAPER) U a N O N F= ! t'J M O 0 uo) � O coo `ON A� 45 VPEI r"' c� w 0 Nm� *PulteGroup- PLI o o o 00 "3. U-) * !� Z cu 0 � H Q N Qj A W > cn alo � W o P4 cp c Q PRODUCT MANAGER RELEASE DATE: XX Ax /xxxx PROJECT TYPE ^. 7 T1 SPECIFICATION LEVEL Pi lte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2,02 FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) ELECTRICAL SYMBOLS 11 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) f—1 STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) ([�IFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OP/(Fq STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 220V STANDARD AFCI 220 OUTLET ®UW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -<>PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT �-- LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT -- LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) Q 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 OEP ELECTRIC PANEL PROTECTED) ® SMOKE/CARBON � ELECTRIC METER SMOKE/CARBON MONOXIDE COMBO IS DISCONNECT DETECTOR (AFCl PROTECTED) EMERGENCY LIGHT -SPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH CHT TELEPHONE OUTLET /O/ GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT ig OPENER DATA/TV MEDIA /SWP BOX DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18' AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L—2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM I I F ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT 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'm am _ I 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE cf) W w c� A01N U� c�S c� 0 ob .2 to N C) *PulteGroup- 00 U � � W � W o o vs x PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME %Utestone NPC CHILD NUMBER 2117.501 SHEET E1.11 - - - - - - - - - - - - - - - - - - - - - - - - - - i COVERED LANAI - 1 I WT TO SWITCHED GFCI'S ABOVE IN SOFFIT COACH LIGHT FIRST FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) OPT LIGHT gt-n" TRACK, FROM BOTTOM PLATE•TO TOP PLATE, TYP. VI\W BLOCKED METAL STUDS TOP OF 1 STACKED METAL STUD, TYP. 0 •. 1/1 1 i ACKED 0,0,0 • STUDS,AL WOOD BLOCKING INSIDE 1 METAL TRACK, FROM -0 BOTTOM / 1• PLATE Pd. Ole. 900, poloo 900. olo. 00. ' 0 041, 10, 110V DUPLEX 1 1 , 1 it /UTLET 1 1 r . 1 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACEI�T� TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING AI ELECTRICAL SYMBOLS 11 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) 09c, STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OP/(Fq STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. BE SWITCHED FLOOR OUTLET 220V STANDARD AFCI 220 OUTLET ®0W DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY 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 -(R,r LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF T� LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) Q CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS SMOKE DETECTOR OEP ELECTRIC PANEL AFCPROTECTED) ® SMOKE/CARBON SMOKE/CARBON C I I ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFG PROTECTED) EMERGENCY LIGHT ® THERMOSTAT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET �GFC Ro�D)OSAL CHITMES n DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TV MEDIA /SWP BOX f DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18' AFF STANDARD RECEPTACLES EXTERIOR 182 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 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL 2PH MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS II I III �Iill�, — I 114 SERVICE GROUND CONNECTED TO CONCRETE I , - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE co r� v OO M 0 �1 �+ A� T v� v� U to nc� c� o� Cf N � litPulte- M O � OQ W v � U a c w � O w � 0 -1c v�-� O w � w r c H PRODUCT MANAGER RELEASE PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1,12 i r � 62 SECOND FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) ( I J ELECTRICAL SYMBOLS 11 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) f-I STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oc, STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT H�> 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 LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE c LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FXTURE US SMOKE DETECTOR CEP ELECTRIC PANEL (AFq PROTECTED) ® SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR(AFCl PROTECTED) EMERGENCY LIGHT THERMOSTAT -SPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET XY GARBAGE DISPOSAL CHES DOOR BELL CHIMES (GFCl PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT G?O OPENER DATA/TV MEDIA /SWP BOX 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 Al 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT 1/2' PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 04 m-lilmlimilmill ELECTRICAL RISER DIAGRAM t'J � rM� W O 00 000 i4 A� W U� � w N � tPulteGroup- NOT TO SCALE PRODUCT MANAGER 4/0 SER CABLE ---- RELEASE 150 AMP DATE: XX XX XXXX O COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL �— urro 3R ENCLOSURE _ INIERSYSTEM BONDING PROJECT TYPE TERMINAL AT LOW VOLTAGE Single Fanul CONNECTIONS SPECIFICATION LEVEL i t L II1=1 IIIII I 11. Pulte III III I I I I PLAN NAME — 111#4 SERVICE GROUND Whitestone CONNECTED TO CONCRETE NPC CHILD NUMBER ENCASED STEEL 2117.501 ELECTRICAL RISER DIAGRAM ET SHE NOT TO SCALE ALTERNATE E1.21 IN SOFFIT ----------------------------------------------------------------------------------------------- SECOND FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) IN SOFFIT N ELECTRICAL SYMBOLS N 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) C-i STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) (GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 4220V STANDARD AFCI 220 OUTLET ODW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT Y PC LIGHT FIXTURE - PULL CORD F@ LIGHT FIXTURE - COACH LIGHT �-- LIGHT FIXTURE - EXTERIOR WALL MOUNT R - 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 c LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS SMOKE DETECTOR �EP ELECTRIC PANEL (AFCl PROTECTED) ® SMOKE/CARBON SMOKE/CARBON Et ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCl PROTECTED) EMERGENCY LIGHT ® THERMOSTAT -SPB PUSH BUTTON TELEVISION OUTLET SWITCH T TELEPHONE OUTLET XY GARBAGE DISPOSAL (GFCI PROTECTED) wr DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT Gt OPENER DATA/TV 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 '7 BREAKER #4 COPPER 2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 'Tb�� ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL LIM 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS .I I III III IIII i — 111#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE Z5 a 0 N a 0 v CD n' W m � O 000 A� CN U� O c� O bb .2 rool t--I c N � liPulteGroup- PRODUCT MANAGER RELEASE PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.22 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY FIRST FLOOR PLUMBING PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 1107 PAPER) 5 CL CV N CL 0 c! t'/ 45 0c M all 0 VJ � i4 O O A� 01 V �}+ c� 0 ob -0 cn 14.1 '*PulteGroup- 0 a� 0 a o � Z � � O � 0 O a w x � � PRODUCT MANAGER RELEASE XX/XX/XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Me PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET pi'll THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY I I I I I I I I I I I I I 5'-3 I WATER CLOSET He� PER SPEC i 0 VANITY LAV PER SPEC fV 0 O GV cn O a cn v I a I E - a — 0 0 N N a v U s v N 0 N h SECOND FLOOR PLUMBING PLAN SCALE 1 /4" = l'-O" (NOTE: SCALE 1 /8" = 1'-0" ON 11 xl 7 PAPER) 0 J a o 45 00 ca 0 v , O i\ T A� a� U 0 r■-q N � *PulteGroup- �j PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX Vilkl3lUffiriki SPECIfICA110N LEVEL Nte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET P1.21 A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 7th EDITION. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE, ETC. 4. THE ENGINEER'S SEAL APPUES 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. BACKCHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE. 6. ALTERNATE NAIUNG: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-POSIIIVENL06: POSITIVE PLACEMENT NAIL APPUCATIONS 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 UVE LOADS TC UVE LOAD 20.0 PSF (REDUCIBLE) BC UVE 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 UVE 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 7-16 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON UNEAR 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 APPUED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPUED 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 ALL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM UFTS 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 UTTUTY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. 5. ABANDONED FOOTINGS, UTIUTIES, ETC. THAT INTERFERE WI1H NEW CONSTRUCTION SHALL BE REMOVED. 6. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6' AND SEALED. D. CONCRETE: 1. CONCRETE SHALL CONFORM TO THE 'BUILDING REQUIREMENTS FOR RONFORCED CONCRETE' (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. 2. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE MOTH 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 � OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MMUFACTURER'S SPECIFICATIONS 7. ALL RONFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY RONFORCING WHICH MAY CONFUCT. 9. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. 10. SLABS ARE DESIGNED AS UNRONFORCED PLAIN CONCRETE SLABS ON GROUND 11. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1'. ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5' SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECITONS 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 RONFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE V TO 2 N 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 SUPPUER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL E. MASONRY WALL CONSTRUCTION: 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. 2. 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 (Pm = 1,500 psi). UNITS SHALL BE NORMAL NEIGHT, 8' x 8' x 16', TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPUCATION. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR V. 4. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH BE 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. 6. VERTICAL RONFORCEMENT SHALL BE HELD IN POSTON AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0' U.N.O. RONFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. 7. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 8. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 9. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE UNTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. 10. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) 15 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL RONFORCING IN THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK 14 20' 3' 10' #5 25' 3-3/4' 10' 16 34' 4-1/2' 11' f7 42' 5-1/4' 13" F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, (MADE 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 RONFORCING. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. T 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' 64 in +/- 1/2' 1 -1/2" TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF RONFORCEMENT SHALL BE +/- 2' G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NDS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 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 016' 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 2x4 STUD WALL PROVIDE: (1) 2x4 KING STUD AND (1) 2x4 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH )' TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8' O.C. FOR EACH, U.NO. 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPUCE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN UEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. 10. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12' O.C. UNLESS NOTED OTHERWISED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, TRUSS UPUFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HOGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HOGHTS. 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. AUGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO COILING. 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 8. ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL BE DETERMINED BY THE DELEGATED TRUSS ENGINEER 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'x3'xO.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 P5731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE SIMPSON TTEN HD'PER FL PRODUCT APPROVAL F5730.7. 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 F5730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL 116230.1. 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 FASTENERRS'PER FL PRODUCT APPROVAL P5730.4. b) SCREW FASTENERS IN CONCRETE SHALL_ MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE SIMPSON 'TITEN SCREWS'PER FL PRODUCT APPOVAL #2355-R4. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC5& PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SETPER FL PRODUCT APPROVAL P5730.5. 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL B. 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'EDGXE DISTANCE. b) 1/2' DIA. SIMPSON 'DTEN HO'W/ MIN. 31/4' 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 SUBTITHONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/27 DIA. SIMPSON `ITEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2' DIA. F1554 GR. 36 ATR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 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 2e O.C. MAX. 11. SILL PLATES SHALL BE TREATED WITH DSODIUM 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-1TE 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 RONFORCING 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 15 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 RONFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 127 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 327 LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TTE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. 2. KISSING OR DISPLACED 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-Y47 FROM ANY EDGE FOR )f BOLTS AND 3 )f FOR )C AND r BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5' MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24' TO 16'). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TTTEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM )f x 6', OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE 'SET- EPDXY THE SAME SIZE AS THE ONE BONG REPLACE W/ A 6' MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL IN THESE DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3' NAILS). WHEN GAP IS GREATER THAN 1 1/2', INSTALL NEW ANCHORS. 4. CMU OVERHANGING SLAB M FOR BLOCK OVERHANGING THE SLAB BY )' OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN )' AND 1 )r, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL t21 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1)', CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS (1-3/8-FOR A 2X4 STUD OR 2-3/16-FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS (2-1/8-FOR A 2X4 STUD OR 3-5/16-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)-1/471-1/2' SOS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'j'-SDS3 WITH (12)-1/41x3'SDS SCREWS, Vim ''CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOP/BOTTOM PLATES a. FOR PLUMBING/MECHANICAL UTIUTIES A HOE, 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 TTE THAT IS AT LEAST 1-1/2'WIDE AND MUST BE FASTENED MOTH (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 (LE. PVC OR ABS) IS CLOSER THAN 1-1/2-TO THE EDGE OF THE PLATE, OR PLASTIC AND (RIPPER PIPING IS CLOSER THAN 1-FROM THE EDGE OF THE PLATE. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS 2-ABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2-BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTIUIIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTIUES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES CE THE CUT PLATE WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3' WIDE STRAP THAT BEANS BOTH BAYS IS REQUIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR Ali PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MIMMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITTOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEEIING THE REQUIREMENTS OF ASTM C932 TO GIVE THE COUNG WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7' ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDEUNES. THIS APPUCAIION WOULD BE IN COMPUANCE WITH R703.1. 2. SOFFIT, OTHER THAN THE EXTERIOR GRADE SOFFIT BOARD OR SOFFITS USING HIGH -RIB METAL LATH AND STUCCO, SHALL HAVE THE PRODUCT APPROVAL NOTED ON ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS SUBMITTED. ALL ALUMINUM OR VINYL SOFFITS SHALL MEET OR EXCEED THE REQUIREMENTS NOTED ON THIS SHEET IN REGARD TO DESIGN PRESSURES. ALL ALUMINUM MUST BE INSTALLED IN ACCORANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO COMPLY WITH THESE MINIMUM DESIGN PRESSURES. INSTALLATION IN ACCORDANCE WITH THESE REQUIREMENTS WILL COMPLY WITH R703 AND R704. ALL VINYL SOFFIT SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND R704. Zone 1 Roof Pressures Zone 2 Zone 3 N/A Pd/A 21.2 -52.5 Zone 2e �. - Zone 3e /A N/A Zane 2n Zone 3r /A N/A N/AN/A Zone 2r 21.2 -52.5 DESIGN PRESSURE CALCS Wall & Soffit Pressures Zone 4 Zone 5 29.5 1 -3 .7 2&-38.0 Width Heigft . • , Effective, Positive Pressure t ive; , . sx. � ;I► 0�� : 1N � . � II 1 DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E. # B6025 FLORIDA 3/31 /21 DATE,t��iillil/ No.88T� ATEfill I Cr) 'J 00 0 U0 � O N00 r3N ;-4 8 UCA 0 pool r_q cts N I� *PulteGrcup- RODUCT MANAGER RELEASE X PROJECT TYPE I Single Family P SPECIFICATION LEVEL I Nte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SolM (1) #5 REBAR w/ 25" LAP U.N.O. 8" OR 12* SQUARE OR ROUND C.M.U. B" C.M.U. FINISH PER ELEV. COL PER PLAN 01-0" SLOPE FINISH GRADE MONOLITHIC FOUND.-------- co PAVERS PER SPEC. W/ (2) #4 DIA. RODS CONCRETE FOOTING CONT. ON CHAIRS 9"STARTER w/REBAR AS NOTED ON FOUNDATION PLAN COURSE_ (IF REQUIRED) PER PLAN 1 -4 02 ST Y ALT. CMU SEAT 0 -1V #I EXTERIOR MASONRY WALL FTG FROM Top OF jF03--B'MASONRY COL. ON SPREAD FTG.- (Paw SCALE: 1/2*4-0 CALE. . PER ARCH L4 as 01-0n SLOPE PAVERS OR SLAB PER SPEC. CONCRETE FOOTING E FOOTING AR AS NOTED ON FOUNDA11ON PLAN (IF REQUIRED) PER PLAN FAD MASONRY COL ON SPREAD FIG. 314` RECESS IN SLAB 10 1/2' FINISH FLOOR EW\ ._4`,-a" 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4' C.M.U. BLOCK PER ELEV. 25' LAP MIN. (1) #5 REBAR CS SCALE qn'-O PER ARCH 0 1 -on SLOPE CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION IN PER PLAN L PLAN (IF REQUIRED) of 41 8' C.M.U. WALL FINISH PER ELEVATION 3/4' RECESS IN SLAB FINISH FLOOR SLOPE V . . ............... ..................... MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. 1!-4! 0 2 STORY SCALE: 1/2-=l'-0 1L1L56 YAIH FAVLN5 2x AT 24*0.C. MAX. 2x P.T. PLATE SECURED TO SLAB wl Y POWDER ACTUATED FASTENERS OR TAPCONS 0 1C O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE QM NAILS 0 12' O.C. STEP PER PLAN —SLOPE C=) on 1/2" (1) #4 ROD CONT. ON L CHAIRS UNO STEP CONDITION /,`F�w THICKENED SLAB 0 GARAGE (NON -BEARING) REINF. PER PLAN 8' OR 12* SQUARE w/LAP PER OR ROUND C.M.U. ir COVERSHEET COL PER PLAN SLOPE C8 m 0 z CONCRETE FOOTING =E w/REBAR AS NOTED 7 ON FOUNDATION PLAN (IF REQUIRED) L PER PLAN L Of or - MASONRY COL. ON SPREAD FTG. (Concrete 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4* C.M.U. BLOCK PER ELEV. 25- LAP MIN. (1) 15 REBAR 8' C.M.U. WALL FINISH PER ELEVATION SLOPE moo. — MONOLITHIC FOUND. w/(2) J4 DIA. RODS CONT. ON CHAIRS. RECESS WITH SLAB bc P.T. PLATE SECURED TO SLAB w/ S' POW ACTUATED FASTENERS OR IN= 0 16- O.C. OR (2) ROWS 12d GUN NAILS 0 it (Lc START SLOPE HERE 210 SLOPE FLUSH CONDITION \\,�SCALE: 1/2-4-0 CORNER BAR WITH 25" 4 MIN. LAP SPLICE EACH VERTICAL DOWEL AS REUDIN PLAN SIDE. SAME SIZE AS CLEAN COMP CONT. FOOTING STEEL 01 ALTERNATE TO CORNER A BARS EQUALS NUMBER NUMBER OF CORNER SPLICE PROVIDE CONT. STEEL REINF. BARS BENT OF CON1 BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE NUMBER OF REBAR BUILDING CODE 25* MIN. PER PLAN PVC SLEEVE UP SPLICE 1 0 2 STORY :F:12::REINF PLACEMENT AT FTG. CORNERS F13 BEARING PENETRATION DETAIL SCALE: 1/2'4-0 FINISH (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2' CONC. SLOPE SLAB 4- 4 THICKENED SLAB EDGE SCALE 1/2*4-0 SCALE. 1/2'4-0 W�l momM11115A "M ;Vrzo Mai *mmm in= .9w PAVER AT CONCRETE GRADE BEAM 2x AT YO.C. MAX. 1/2* G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRAING PIPE MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS PAVERS TYP. ) f4 BAR CONT. APACTED FILL SCALE 1/2'4-0 MASONRY COLUMN PER PLAN REINF. PER PLAN CMU COL. PER w/LAP PER PLAN COVERSHEET PAVERS OR SLAB PER SLOPE SPEC. CO m C.D CONCRETE FOOTING o w/REBAR AS NOTED 7 ON FOUNDATION PLAN (IF REQUIRED) PER PLAN rR W-6 MASONRY WALL CORNER ON SPREAD FTG. i #5 BAR w/ 25' MIN LAP SLOPE 7. PAVERS OR SLAB PER• m SPEC. CONCRETE FOOTING F. w/REBAR AS NOTED ON FOUNDATION PLAN PER PLAN (IF REQUIRED fl MAS8NRY COLUMN ON SPREAD FTG. (pavers j CMU COL PER PLAN —#5 REBAR w/W MIN LAP ld--14-0 SLOPE * 7—r2 M CD CONCRETE FOOTING o w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN mr1s MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1/2*4-0 VIE 1/2*4-0 (1) J5 REBAR AT EACH FILLED CELL CMU STRUCK BOTH WAYS GROUT B T,I! 0 2 STORY Fq�4 EXT. MASONRY WALL @ GARAGE SCALE: 1/2*4-0 SCALE 1/2'4-0 —#5 REBAR w/W MIN LAP m C/) ---POURED CURB V14 F.F. SLOPE FINISH GRADE 00 —MONOLITHIC FOUND. MONOLITHIC FOUND. r w/(2) 14 DIA. RODS W/ (2) 14 REBAR 1l-80 CONT. ON CHAIRS CONT. ON CHAIRS-- q rF—m`EXTERIOR DOOR SILL @ POCKET I ZERO CORNER SGD SCALE: 1/2*4-0 2-1/2' 0 IMPACT BED GROUT B DOOR DOOR PER SPEC PAVERS PER SPEC PAVERS n PAVERS PER 3" DOOR PER SPEC (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS VARIES) DOOR THRESHOLD R PLAN LOPE S S-OPE 46-07 F.E. 4. P1ANA >< SLOPE I\01-0. LT. BRICK OLPER PLAN THRESHOLD 00 F 100 *C:1 00 (3 II MONOLITHIC FOUND. MONOLITHIC FOUND. MONOLITHIC FOUND. it -ON W/ (2) #4 DIA. RODS W/(2) 14 DIA. RODS W/(2) #4 DIA. RODS L -on L CONT. ON CHAIRS 1'-4! 0 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS 4' 0 2-STORY T L I ICU DD1rV ? 4 0 2 ST&Y Fo7 , EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRYPavers THRESHOLD EXTERIOR DOC 11 SCALE 1/2"4-0 SCAM 1/2'4-0 SCALE: 1/2*4-0 SEE HEADERMNTEL PLAN FOR vk ASSOCIATED WALL DETAIL A AT 16" O.C. 2X AT 16' O.C. W1 SPECIFYING ANCHOR REQUIREMENT 1/2' GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR 1/2' GWB EA. SIDE 2N SEE HEADER/UNTEL PLAN FOR (2) #4 DIA. RODS ASSOCIATED WALL DETAIL ASSOCIATED WALL DETAIL CONT. ON CHAIRS IMP prp PLANSPE"G ANCHOR REQUIREMENT START SLOPE HERE—,L SPECIFYING ANCHOR REQUIREMENT1.0- SLOPE .'a C:�L `C`4 1-4 (2) 14 ROD CONT. (2) 14 ROD CONT, ON CHAIRS 16" 1'-0" 10 1/2" ON CHAIRS 10 I/Z U I/Z STEP CONDI IJON q 11USH CMIAN Ng THICKENED SLAB @ GARAGE @EARING) SCALE: 1/2-4-0 PENETRATING 8* C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) (1) J4 REINFORCMENT AN SEE FOUNDATION PLAN 4 BAR CONT. CONC. PER SCHEDULE L SLOPE TO DRAIN MONOLITHIC FOUND. W/ (2) J4 DIA. .4 RODS CONT. ON CHAIRS _ F26 SHOWER RECESS §6E 1/2-4-0 VERIFY LOCATION IN FIELD • (1) #5 REBAR w/30* LAP MIN. FINISH PLAN GRADE PER FINISH GRADE PAVERS PER PLAN (2) #4 REBAR MASONRY WALL ON CONTINUOUS FIG. SCALE: 1/1*4-0 F j r. C14 ion 11-00 10" THICKEND SLAB @ INTERIOR WALL SCAM 1/2*=I'-0 2X AT 16- D.C. W1 1/2' CWB EA. SIDE 0 co a) 45 CO en O 0 U) N O INT III—) -01 V� ft N NNNNS *PulteGroup- PRODUCT MANAGER RELEASE DATE: xx Ax /xxxx C.OA.# ARCHITECTURE: AA26DO2802 C.OA.# ENGINEERING: PROJECT TYPE 29349 0 THOMAS A. WEBER, PE Single Famfly P.E. # 73242 FLORIDA E BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E.#86025 FLORIDA 3/31/21 Mte DATE%%%I fill/ PLAN NAME 'hitestone No. 25 NPC CHILD NUMBER .2117.501 TaTNe SHEET top. ...... s1.o //I// MAL vi FOUNDATION PLAN SCALE: 1/4"=1'-O" oc CC CC 40 -0" 14'-0" 26'-0" 23'-4" '-0 S1.0 24"x32"x12" CONIC FTG w/ 24"x32"x12' CONIC FTG w/ S1.0 #4 REBAR ® 6' O.C. EA WAY #4 REBAR ® 6" O.C. EA WAY-- ' � F36P r — — "••� " F11 o W F11 S1.0 • I o 'oo I w/OPT. SCREEN N w/OPT. SCREEN IOUTDOORI I o ENCLOSURE ENCLOSURE iKITCHEN 3'-0" 8' 7'-0' 8" 3'-0" 3'-8" 8" 16'-8' "' 8' F12 Si.o L VERIFY M.O. " • VERIFY M.O. • • • • • • • • • • • • T • si.o I Fon I • S.C. in I 0'—oa CV . I I I o GO S.C. 9" 3'-3' 6'-10 1 /2" 6'-6 1 /2" 17'-9" I • • C5 1 STORY F10 51.0 24" x24 x12" CONIC I 1 STORYloo �, M I 2 STORY'-,- — FTG w/ #4 REBAR 0 6' O.C. EA WAY 2 STORY • I -d- L —1 • I ' I 7'_131 14'-8 3/4' "' 1 '-2 1/4' lcxD loo ca I CV I a CO I Z W C. 0 QI � • T I cV cn O S.C. M S1.0 `V • F26 I • `„ o F08 REFER TO N ARCHITECTURE FOR ":i-_ S1.0 ACTUAL WALL LOCATION `;' I • • co `� '� START SLOPE ( I HERE Q' "' V S S1.0 • I I I o S.C. 00 • I IES F09 PROVIDE (2) 14x3'-O" S1,0 LONG CORNER CRACK • BARS ® ALL CORNERS I al " I I OF SLAB (TYPICAL) 0 IIN OF o N 7 fV� I • CV CAI 'o N F01 • S1A To S1.0 a o S.C. •Amd 101• •1 181 1 181is `*• VERIFY VERIFY M.O. VERIFY M.O . I ' -0 � 4'-0' M.O. 3'-2" 3-10' 2-0 3-10 '-2" 2 a °� I 0Fs o S1.0 24"x24"x12" CONC FTG w/ #4 REBAR 06 O.C. EA WAY Ln H. L•• -I of • ••• VERIFY M.O. 16'-8" 20'-0' '-01. 6'-6' [ �0 13'-6" 40'-0' 20'-0" F03B s1.o LEGEND SYMBOLS a Q 8x8 FILLED CELL W/ #5 REBAR • 2 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE a ❑O 8x8 FILLED CELL W/ NO REBAR REQUIRED <0 45' CMU -FILL CELLS W/ #5 REBAR ❑� 12A 2 FILLED CELL W/ (4)-15 REBAR ELE ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0' >a DETAIL INDICATOR I FLOOR SLAB NOTES: 3 1/2" 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6' AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL RONFORCING 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, VATH THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO RE)AAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. I PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS C.O.A.# ARCHITECTURE: AA260028W C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 3/31 /21 DATE10 ,1��11t111(� 4%i.. STA OF % o� v M 0 uo) O 00 A� Vc cz 4 w N � *PultoGroup- RODUCT MANAGER RELEASE P PROJECT TYPE 0.1• 1 im SPECIFICATION LEVEL Pi lte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SIM WALL BASE. SCALE: 1 /4"=1'-O" PLAN N Z Q m J CL 3 O im � J 3 0 � r z � z > o z a � CWo Z =aQ J =E � Q L� W m #5 REBAR IN VERTICAL GROUT FILLED CELL r ROUGHW ❑PENING BELO PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAIL w N.T.S. n MITER LINTELS BY FIELD CUTTING #5 CORNER DOWELS INSIDE AND ❑UTSIDE OF VERTICAL #5 BAR AS SHOWN COLUMN BELOW C.O.A.# ARCHITECTURE: AA260028W C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WESER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. * 86025 FLORIDA 3/31 /21 DATE, `,wIIItfill ```� ��pMIN• ��i E o lW fi AL 0 CL CV N S C7 0 U M0 c t'J . 45 M rV O 0 JCia Aa, (u aN W V cto Pei " c$ c� cf) N � lItPutteroe m PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Single Family SPECIRCATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2,1 G LEGEND CV O N F= C7 XX DETAIL INDICATOR Joc o ® 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 ------- S-5' - 64 DOUB E W------- 6'-1' - 6'-6' DOUBLE 240 2 JACK STUDS EACH END. 12'-6' I DOUBLE 2x12 2 JACK STUD EACH END. N N tpo M M 3SC Y N N O E M Z CV ZO U O c,�nn O 477i � Y M W01 3SC 3SC 2x6 2x6 2x6 2030 FIXED W50 SH W50 SH 2x6 CONTINUOUS 3050 SH 3050 SH 1J 2K 2J 1J 2K SECOND FLOOR FRAMING PLAN SCALE: 1 /4"=1'-0" C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29U9 0 THOMAS A. WEBER, PE v+ P.E. # 73242 FLORIDA 3 -v ■ BENJAMIN NIESE, PE m P.E. # 86025 FLORIDA v; 3/31 /21 DATE N � � r L �f v e o r a o� t'J � r-r W O o VJ Cr cn V� co c� cb H c� N *PulteGroup- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2.2 N CD FLOOR LOW ROOF FRAMING PLAN AT EA VERTICAL CHORD OF FLOOR TRUSS. LUS26 w/ (8) 0.148'xi-1/2' EA TRUSS TO LEDGER. 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 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. * 86025 FLORIDA 3/31 /21 DATE`,��iti �� 1 OMco c! T--4 00 0 Vr n J00 � O O A� �1 Q% U c� o� cl) N � liPulteGroup- PRODUCT MANAGER RELEASE XX/XX/XXXX PROJECT TYPE Single Family Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S31 J J O co r O T'1 00 Aa, W aAM�j U� r"' w 0 m Lm N � liPulteGroup- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S3.2 STRUCTURAI. SHIEATHNG, SEE PIAN AND DETAILS `A° ",T'nuuc.rr .: art � :� . •�::�:� •,i • r �i � �� rh h ;tIIs P i D it ` o' MI Y ti ILIA h � "v I sue« 1 /2"=1'-0" R 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. 20 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6' TO 6' 6' USE ONE 2x4 'L' BACK: 2. AT VERTICALS OVER 6'-6' TO 81 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) 12ds AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH 'L" BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. SIDE NAIL ALL `L" BACKS AND STRONGBACKS w/ 12d's AT 6' O.C. NOTCH "L' BACKS AT TOP AND BOTTOM. STRUCTURAL SHEATHING SEE PLAN FOR ATTACFgiENT NAIL BOTTOM CHORD OF GABLE TRUSS w/ 12d's AT 4' O.C. CONTINUOUS / STRUCTURAL SHEATHING SEE PLAN FOR ATTACHMENT FIELD NAILING PER PLAN \ WOOD NOM AffHiTOARG111tECiUR MAWNGSANWRTi�,SS STRUCTURAL SHEATHING SEE PUW MTAIFXWH DRAWNGS FOR SPECHC TRUSS PROIII.E AND DETAISSFOR ATTACHMENT NFORhIAME ae. HEEL HEM, SLOPE, OVERHANGS) PRE ENGI� WOOD N TRUSSES AT24.O.C.MAX. 2x BLOCKING AT SHEATHING EDGES w/ N RIB�I BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS w/ 0)10d NAILS, 24"O.C. CONTINUOUS STRUCiIIiAI SHEATHING COW MAX. SPACING NAIL PER TYPICAL SHEATHING DETAIL STRUCTURAL SHEATHING NAL PER TYPICAL SHEATHING DETAIL FRAMING PER PIAW FRAMING PER PLAN ST1iUCTlINAI DETAL AT TRUSS HEEL > 91/4' SEE PIAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT WO.C. MAX TRUSS ANCHOR PER RAN FRAMING PER PLAN FASCIA, (SEARCH DINGS) CONTINUOUS STRUCTURAL SHEATHNG NAILPETITYPICALSHEATHING DETAIL �TALATTYPICALTRUSS w/HEEL < 91/4' TilBS ATTAC MM' ALLTRUSS M ARE TO BE SECURED TO THE WALL BELOW USING ONE OF THE BELOW METHODS. ONE Rkl OPI10N MUST IE USED FOR CON11&IOIIS LOAD PATH: L 16ALLTYPICALTMM ANCHOR THROUGH EXTERIOR SHEATHNG. EXT. SIEATHNG 6 CONTi&lOUS AND WILL TRANSFER COMM SHEAR & UPLIFT. b. NSTAIlTYPICALTRUSSCOIYIf9;UFROMTTKUSSTOTOPPLATEONINSROFTHEW&v4H2M@DRUM STUDTOTOPPLATE W. SHEATHING 6 CONTIUOIS AND WLLTAANSFER COM NO SHEAR & LRF7. c. INSTALLANMAS CALLED FOR ON THE PLANS. TW6T SiRAPSARE M BE INST90 ON THE INSIDE OF THE WALL ANYSTMM FROM THE SNDSTO THE UNDEBI.YNG STTNICI1XiE WILL 8E0M FOR ON THE PUNS. d NSTALLTYPIGU. TRtW SCREWS FROM TKM TO TOP PLATE EXT SHEATHNG 6 CONTNUOUS MIDWLLTRANSFEA CUM SHEAR & UP R ROOF TRUSS ON FRAMING R02 -20 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 OPP09TE 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. 0 APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. jj__',_,(2) SIMPSON A23 w/ (8) 10d x 1-1/2' (ONE ON EACH SIDE OF BRACE TO TOP PLATE). / SHEATHING PER PLAN PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10' CMU ANCHOR BOLTS AT 4'-0' O.C. MAX w/2"x2" PL WASHERS AND 7' EMBEDMENT. MASONRY WALL, BOND BEAM, UNTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE PLAN AND DETAIL -CONT. 20 20 NAILED FLAT TO TOP OF BRACE ('T" 2x6 NAILED BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP NAILS ® 8' O.C. BUTT JOINT ALLOWED (48' MIN MEMBER LENGTH), BRACED REQUIRED TO BE CONTINUOUS OVER DIAG. BRACE SPLICE SHOWN 20 BLOCKING AT 48' O.C. - 3 TRUSS BAYS FRAMING 2x6 NAILED 0 BOTTOM PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09GRL_UEN VTWRUS�SORACING�p! TAIL (8) 10d NAILS EACH (4) 1/4" 0 c 2-1/4" MI LE END ENGINEERED WOOD ROOF TRUSS AT 24' O.C. MAX. 20 LADDER FRAMING AT 24' O.C. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 2x6 w/ (2) 12d NAILS CMU WALL STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d 0 EA CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 COND110NS OF USE (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED AVE 5 O LO CONSECUTIVE LOCATIONS. EACH MISSED CA110N. 2. UPLIFT VALUE FOR TRUSS LOCATiON DOES NOT EXCEED 1,175 lbs. UPLIFT. 3. NOT ACCEPTABLE ON MULTi-PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS STRAP REPAIR R13 .n (TYPICAL CMU WALL CONNECTION) ii 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d 0 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 PLAN. -OR- 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. RWW-020 VALLEY SET OVER FRAME x=10%HOUSE WIDTH •1 Q 0 RDA X 1O GABLE END BOSTON HIP "x" Ilvv low 7P =10% HOUSE WIDTH X X 0 0 x — — x RIDGE GABLE END GABLE ,�z,� 7P =10% HOUSE WIDTH X 0 2 c O I HIP "X ROOF SHEATHING NAILS ROOF FASTENING ZONES Bd PING 0.113'x23/8' 1 2 3 SHINGLE: 7118'SPAN RATED SHEATHING OFFSET DIMEI N x =10% ROUSE WIDTH 7C x TILE 15/32' SPAN RATED SHEATHING PANEL EDGES @ SUPPORTS (1) 6'O.C. 6'O.C. 4' O.C. METAL•1513PSPANRATED SHEATHING PANEL FELD (1) roc. 8'O.C. 8"O.C. NOTES: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS-TYENCAL 2. EDGE SPACING ALSO ARM OVER GABLE END WALLSORTUB. 3. FASTENING ZONES 2AND3ARE EQUALTO10%OFTOTALHOUSE WIDTH, DMENSIONTOFFSETFROM ROOF EDGE. 30'WDE HOUSE =,'ZONE, 4TWDE HOUSE = 4'ZONE, 50'WDE HOUSE = V ZONE, 80'WDE HOUSE = SZONE rm4* III ROOF SHEATHING ATTACHMENT DIAGRAM rl I spa« 1 /2"=1'-0» 1 SHEATHING PER PLAN. GABLE TRUSS PER PLAN 2x4 BLOCKING AT 2'-0" - O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24' O.C. SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4' MAX. GAP FROM TOP OF VALLEY SET TRUSSES VALLEY SET TRUSSES 8' CMU WALL SEE PLAN WALL TO BOTT. OF BLOCKING AT 24' O.C. AT 24" O.C. FOR VERT. REINF. ROOF SHEATHING ROOF SHEATHING PER PLAN PER PLAN WALL BRACING AT NON -BEARING EXTERIOR WALL (1107 �TS SHEATHING PER SHEATHING PER PLAN. PLAN. -OR- --------------------- 1 SDWC15600 TRUSS SCREW 2x4 PURLIN 0 EA VALLEY STRUCTURAL () TRUSS. NAIL TO COMMON SHEATHING PER PLAN TO EVERY TRUSS BELOW TRUSS w/(3) 16d GUN NAILS PRE ENGINEERED BOTTOM CORD OF VALLEY TRUSSES AT 24" O.C. TRUSS NAILED TO PURLIN TRUSS ANCHOR w/ 10d GUN NAIL 0 8' O.C. PER PLAN 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 2x4 OUTLOOKER FRAMING AT 24' O.C. OVER FROM GABLE TRUSS. DROPPED GABLE END TRUSS. ATTACH TO WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE BOND BEAM PER PLAN TRUSS TOP CHORD w/ (2)-16d NAILS. SIDE OF BLOCKING. AND SCHEDULE SHEATHING CONT. 2x4 w/ (2) 12d NAILS PER PLAN S SHEATHING w/(16)8d NAILS MIN. WALL BRACING AT BEARING WALL STRUCTURAL SHEATHING R08B PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. TRUSS ANCHOR 3 SEE COIN. CHART 1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 2x4 "L" BACK. 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. 3. AT VERTICALS OVER 8'4 TO 13'-0' USE ONE 2x4 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 UNTIL 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 TO EACH 'L' BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL "L' BACKS AND STROIGBACKS w/ 12d's AT 6' O.C. NOTCH "L' BACKS AT TOP AND BOTTOM. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. D APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T' LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN TCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE ^lk Al I BLOCKING AT DIAGONALS ONLY. ATTACH AT —TO /20 EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 8'-0' BACK FROM GABLE TRUSS. ROOF TRUSS PER MANUFACTURER 2x4 DIAGONAL BRACING w/ (5) 12d COMMON 2x6 LEDGER TO FRAME w/(2) NAILS EA. E4ND 0 32' MAX. SPACING 1/4' x 3' WOOD SCREW 0 16" O.C. BEVEL TOP TO MATCH ROOF PITCH SHEATHING TO TOP NAILER : 8d NAILS 4' O.C. AND 4' O.C. TO RAFTER/SUB-FASCIA �p� plp,N 2x4 FIELD FRAMED RAFTER 016' O.C. MAX IF LENGTH IS LESS THAN 4'-0' USE 20 'L' BACK, SPACING - TOE NAIL ONE SIDE OF RAFTER TO IF LENGTH IS GREATER THEN 4'-0' USE (2) 20 'L' LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE BACKS. NAIL V BACKS w/12d 012'0.C.(NOTCHED .•y.� SIDE, INSTALL A35 w/BOTTOMS BENT AND 0 TOP w/2-12d TOENAILS ATTACHED TO BOTTOM OF LEDGER & RAFTER 'L" BACK -EXTEND 6' PAST w/ 10d x 1 1/2' NAILS. CONNECT TOP AND LOWER ROOF SHEATHING BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS 20 LEDGER TO FASCIA CUT FRAME: PER SPECS SHEATHING PER PLAN) R09C PARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE w/ (2) w/ 1/4' x 3' WOOD SCREW NI! 16' O.C. SUSPENDED RAFTER x-ry scar 1 /2"=1'-0" BOSTON HIP C.OA.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WESER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. 0 86025 FLORIDA 3/31 /21 DATIE j%1H11►ljjj .��. •MAN l �� IN y4 r e of ? 0 N 95 a 0 O c! r—I co 0 uo) 00000 A� W — " N v U� m • PE4 -� O M �po obo '2 Cn N � lkPultoGroup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Mte PLAN NAME TNhitestone NPC CHILD NUMBER 2117.501 SHEET S4.1 EXTERIOR WALL SHEATHING EXTERIOR GABLE END SHEATHING STRAP INSIDE FACE WALL PER MTSt6 FROM EA TRUSS ° °a 0 ° ° ° ° ° ° 0 ° ° TO HDR. W10 WHEN TRUSS STRAPS SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING INSTALLED ON INSIDE < REQUIRED (MIN) SIZE SPACING SPACING FACING REQUIRED SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING (NON —SHEATHED) FACE OF WALL REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED EDGE NAIL SHEATHING 0 .1NOTE: PROVIDE BLOCKING AT ALL ° ALL » PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP SHEATHING EDGES. EDGES SHEATHING 8d 3 7/16 SHEATHING 8d 3» O.C. 3» O.C. 12» O.C. 7/16 MIN ALL SIMPSON H2.5A 0 TOP & BOTTOM OF O.C. 3 O.C. 12 O.C. EDGES OPENING FRAMING (JACK STUDS ONLY) CRIPPLES AS STRAPPING ATQ'D,INTERIOR PLATE TO BE SPLICED OVER A STUD. PROVIDE 48' LAP SPLICE w/ (3) 10d ° 3/4' FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES ° 3/4" DBL 2X TOP PLATE. BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 16' O.C. ° ° , , , ° ° ° PLATE TO BE SPLICED OVER A STUD. ° ° ° ° ° ° ° , ° ° ° ° STRUCTURAL SHEATHING � ° � PROVIDE 48N LAP SPLICE w/ (3) lOd HEADER PER PLAN (2) PLY 6 ° o ° ° � 3/8' " COMMON NAILS AT ENDS. NAIL PLANES MIN. ADDTIONAL JACK STUD (6) 10d NAILS KING STUD TO t 3/8 CONT. w/ tOd COMMONS AT 16 O.C. AND CONNECTORS ( ) I SHFJ1RWAl1 LATERAL NAIL SPACING 0 12' IN FIELD 1 (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. LOAD DSIGN NAIL TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 w/ (18) 10d ° ° ° SPACING FASTEN WALL SHEATHING NAILS U.N.O — CENTER ON BOTTOM - AIL SPACING AT . • SINGLE NAIL EDGE SPACING (1) SIMPSON LSTA18 OPEN OPENING ALL AROUND HEADER 12' IN FIELD SINGLE NAIL EDGE SPACING CENTER ON HEADER. CONNECT WALLS PER W10 DETAIL 0— ° STRUCTURAL SHEATHING PER PLAN INTERIOR NON —SHEATHED WALLS 1/2' 1/2 S (ON OPPOSITE SIDE OF WALL) DOUBLE SILL AS REQ. FOR 2x STUDS AT 16' O.C. SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. SHEATHING PER PLAN 0 EXTERIOR WALLS AND SHEAR WALLS (ON ° ° ° OPPOSITE SIDE OF WALL) I I I DOUBLE NAIL EDGE SPACING I Iz z zzzz IL ji Z'4 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 W02 GABLE END SHEATHING DETAIL " I' ° ° ° ° ° ° ° ° ° ° ° ° —LL—JL < 2x4 BLOCKING — — — — — NAILNG SH STUD SPACING PER PJ STRUCTURAL SHEATHINGJ PER PLAN EATHING SPLICE -SAME THICKNESS ANDSTRENGTH AXIS ORIENTATION AS WALL SHEATHING NOTE: FOR EXTERIOR BEARING WALLS ONLY �1 W01 TYPICAL SHEATHING DETAIL YY in TOP PLATE CONNECTOR: (2) SDWC15600 SCREWS 0 EA STUD DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2X P.T. SOLE PLATE w/ 1/2" DIAM. ANCHOR BOLTS (10 + 2) AT 32" O.C. MAX. w/7" EMBEDMENT OR 5/8" DIA. EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN. OR 1/2" DIA EXP. BOLTS AT 24" O.C. W/1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB w/ 30 PLATE WASHERS W10 �12 PER \�I BEY. IDS AT 16" O.C. ]ING PER PLAN PLATE CONNECTOR: 05450 SCREWS 0 EA STUD �- REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL W/UPLIFT STRJCTURALSFEATHNG. RM TO STRUCTURAL SHEETS FOR KUM & OTHER REQ. INSULATION AS PER SPEC. PRE80MB ROOFTRIM. REFERTO TRUSS MFGR DWGS AW ALT ROOF SHNGLE (OR TILE PER SPIXa TRUSS STRAP PER STRLICT. DETAILS k REFERTOPLAN FASCIA PER COMMUNITY SPEC. FASCIA PERCOMMUNITY SPEC. BOND BEAM PER PLAN SEE STRUCT. FOR ALLR W.REQ. EXTERIOR INTERIOR SEE STRUM. DETAILS FOR VARIATIONS IT-0'FN. FL FINISH® GRADE a. a MONOLITFIC FND, SEE STRRUCTUML DETAILS FOR WLTIH, DEPTH, & A9�. REQ. \ TVDi(_AI i CT[1RV %A/AI I _(ZFrTI[)N 12 rcm HEIR. DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2x P.T. PLATE SECURED TO SLAB w/ 3" POWDER ACTU, FASTENERS OR TAPCONS 0 O.C. OR (2) ROWS 12d GUN NAILS 012' O.C. W11 AT CMU WALLS USE 2x P.T. ATTACHED TO BLOC( 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 150f 2x ANGLE AS REQUIRED w/ (2) 10d iTUDS AT 16" O.C. TOE NAILS AT EACH END. STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN THING PER PLAN WINDOWS AND DOORS AND AT ENTRIES WITHOUT BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN BARREL FRAMING IS USED. REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL W/o UPLIFT STRUCTURAL SHEATHING. REFER M STRUCMRAL SHEETS FOR NAING & OTHER REQ. INSUUTION AS PER SPEC. PII:-ENGNEEREII ROOF TRUSSES. RffEA TO TRUSS MFGR. DWG ASPHALT ROOF SHNCxLE (OR TLE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS i1 REFER TOPLAN FASCIA PER COMMUNUYSPEC. SOFFIT&OVE1iHANG PERSPEC. BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPM w/ PRECAST SILL PER PLAN SEE STRUCT. FOR ALL R W. REQ. EXTERIOR INTERIOR SEE SIM. DETAILS FOR VARIATIONS O'O"FN. FL • HAD GRADE MONOLRMIC FRO, SEE STRUCTURAL NAILS FOR WROTH, DEPTH & Rff. REQ. \ TVDI('_A1 1 CTnQV XA/AI I C9=('.TI[1N N TS Ix P.T. SHIM W05;TYPICAL FRAMED BEARING WALL ('-lC MAX. GAP 2x4 ALL w/ 2' MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. NOTES: ALTERNATE ARCH TOP MINOR GRANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE 'TYPICAL WINDOW AND DOOR ATTACHMENT DETAIL' FOR INSTALLATION DETAIL WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. W13 ARCH FRAMING DETAIL SRD txMM PER PLAN Y SOS SCREW 0 IV at- STA06EIiED FAW SDE OF POST (MIN N e' at W CW WS PER PLAN W ALL SPACING) 4-PLY: )r x 5' SDS SCREws" 5-PLY: J( x r SOS SCREWS 6-PLY: Y4 x 6' SDS SCREllS 7-PLY )f x 6• SDS 9f7M CS16 OR EQUPI. (TOP, ADDLE AND EDTNIQ 1dWs06'at I PLY) (2)10d MtS 0 r at (Ea PL» elm IFM STUD PACK DETAIL FOR 14j PLT OR MORE SAID COLIAM EBAR, CONT. IN BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. EBAR VERTICAL IN i FILLED CELLS, PLAN). EBAR VERTICAL ED 25" MIN. U.N.O. CLEAN OUT AT ALL D CELLS. =OUNDATION PLAN DETAILS FOR FOOTING ORCING. i u ua- k i i nt,M/ W9IYP_CAL 1 FILLED CELL DETAIL ROOF SHEATHING PER PLAN TRUSSES PER PLAN �- BOX HDR. TO BE HELD FLUSH LINTEL PER PLAN - BOTTOM OF LINTEL - FIELD FR HEIGHT MAY VARY ABOVE AS NECESSARY TRUSS BOTTOM CHORD PER MANUF. 0 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 & NEAR 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 II II = u = J L NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WAILS w/ SHEATHING PRECAST LINTEL GRAVITY LOAD TABLE 06/29/1 LOADS USTED 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 UNTEL 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,E TYPE B 28 TYPE C 32" TYPE B 32' TYPE C 2' 10" 1' 6" 2231 3069 3719 32M 5163 6W7 8054 9502 10000 3069 46M 5206 6113 7547 8974 10000 10000 3' 6" 2' 2" 223E 3ti69 3719 32M 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 54M 6224 1969 4375 5206 6113 7019 8672 10000 10000 4'8" 314" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4%7 5365 4766 5817 7074 8203 5'4" 4'0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5' 10" 4' 6" 850 1105 1173 1" 1631 2090 2549 30M 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 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" 10,0" 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 121O" 10'8" 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' Olt 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14'0" 1218" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 1W 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* 24S9* 17'4" 16-0-1 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* 1 960* 1177* 11415* 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* ESTRESSED ITRii" W/2" RECESS U-UNTELS ype A = Unfilled no Rebar Type B = Continuous Grout Steel per Plan in Bond Beam Onl • Type C = Conti nous Grout Steel per plan in Bond Beam & Untel FROM DRAWING 2X12 BOX HDR. W/2x8'S TOP & BOT. FASTEN w/10d X 3" NAILS 0 6" O.C. 2x8 TO 202 PT 2x12 AT WALL TO BE FASTENED TO PRECAST w/ (2) ROWS STAGGERED OF 1 /4" x 4" TAPCONS 0 16" O.C. MAX. S.G.D PER PLAN, INSTALL PER MAN. SPECS. POCKET S.G.D. DETAIL 3 SCAM:: NTS C.OJL# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 2W9 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAININ NIESE, PE P.E. W 86025 FLORIDA 3/31/21 DATE t� 7'E ., • Q h Al. o=> e-� G10 � rr O 0 pip A� V� 0 v '.q r0 0 bA .2 N as *PulteGroup- 90 <0 0 �g N ED •'1■1 o r� n r� can 00 W O N QJ rn 1.4 I-� 1� O w 16.4 F--1 w F-� � o PRODUCT MANAGER IRELEASE I nATF• YY /YY /YYYY PROJECT TYPE SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4,2 NT. FNI,SH IxWOOD Ix PT. BUCK ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL WOOD BUCKATTACHMENT: tx CUSTOM P.T. BUCKTO MASONRY MATCH FRAM WDTH, ATTACH w/ T NAILS @ 0 FROM ENDS AND 1? O.C. AEMAlM ATTACH WNDOWTHf6J BUCK INTO MASONRY PER RORDA PRODUCT APPROVAL ALTERNATE: 2x OR GREATER BUCK TO MASONRY BULTJY THICOMIESS < 21be =1/49 x 0 TAPCONS @ V FROM ENDS AND 17O.C. REMAMOER. wl 1114 EMBIDMENT TYPICAL WINDOW ATTACHMENT DETAIL scalm N.T.S. yule] M,0Kto] WOODBUCKATTACHMENT: NT. FNISH NOR GREATER BUCK TO MASONRY IXWOOD BLLT'MTH KXNESS <21/9=1/49x4 2xP.T. BUC( TAPCONS @ CFROM ELAND WO.C. REMANDERw/ 11/40EMBBMENT ATTACH DOOR PER ROFIDA PRODUCT APPROVAL BRK2( MOLD ALTERNATE: 1x CUSTOM PT BUCK TO MASONRY MATCH FRAME WIDTH, ATTACH wl T NAILS @ CFROM ENDS AND 1? O.C. REMANDER. ATTACH DOOR THFAJ BUCK INTO MASONRY PER FLOADA PRODUCT APPROVAL TYPICAL DOOR ATTACHMENT DETAIL Soow N. T. S. WGM -150 ill rIvila 0 0 ' 2X6 WOOD BUCK ANCHORED TO CMU w/ 1 /? x r 1' BOLTS OR 516' x 6' SMPSON TITM HD'Swl?WASHERSATWO.C.& W M 6-OFTOP AND BOTTOM, OR (2) FRAMEMMU ROWS OF 11fx TMASONiiY SCTM @ MASONRY 1?O.C. STAGGER ROWS r FROM EACH END 1/?x 21 /0 HLTI OEM ANCHOR OR EQUAL MIN. 11/? EMBED INTO MASONRY (1) PER BAACO FRAME TO MAo TYPICAL GARAGE DOOR ATTACHMENT N.T.S. 0 0 1`301y.ZMo w CONNECTOR FASTEN ERS ALLOWABLE LOADS CITY TYPE GRAVITY (Ibs) @ 1.0 UPLIFT( I bs) @ 1.6 LATERAL (Ibs) @ 1.6 META16 8 0.148"xl-llr -- 1450 F1:340 F2 : 770 HETA16 9 0.148"x11/2" - 1810 F1:370 F2: 770 (2) META16 1-ply 10 0.148"xi 1/2" -- 1875 f2. 680 F 2 : 770 (2) META16 2- or 3-ply 14 0.162"x3-1/2!' 1795 F1:129S F2 :1080 (2) HETA16 1 I 10 0.148"xl 1/2" -- 1920 F1: 680 F2:770 (2) HETA115 2- or 3-pl 12 0.162"x3-1/2" - 2365 Fl . 1350 F2 : 1430 HSTM16 8 0.148"xi-12" -- 1110 F1:120 4 1/4"xl-3/4" Then 2 F2 :90 MTS12 14 0.148"xi 1/2" -- 990 _- MTS16 14 0.148"x11 r -- 990 -- HTS16 16 0.148"xi 1/Z' -- 1310 -- HTS20 24 0.148"xl1/2" -- 1310 -- LSTA12 10 0.145"x21/2" -- 925 -- LSTA18 14 1 0.148"x2-1jr -- 1235 -- LSTA30 22 1 0.148"x2-1/2" -- %40 -- MSTA30 22 0.148"x2-1/2" -- 2050 -- MSTCS2 fit 0.148"x3-1/e -- 4735 -- MSTcm40 10 4"xl 4" Titen 2 -- 28 -- 14 0.148"x3-1/4" MGT 22 0;148"x3" -- 3965 F1:775 1 5/8" ATR F2: S2S VGTIior L 1 811 ATR -_ 222S Fl . 650 16 4"x3"SDS F2:630 VGTR/L 2 518" ATR -- S54S Fl : 650 32 4"x3"SDS F2.630 VGT 1 5/8" ATR -- 4940 Fl :1185 16 1l4"x3"SDS F2. S90 (2) VGT 2 5/8" ATR _- 7185-2ply 9890. 3ply F1:1185 32 4"x3"SDS F2:590 DTTZZ -1 8 1l2" ATR 1/4"x3" SDS 1825-2x4 min 2145-(2)2x4min -- HTT4 1 5/8" ATR _- 3610 -- 18 0.148"x3-1 2" HITS 1 $" ATR -- 4670 -- 26 al48"x3" HTTSKT 1 -5/8" ATR -- S445 -- 26 SD #lOx2 l 2" AB1144Z 1 5/8" ATR 7570 1900 -- 12 0.162"x3112" AR3t166Z 1 5/8" ATR 5 24a5 -- 12 0.162"x3-1/2" H2.5A 10 0.131"x2-1/Z* -- %S F1:110 F 2: 110 H i0A 18 0.148"xi 1/ 2" -- 1340 F l : 565 F 2 : 285 H10A-2 18 0.148"xi 1/2" -- F1: 680 F2 : 260 HUC48 14 1/4"x2 3/e Titen 2 3500 1135 _ 6 0.148"x3" WS26 4 0.14EN3" 865 U65 -- SPH4 12 0.148"xl-i/Z' -_ Side; 640-- Center : 1280 DTC clips 4 3/16"x2-3/4" Titen 2 -- -- F1:85 2 0.131"x21/2" F2.135 A35 12 0.131"xl l/2" -- -- Fl . 650 F2 : 670* SDWC15600 1 SDWC15600 -- 615 F1:130 F2 : 225 SDWC1545O 1 SDWC15450 -- 295 F2: i50 C.O.A.# ARCHITECTURE: AA26002802 C.OA.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 3/31 /21 DATE STAT W�ti i� RtOp Non AL j O t' / 1 M r� O 0 *) V J\ O DO � A� W 45 M U co N � *PulteGroup- MANAGER RELEASE DATE: xx /XX /XXXX PROJECT TYPE Sinkle Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.2.1 STRUCTURAL SHEATHING. — REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. PER ELEV. FLOOR JOIST OR TRUSS SYSTEM & DIREC11ON PER STRUCTURAL INTERIOR W32 TYP. 2-STORY WALL (2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' O.C. STAGGERED INSULATION AS PER SPECS. 2x LEDGER ATTACHED TO (2)W HEADER W/ 10d NAILS 0 6' O.C. STAGGERED PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. STRW6'ERS TOE NAILED TO 2X LEDGER W/ (4) 10d NAILS. SHINGLE (OR TILE ROOF PER SPEC) — TRUSS STRAP PER STRUCT. DETAILS 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' TAPCONS TO SLAB TOP OF WALL (REFER TO ELEV.) DI —OM FASCIA PER COMMUNITY SPEC SOFFIT & OVERHANG PER SPECIFICATIONS (2)2X8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' O.C. STAGGERED 2X LEDGER ATTACHED TO (2)2XB HEADER W/ 10d NAILS 0 6' O.C. STAGGERED STRINMRS TOE NAILED TO 2X LEDGER w/ (4) 10d NAILS. 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' TAMS TO SLAB REFER TO 2ND FLOOR JOINT DETAIL RIM BD. OR TRUSS PER OL 0'-0- - STRUCT. _4 TOP OF FLOOR (REFER TO ELEV.) A� MPICAL STAIR DETAILS TOP OF CMU (REFER TO ELEV.) BOND BEAM PER PLAN EXTERIOR SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS SEE STRUCT. DETAILS FOR VARIATIONS 0 -0 FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. CLG. JOIST 016' O.C. CLD. JOIST 016' O.C. ELEV. PER PLANS STAIR LANDI G ELEV. & SIZEIPER ARCH. PLANS 2x6 LEDGER SUPPORTED BY ONE OF THE FOLLOW STRUCTURAL SUPPORTS: a KNEE WALL BELOW (JOIST HANGERS NOT REOIARED) b. (3) 16d NAILS INTO EACH STUD (16' O.C. MAX) c (2) Y• x 2 i< CONCRETE SCREW 012' O.C. TO MASONRY (2) 2x8 HEADER. SUPPORT VM KNEE —WALL OR (8) 16d NAILS INTO STUD 0 WALL 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS 0 6' O.C. STAGGERED SECURE 26 FLOOR JOISTS 016' O.C. TO HEADER w/1J1526 JOIST HANGERS w/(4) 10d TO JOIST & (6) 10d TO LEDGER GRASPABLE HANDRAIL; 1 1/4' MIN M 1-1/2' MAX DIAMETER GREATEST VALANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD SHALL NOT BE GREATER THAN 3/8'. GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST RISER SHALL NOT BE GREATER THAN 3/8'. HANDRAIL BRACKETS TO BE CONNECTED TO FRAMING PER "a REcaMMENOADONs SECTpN 1/r Mw RETURN HANDRAIL INTO ,X BACKER BD. PLAN IF USING PREMANUFACTURED STAIRS, FOLLOW THE DETAILS PROVIDED BY THE MANUFACTURER. 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/(2) 16d NAILS 016'O.C. 23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) 2x BLOCKING 4'-O' O.C. FOR TWO BAYS. NAIL FLOOR SHEATHING TO BLOCKING w/ 8d NAILS OT 4' D.C. I. �\ TRUSS PER PLAN SHEATHING PER PLAN META16 ANCHOR 0 24' STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/2-16d NAILS 0 EA. JOIST - DIAG. REQ. 0 BLOCKING. NAIL w/ (2) 10d NAILS 23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' 0 E.E. O.C. 0 EDGES & If O.C. FIELD NAILING (MIN) FIELD FRAME 20 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS 016' O.C. w/ (2) 16d NAILS 0 EA END NAILING PER DETAILS 8' KNOCKOUT BLOCK w/#5 CONTINOUS BAR GROUT SOLID 8' CMU WALL OR POURED CONC. WALL, SEE PLAN FOR VERT REINF. TRUSS PER PLAN —� SHEATHING PER PLAN-- /" META16 ANCHOR 0 EA TRUSS OR 0 24' O.C. TO STRUCTURAL RIM IF JOISTS ARE USED LOOK TRUSS/JOIST TO MASONRY WALL H10A 0 EA TRUSS w/ (18) 10dx1-1/2' NAILS TRUSS BOTTOM CHORD — SP2 w/ (12) 10d NAILS TO EA STUD. INSTALL ON OPPOSITE SIDE IF CONFLICTING w/ H10A 2x STUDSO 16' O.C. SP1 w/ (10) 10d NAILS TO EA. STUD — 23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' O.C. 0 EDGES & If O.C. FIELD NAILING (TIN) TRUSS/JOIST PER PLAN — \ DOUBLE TOP PLATE NT. 2x PLATE w/2-16d NAILS 0 24'0.C. LSTA12 0 EA TRUSS VERTICAL - BEND 0 BOTTOM PLATE FIELD FRAME 20 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS 016' O.C. w/ (2) 16d NAILS 0 EA END LSTA12 0 EA TRUSS VERTICAL - BEND 0 BOTTOM OF TOP PLATE FRAMED BEARING WALL SEE PLAN AND WIO DETAIL OOR TRUSS/ STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT NAILING PER DETAILS (4) i6d NAILS RIBBON TO EA TRUSS 8d NAILS 3' O.C. WALL SHEATHING TO EACH TRUSS (4) 16d NAILS RIBBON TO EA. TRUSS NAILING PER DETAILS 8' KNOCKOUT BLOCK w/15 CONTINOUS BAR GROUT SCUD 8' CMU WALL, SEE PLAN FOR VERT REINF. iT w/LET-IN ON MASONRY WALL STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED 0 EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING WL SHEATHING TO BOTTOM 'LATE AND BEAM OR 3tDER WITH HORIZONTAL WUNG PER DETAILS oLm TAIL ruAm IRUJJ GIRDER I L8 12-STORY CONNECTION @ BEAM SHEATHING PER PLAN / SP2 w/ (12) 10d NAILS TO EA. STUD. 2x STUDS 016' FL1C FLOOR TRUSS/JOIST TO FRAMED WALL FLOOR SHEATHING WITHOUT SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED 0 EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING NAIL SHEATHING TO BOTTOM TRUSS/JOIST PER PLAN PLATE AND BEAM OR GIRDER NTH HORIZONTAL SHEATHING PER PLAN NAILING PER DETAILS TRUSS/JOIST CONNECTION BEAM OR FLOW TRUSS TO BEAM PER MANUF. GIRDER 2-STORY CONNECTION @ BEAM FL9 0 0- 0 25 0 r fesw T r~- eV^ v o 1i a ON r-4 00 L M as O N H Q 7=11 i 120 0 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX C.O.A.# ARCHITECTURE: — AA26002802 C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Famfl Cl THOMAS A. WEBER, PE 3 P.E. # 73242 FLORIDA o ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86026 FLORIDA INte vMi 3/31/21 PLAN NAME U Whitestone NPC CHILD NUMBER o No. 8602 2117.501 N _ * c TATE SHEET S43 0 ,,AS'Dr U/10