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HomeMy WebLinkAbout36899 Highland Meadows Ct!VUI�ViIY`I�IVIII�'ll�yl JVi;IIVIIWIWIVIVIi��lliVdllVViWaI��d�lU+,al<iilll�''ll ��III�dI;V�,If11�4;Ld191�1ll1,;�u�:�wwnuvwru�lwd�y��yuau�wur�rwir�va�Ww�wl�u�uu�l��lc�r�uu �� 1 �v�rC�i�r% WIA 2 i• ' u' �l PLAN 7 �y � e e Nt �` �� ti. 3 t s 4..' v-la L.E, APPLICABLE CODES - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL -2017 NATIONAL ELECTRIC CODE -BUILDING TYPE VB GENERAL NOTES WIDTH DEPTH SHEET LIST TABLE 40 -0 64-8 " Sheet Number Sheet Titie LOT SPECIFIC AREA TABLE G0.01 Cover Sheet. Description TOTAL GO.02 General Notes :CONDITIONED SPACE Al .11 1 st Floor Plan CMU-1ST FLOOR BASE PLAN 1651 SF Al .21 2nd Floor Plan CMU-2ND FLOOR BASE PLAN 1243 SF A2.01 Front Elevation & Details 2894 SF A2.02 Side & Rear Elevations & Roof Plan :NON -CONDITIONED SPACE E1.1 1 1 st Floor Electrical Plan E1 .12 1st Floor Electrical Options CMU-COVERED LANAI 260 SF E1 .21 2nd Floor Electrical Plan CMU-FRONT PORCH ELEV CO2 100 SF E1 .22 2nd Floor Electrical Options CMU-GARAGE 2 CAR 416 SF P1.1 1 1 st Floor Plumbing Plan 776 SF P1.21 2nd Floor Plumbing Plan 3670 SF S0.1 Cover Sheet S1.0 Foundation Details S1.1 Foundation Plan S2.1 Wall Base Plan S2.2 2nd Floor Wall Plan S3.1 Framing Plan S3.2 Framing Plan High Roof S4.1 Roof Details S4.2 Wall Details S4.2.1 Wall Details S4.3 IFloor details LOT SPECIFIC OPTION SELECTIONS ontiguration Choices )t Setback Choices rst Floor Plate Heig hoices levation Choices en Layout Choices Setback '-4" Plate Height oastal (CO2) 45 uilt—in Kitchen Layout 4 Laundry Layout Choices aundry Room Layout 1 (No ink Exterior First Floor WallMU Exterior Wall or tiecona r ioor wa 4 Exterior Wall dditional Hose Bib Location ear lex Room CeilingChoices TrayCeiling lex Room Choices Bedroom 5 arage Bay Choices —Car Front Load arage Handing arage Left arage Water Heater Choices lectric Water Heater arage to House Entry Itepped Entry ier's Bath Layout Choices rutdoor yout 1 Standard Shower ier's Suite Ceilin Choicesat Ceiling r Living Area itchenices Kitchen r Uving Area Patio Cover Covered Lanai ices 1 3 Shower Choices Tub Shower Combination hering Room Ceiling ray Ceiling 3tnering Koom uoor unoicesivocket tinaing mass uoor Ceiling Choices VIC t Ceiling Ind Deed Choices nd 5Deed 14 LOT SPECIFIED PLAN INFORMATION CustomerNarne Market Home *, 6871-00601 Address 36899 HIGHLAND MEADOWS COURT ZEPHYRHILLS IFL 133542 Community 6871 JOAKS OF PASCO 6871-00601 1 ---- 0 0 o� 1 � o0 r+ o 0 (I o 00 p� ;~ o a) Vr-+ M •� N c� �o '""'� rr cc% M :g N � tPulteGr,Oup� O O � � w 00 � N O o � o cd CU o CU 00 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pute PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET 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 Pu IteGrou SHALL BE ISSUED TO THE BUILDING DEPARTMENT — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF —PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER 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"00" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC POCKET DOOR SPACE SITE ADDRESS FIRE—RESISTANT CONSTRUCTION — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY EXTERIOR THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR — WATER RESISTANCE A 20—MIN. FIRE —RATED DOOR GUARDS AND WINDOW FALL PROTECTION o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS — �" 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 — %" 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 �" 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), 0 34"-38" ABOVE SLOPE PLANE corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 X 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 1 1/"-2" GRIP SIZE OR GRASPABLE FINGER RECESS inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES o exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. 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 0 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 underlayment meeting the performance requirements specified, is required to be applied over KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS the FBCR for fastener type and spacing). o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND ■ Two layers of felt underlayment comply ASTM D226 Type II or ASTM 4869 Type III or IV, or ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT two layers of a synthetic underlayment meeting the performance requirements specified, SURFACE — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE lapped and fastened as specified. ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING — FLASHING R903.2 WET AREAS FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT shall be installed in a manner that prevents moisture from entering the wall and roof through TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS joints in copings, through moisture permeable materials and at intersections with parapet walls and LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. other penetrations through the roof plane. SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 WOOD — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 INSULATION N O N M S CD 0 U 0 �o0 O n' W r� o � o 00 QCrN � o U c� � w cz N � O O � � w Cn 00 '� 4.� °' O o � Cn C as x W Cc M PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE 1.4. � " SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET G0.02 P 40'-O" L 7'-2" 1. 32'-10" I_ 2'-3" * (2)125 SH 14'-0Y2' OWNER'S SUITE FRAME SLOPED CEILING TO MATCH SLOPE OF STAIR 9'-6n 5-11" APPROX. ..■/ LOC. OF AC PAD. MOVE AS • tt ........... I-- . ...... i�'••,iwic ;II i f I � a In 3 3 OWNE 'S BATH l� 3 { Q 5'-5Y9" 2 f� 0 2R2S 26'-0" 22'-0" 2'-0" ---- SOFFIT -------------- SOFFIT— I COVERED LANAI I C7 1 � �Z 1 1 =o 1 z o I o 1 � 1 13'-0" 13'-0" I R.O. TO BE VERIFIED F 25'-11Y"1 DOOR MANUFACTURER TRAY CEILING GATHERING ROOM fj, 2n J1TI Y UP I I� I� I I 10'-2" 4'-3" " L-I----------- 11-0. 10 8 FRAME OPNG. AUC�AECESS 1 I I KNEE WALL 6'-3" BELOW STOR I 1 I I I 1 I I I 1 I I I 1 1 1RiS III, 42" KNEEWALL OPT. OPEN RAIL n 9-1 2 HANDRAIL C- I M N Lo LAUNDRY O WASHER IS ALWAYS ON LEFT ?: r— -------lr -- ---� N I I1 I 3'-�" ; 6'-�" ;; 1 I I 1 ENTRY O " N DRYER PLUMBING DROP 2/8 VENT LOCATION 19'-4r2 6'-10" CAFE �a I 1 l 1 Z I 1 LJ..I -1 > 1 0 I XDW E o CD C14 I N I � w E 00 0 9 -� o> I I I � f I � E 1 � E 1 , I I I 1 if7 , Lj --� E KITCHEN 8'-V 5' O t E \O 3' OY" ----------- 1 � OPT I r�, `" REF. N P BEDROOM 5 13'-5Y I o 00 I LEGEND MASONRY - CONC. BLOCK OR BRICK WALL 149104"RO", M' 2X FRAME WALL PER PLAN 4ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4Y DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. 12:f CEILING TRAYS ARE TO BE RECESSED INTO THE TRAY UP TRUSSES 12" U.N.O. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -20 WALLS ARE DRAWN 3 1 /2" THICK -2x6 WALLS ARE DRAWN 5 1/2" THICK -8" BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING FURRING � o Mod � r--a � 00 c� v O � O 00 �I O O� d U� M 03 O c" , N 0 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL 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 7-1/4T DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. 12:f CEILING TRAYS ARE TO BE RECESSED INTO THE TRAY UP TRUSSES 12" U.N.O. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -20 WALLS ARE DRAWN 3 1/2" THICK -2x6 WALLS ARE DRAWN 5 1/2" THICK -8 BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING FURRING 10'-8 3/4 11 2ND FL . 9'-41f 40'-0" TRUSS BRG. 19'-2" 2'-0" 5-3 1/2" 13'-6 1/2" T.O. WINDOW 5-11 1/2" " 7'-10 1/2" 11'-4" HANDRAIL 1 I I I I I 1 I I I 1 I •, I I I I I I I I I I I I I Z' N 1II 1I1 1II 1 =O f " N ------------ — o FINISH FLOOR 42" KNEEWALL O 11'-11 1/2" OPT. OPEN RAIL -- - °� TB ti II b f N BEDROOM 2 E f ` BATH 2 _N k I f k i TR E O N LOFT STAIR CALCS. .E. \ 2 _.o /2" 3'-5 1 /2" ' i -� FRAME i °� FLOOR TO FLOOR HT. 101-8 3/411 CD CD M I I �2E 3IOG FOR �6 - - - RISERS 17 t7-9/16" �'- —'--JAUC SCUTTLE 1R1S TREAD 17 @ 10 .,.:3 NOSING 1 ` 1R1S N HANDRAIL ar := 3'-0" 3f-11" 4'-10» 51_3" 1'-5 1 /2" 4'-8 1/2" 15'-0" �, GRASPABLE 1-1/2" MIN 1 1/2" MIN. �� HANDRAIL; 1 RETURN ��a.,,l,„ `�f N.a ,��, f...�r a�... a ff 1/4 MIN TO HANDRAIL L 1-1/2" MAX PLAN INTO1X I 4S 6 BEDROOM 300 -' DIAMETER "� , — BDACKER c14 B. WIC 3 1 R1S j SECTION BEDROOM 4 I STAIR DIAGRAM \wW ion 2030 FIXED(TEMP) 3OX SH* 305D SH* TREAD I WIC _ CID;w o I �� I s 4 1 2�cF� 1" NOSING .... " u 1R1S o I 3050 SH* 3050 SH* 10'-0" 10'-0" 3'-0" 3'-0" 4'-1"1, 5'-10" 4'-111 20'-0" 6'-0" 14$-0" Ilk 40'-0" T SECOND FLOOR PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) .o O o d co J 00 c� O VJ � O � O 00 ;� A� CN d U� c� cz •O V cf) 41 N as tPulteGroul 0 O c'n � w 00 p � v � w A � � N PRODUCT MANAGER RELEASE nATG• vv /vv /vvvv PROJECT TYPE Single F* SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.21 00^ a 00 i s 10'-8 3 4" 2ND FLR. ..a ." ik 8'-0" T.O. WDW 5/4" X T 5-1 /2"X5-1 FOAM BRAC COLUMN DETAIL ESCALE: 1/2" = 1'-0' 5/4"x4" SMOOTH TRIM MATERIAL 5/4"x4" SMOOTH TRIM MATERIAL II 5/4"W SMOOTH TRIM MATERIAL TYP. FRAME HEADER/ SILL DTL. SCALE: 1/2" = 1'-0' ip 5/4" SMOOTH TRIM MATERIAL FRAME FRIEZE BANDING DTL SCALE 1/2" = 1'-0" G u Is C FRONT ELEVATION SCALE 1 /4" = 1'—O" (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) D +1 1/2' + 1" N 11 1 + CMU HEADER DTL. SCALE: 1/2" = 1'-0" 4" CMU SILL DETAIL SCALE: 1/2' = 1'-0' SMOOTH PANEL SIDING 1'-4" 2" B&B @ 16" O.C. GABLE DETAIL SCALE: 1/2' = 1'-0" 5/4"x4" SMOOTH TRIM MATERIAL 4" i BRACKET DETAIL SCALE: 1" = 1'-0" O o 'di M C? r� nJ' W 00 41 M O 0 r n �) O � O DO � !"1 O � o � w C', N � *PulteGroup- RODUCT MANAGER RELEASE PROJECT TYPE I Single Familv SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.01 Q 3 0 0 0 4d c 0 0 a� w 0 CV O CV co 0 N O N w o J d ROOF PLAN SCALE 1 /8" = 1'—O" (NOTE: SCALE 1 /16" = 1'—O" ON 11 x17 PAPER) SIDE ELEVATION SCALE 1 /8" = 1'—O" (NOTE: SCALE 1 /16" = 1'—O" ON 11 x17 PAPER) -ATTIC VENTILATION ZONE 3- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 100 14400 0.333 48.000 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SO. IN. ANTS OF SQ. FT. 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 SQ. 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. SQ. FT. SQ. IN. 1072 154368 3.573 514.560 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. SQ. FT. SQ. IN. LIN. FT. VENTS 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 SO. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY 0 - _ o \ I r7 I r 0 00 I oo d 0o I o o 00 o co 00 -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. SQ. FT. SQ. IN. LIN. FT. VENTS 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 COMMUNITY SPEC (+1/2") TYP REAR ELEVATION SCALE 1 /8" = 1'—O" (NOTE: SCALE 1 /16" = 1'—O" ON 11 x17 PAPER) SIDE ELEVATION SCALE 1/8" = 1'—O" (NOTE: SCALE 1/16" = 1'—O" ON 11x17 PAPER) E5 N O N S C.� O U O O Lo I r__4 00 0 u) � O O �I 00 �-I d1 O 4� a\ V c'n di M ct! V O � � w bA •;6_1 SZ. �...i co N as tPulteGroup- => 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 A2.02 FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) II ELECTRICAL SYMBOLS p STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI 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 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 -0-P0 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 4 LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 0 EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE c LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE �S SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT O THERMOSTAT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ GARBAGE DISPOSAL (GFCI PROTECTED) (TES DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT G00 OPENER DATA/TV �oia s MEDIA /SWP BOX f DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT P 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 'Tb ��— i I i ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP D COMBINATION SERVICE 120-240 VOLT 20D AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I 1#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE � O m M0 co W O 0 v J: C:> 00 O c7% U m r ..' c� c� � c� w bb N � *PulteGroup- C'4 0 o O cn 00 � U p � H U czcu nz W Q w x w xI v-4 PRODUCT MANAGER RELEASE DATE: XX/Xx/XXXX PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.11 cr ;n 0 a 0 0 U w 0 0 w 73 0 U N 0 N W K 0 J d COVERED LANAI I �—®R R R ` , OPT. <' 9PT. OF OPT t COACH LIGHT FIRST FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) TO SWITCHED GFCI'S ABOVE ----------------IN- SOFFIT LIGHT n1 n)I 7i it TYP SPACING METAL STUD, TYP. TYP. SPACING END NAILS, TYP. U;;;;;; , �20 WOOD BLOCKING INSIDE METAL LWOOD BLOCKING STACKED BETWEEN TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS PLATE, TYP. A METAL STUD, TYP. WOOD BLOCKING INSIDE TOP OF STACKED BLOCKING 2x6 WOOD STACKED BETWEEN BLOCKED METAL STUDS, TYP. METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE -END NAILS, TYP. /41 110V DUPLEX OUTLET LOCATION CHASE OUTLET LOCATION [V Lo L+- -H 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING II ELECTRICAL SYMBOLS Il STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OW/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. BE SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ODW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET $4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY ' LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT 1' PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT -P - LIGHT FIXTURE / VAPOR PROOF Z� 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 OS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT TO —EPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ CHIDES GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV E S MEDIA /SWP BOX f DATA /TV OUTLET . ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT n 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/O COPPER 1-3/0 ALUMINUM T FPS' ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT MT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL HOD 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS IIIffil".11111l1 a 111milmilmilm I I - I 1111#4 SERVICE GROUND -=: � � T�j�l CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE 0 O Lo v M� ? rM� W cY3 O 000 Q � �-1 O M cz c O 0 N 0 u o M Z O w � Cc O >� � N Q - U 0 U U cis (aj w O w � ono PRODUCT MANAGER RELEASE IIAW. vv /vv /Vvvv PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.12 iZ N O N w 0 J CL L SECOND FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) — II ELECTRICAL SYMBOLS II 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) f—I STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) *FCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ®0W DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT �- LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE /VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 0 EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE X=c= LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON F'?j ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT THERMOSTAT -O PB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ GARBAGE ARB RoDP SAL DAMES DOOR BELL CHIMES 910 GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TV ��oin s MEDIA /SWP BOX It DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER 14 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 II I I II- Tb i III I II III IIII ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP M 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 1#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O o O � MC t'J � rMM� n, W W N p 0 ul) O 000 IT Q ulli iti o -F, N U `Y' cn m i Q) -O r V 0 c� cl) N � llkPulteGroup- cu �N o V � V o � � � as w asnz O C) �0-, Q 0 op N A PRODUCT MANAGER RELEASE nnTr. vv /vv /vvvv PROJECT TYPE Sinele Familv SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.21 ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/GFa STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY Y LIGHT FIXTURE - CEILING MOUNT F(> LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT - LIGHT FIXTURE - EXTERIOR WALL MOUNT R LIGHT FIXTURE - LED DOWNLIGHT `�" LIGHT FIXTURE / VAPOR PROOF 2 LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 0 EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE y'r'r PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SMOKE/CARBON Et ELECTRIC METER SC MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) THERMOSTAT EMERGENCY LIGHT -OPB PUSH BUTTON TELEVISION OUTLET OPT. SWITCH T TELEPHONE OUTLET CHIMES /O/ GARBAGE DISPOSAL DOOR BELL CHIMES ' (GFCI PROTECTED) GARAGE DOOR C(a) WIFI HOTSPOT BEDROOM 2 GD O OPENER no j 3'-1 1/2" 3'-1 1/2" MEDIA S MEDIA /SWP BOX DATA/TV ^ ^ DATA /TV OUTLET 5-6 1/2" 5-6 1/2" R OPT. , <�-- - >__ ,,-OPT. ELECTRIC MOUNTING HEIGHTS OPT *T" o , OPT. �, STANDARD RECEPTACLES INTERIOR 18" AFF LO N STANDARD RECEPTACLES EXTERIOR 18" AFF BATH 2 STANDARD SWITCHES 44" AFF T-1" DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF ^> ; MICROWAVE / RANGE HOOD 78" AFF t OP L TBUILT-IN MICROWAVE 66" AFF <', > . [N; NOTE: MOUNTING HEIGHTS ARE TO THE CENTER N , _ 150 AMP 42 L'"_Y_'� CIRCUIT MAIN ,,--�' METER CIRCUIT � BREAKER OPT. ,,-' OPT. BED OOM 3 a #4 COPPER R 2" PVC CONDUIT 0 1/2 PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM OPT, PVC 1-1/0 COPPER 1-3/0 ALUMINUM - III I— '1d0 r'��OPT. TV TO 1A1 ' �' ic L BEDROOM 4 o OPT. ELECTRICAL RISER DIAGRAM NOT TO SCALE to- w1c RON*4 0 SER CABLE 150 AMP coy, 3-8 1/2 3-8 1/2 COMBINATION SERVICE 120-240 VOLT 0---IN M SOFFIT 200 AMPAND 1 o ;.1NP/GFCI 2PH DISCONNECT ECTR CMETER NEMA PANEL MLO MCB 3R ENCLOSURE — OPT. TV — — �, Dv, - — INTERSYSTEM BONDING SWITCH BELOW TERMINAL AT LOW VOLTAGE L.� CONNECTIONS CV N N WP/GFCI------------- ------------- IN SOFFIT ------ - \-------------------------- ---- - a I II U 1#4 SERVICE GROUND CONNECTED TO CONCRETE N - ENCASED STEEL CD ELECTRICAL RISER DIAGRAM cV `5 SECOND FLOOR ELECTRICAL OPTIONS a w SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) NOT TO SCALE ALTERNATE 0 J d o O t'J ? , Wn Mr'� W c� v O 00 => Ucn r-+ • 'C21 O � w .� N � r \fl O in w 0 F--i 00 C) cu U 0 o c U a � cis w O rq C) _)c 5:.� F-a w Qj � Q � can N PRODUCT MANAGER RELEASE DATE: xx /XX /XXXX PROJECT TYPE /'1 • 1 T SPECIFICATION LEVEL 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 11 x17 PAPER) 0 O O in r--t � o0 o O � O 00 n� �-I CN O cu �1 U `-q M c� •� .O � w n3 N � *PulteG-rou,T PRODUCT MANAGER RELEASE X PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET pill THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY SECOND FLOOR PLUMBING PLAN SCALE 1/4" = 1'—O" (NOTE: SCALE 1/8" = 1'—O" ON 11x17 PAPER) N O CV U of 0 U 0 o M Mo � 00 c� o O \ O 00 ILI d1 O o� U `Y' 1 c� c� 4-4 N 0 tPulteGroup- C14 o o � w 00 -�-� �D 0 c as �>:! 4c w � � Q x c N PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte 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 APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR, ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACKCHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY RELDSTONE. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE. 6. ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-POSITVENL06: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-16 140 MPH THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION ) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE "C" 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOLING PLACEMENT. 2. ALL FILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8". CONFORM TO ASTM D 1557. 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. 4. FOOTING BACKFILL AND UTILITY TRENCH BACKHIL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. 5. ABANDONED FOOTINGS, UTIUTIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. D. CONCRETE: 1. CONCRETE SHALL CONFORM TO THE "BUILDING REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. 2. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK ALL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER % OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS 7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. 9. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. 10. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. 11. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1'. ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5" SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0" SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE Y2' TO 2 Ya" IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL. 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 (f m = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8" x 8' x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. 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 OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. 7. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 8. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 9. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. 10. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL. SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK 144 20" 3" 10" #5 25' 3-3/4" 10" #6 34" 4-1/2" 11" #7 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, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO BE: CLASS "B". MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. 4. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. 5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8" -3/8" d>=8 in +/- 1/2" -1/2" TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2" G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NDS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER 0 16" O.C. FOR WALLS 9'-5" OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPF OR SP NUMBER 2 OR BETTER @ 16" O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 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 20 STUD WALL PROVIDE: (1) 20 KING STUD AND (1) 20 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH Y� TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8" O.C. FOR EACH, U.NO. 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. 10. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12" O.C. UNLESS NOTED OTHERWISED, 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL. TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" Q.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" (INCHES) O.C. MAX. OR AS OTHERWISE NOTED. S U U S ALL NON -BE WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 4. FRAME WALL PTO UNDERSIDE OF ROOF TRUSSES AT A NON -BEARING TRUSSES D GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 5. ALIGN TRUS AN HAND FRAMING SO ALL YP UM WA 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 8. ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL BE DETERMINED BY THE DELEGATED TRUSS ENGINEER 9. ALL TRUSS -TO -TRUSS CONNECTIONS, BOTH GRAVITY AND UPLIFT, ARE DELEGATED TO THE TRUSS SYSTEM ENGINEER AND CALLED FOR ON THE MANUFACTURER'S LAYOUTS. A KI PuOD A OF. 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2" DIA., EMBEDDED 7". USE 10" LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3"x3"x0.229" PLATE WASHERS 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON 'STRONG -BOLT 2' 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON `TITEN HD' 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' OR SIMPSON AT-XP' SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIMPSON SET-XP'. 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE: SIMPSON POWDER -ACTUATED FASTENERS' b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON TTEN SCREWS' 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET' 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL. 8. PRE -APPROVED SUBTITUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS. a) 1/2" DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4" EMBEDMENT DEPTH AND 4'EDGE DISTANCE b) 1/2" DIA. SIMPSON TTEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9. PRE -APPROVED SUBTITUTTONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2" DIA. SIMPSON 'TITEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2" DIA. F1554 GR. 36 ATR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 10. PLACE ANCHOR BOLTS AT 4" MIN AND 12" MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4" FROM CONCRETE EDGE, AND SPACED AT 24" O.C. MAX. 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 13. BOLT HOLES SHALL BE 1/16" MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A Y4" DIA. HOLE 6" DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36" LONG #5 REBAR WITH SIMPSON TYPE "SET" EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12" LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. IF THE WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX. 16" HIGH AND 4" WIDE AT THE FLOOR. DRILL HOLE AND INSTALL A 32" LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS. 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-Y4' FROM ANY EDGE FOR Y2 BOLTS AND 3 Y" FOR h AND Y4" BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5" MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24" TO 16"). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM r x 6", OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE "SET" EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6" MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 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 CAP IS GREATER THAN 1 1/2", INSTALL NEW ANCHORS. 4. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY V OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN %" AND 1 r, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 r, 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 607. 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 AREAS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4'X1-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'f-SDS3 WITH (12)-1/4N3'SDS SCREWS, WHERE '#'CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOP/BOTTOM PLATES a. FOR PLUMBING/MECHANICAL UTILITIES A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2'WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/270 THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1TROM THE EDGE OF THE PLATE. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS TABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2'BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTILIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3" WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTTTIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7" ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2. SOFFIT, OTHER THAN THE EXTERIOR GRADE SOFFIT BOARD OR SOFFITS USING HIGH -RIB METAL LATH AND STUCCO, SHALL HAVE THE PRODUCT APPROVAL NOTED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS SUBMITTED. ALL ALUMINUM OR VINYL SOFFITS SHALL MEET OR EXCEED THE REQUIREMENTS NOTED ON THIS SHEET IN REGARD TO DESIGN PRESSURES. ALL ALUMINUM MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO COMPLY WITH THESE MINIMUM DESIGN PRESSURES. INSTALLATION IN ACCORDANCE WITH THESE REQUIREMENTS WILL COMPLY WITH R703 AND R704. ALL VINYL SOFFIT SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND R704. I Width ei SoffitPressures IIIIII���II�� I.I * ,. Em 4010MM IRWIN j Imo" ,��uRR I u �I III 11 III III II IIIIUIII��II��IIII IIII �� II III I III U ABBREVIATIONS: A. PLYWD = PLYWOOD B. OSB = ORIENTED STRAND BOARD C. NAILING: C.A. 8d = COMMON NAIL C.B. 10d = COMMON NAIL C.C. 12d = COMMON NAIL C.D. 16d = 0.135" x 3 1/2" GUN NAIL C.E. EN = EDGE NAILING C.F. FN = FIELD NAILING C.G. SN = SIDE NAILING C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION J. MAX = MAXIMUM K. MIN = MINIMUM L O.C. = ON CENTER M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 0. TYP = TYPICAL P. U.N.O. = UNLESS NOTED OTHERWISE Q. I.L.O. = IN LIEU OF R. w/ = WITH S. WD = WOOD T. EE = EACH END U. HDR = HEADER V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. ATR = ALL THREADED ROD Z. S.C. = SAW CUTS AA, C.J. = CONTRACTION JOINT AB. DEN = DOUBLE EDGE NAILING AC. COL = COLUMN AD. REIN = REINFORCEMENT AE. PLT = PLATE AF. CANT. = CANTILEVER AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER 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 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 07/08/202i DATE��111itltlll !! ��� �yp►M1 ���y� No. 86 i* - i Q%.$TA F NAL j�Iltli .1 N 0 CV Z c� a_ 0 w ` I^) O ( IwJ M MO r_l C) 000 v a` U e--1 `c' M o bA 0 N 6 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SO.1 (1) #5 REBAR wl 25' LAP U.N.O. B" OR 12" SQUARE 8" C.M.U. FINISH PER ELEV. OR ROUND C.M.U. COL. PER PLAN 0'-0" SLOPE FINISH GRADE o PAVERS PER SPEC. MONOLITHIC FOUND. TING CONCRETE FOO W/ (2) #4 DIA. RODS ... . . 0 .": 7+z�r CONT. ON CHAIRS w/REBAR AS NOTED 9" STARTER ON FOUNDA11ON PLAN . . 'A COURSE (IF REQUIRED) PER PLAN ALT. CMU SEAT @ -lY; l'-4" @ 2 STORY F�01, EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB (603B'� MASONRY COL. ON SPREAD FTG. SCALE: 1/2"=1'-0 SCALE: 1/2*=1'-0 PER ARCH PER ARCH 8" C.M.U. BLOCK FILLED :m Lz C LL --c L�: __j SOLID w/GROUT LI) 85 c:;, 4" C.M.U. BLOCK PER ELEV. LL1 CL M < SLOPE 25" LAP MIN. (1) #5 REBAR C:) N: :4':. .-: ' WOO CD PAVERS OR SLAB PE PER SPEC. .. ... CONCRETE FOOTING w/RE AR SIX AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN =Fo3D)MASONRY COL. ON SPREAD FTG, 'TER FLI SCALE: 1/2"=I*-0 3/4' RECESS IN SLAB 10 1/2' FINISH FLOOR________� 4" 4" CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) 8" C.M.U. WALL FINISH 3/4' RECESS IN SLAB PER ELEVATION FINISH FLOOR SLOPE ........... -------MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2"=1'-0 RECESS WITH PAVERS 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 0 W D.C. OR (2) ROWS 12d 112' G.W.B. EA. SIDE GUN NAILS 0 12' D.C. STEP PER PLAN LoPE�w CD 1% 6 :1/2'--- (1) 14 ROD CONT. ON CHAIRS UNO STEP CONDITION Eoq:THICKENED SLAB @ GARAGE (NON -BEARING) 2x P.T. PLATE SECURED TO SLAB w/ — 3" POWDER ACTUATED FASTENERS OR TAPCONS 0 16' D.C. OR (2) ROWS 12d GUN NAILS 0 12' D.C. START SLOPE HERE — SCALE 1/2"=1'-0 CORNER BAR WITH 25" VERIICAL DOWEL MIN. LAP SPLICE EACH AS R EQ`D IN P SIDE. SAME SIZE AS CLEAN COMP, CONT. FOOTING STEEL ALTERNATE TO CORNER NUMBER OF CORNER SPLICE PROVIDE CONT. STEEL REINF. BARS BENT f BARS EQUALS NUMBER OF CONT. BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE BUILDING CODE. NUMBER OF REBAR " PER PLAN 41 25 MIN. PVC SLEEVE LAP SPLICE 1'-4' 0 2 STORY __-� F12 REINF. PLACEMENT AT FTG. CORNERS F13 BEARING PENETRATION DETAIL CI nor PER PLAN L REINF. PER PLAN w/LAP PER COVERSHEET 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR CO < 8" C.M.U. WALL FINISH PER ELEVATION SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT, ON CHAIRS. FLUSH COMMON SCALE: 1/2"=1'-0 FINISH GRADE SLOPE THICKENED SLAB EDGE SCALE. 1/2 l'-O (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2' CONIC. SLAB - �4�144 SCALE. 1/2"=I'-0 2x AT 241C. MAX. 1/2' G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. CONT. ON CHAIRS w/(2) #4 DIA. RODS PAVERS TYP, 14-- U 4 (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM VERIFY LOCA11ON ... .... (1) J5 REBAR w/30" LAP Mll FINISH GRADE PLAN MASONRY WALL ON CONTINUOUS FTG. SCALE: 1/2"=1'-0 FINISH GRADE PER PLAN 8" OR 12" SQUARE OR ROUND C.M.U. COL. PER PLAN V) LLJ OLO -0 SLOPE CONCRETE FOOTING w/REBAR AS NOTED . . . *. . ON FOUNDATION PLAN (IF REQUIRED) L PER PLAN L 01 #1 MASONRY COL. ON SPREAD FTG. (Concrete) SCALE: 1/2"=1'-0 MASONRY COLUMN PER PLAN PAVERS OR SLAB PER SPEC. CONCRETE FOOTING .9 w/REBAR AS NOTED ON FOUNDATION PLAN PER PLAN (IF REQUIRED MAS6NRY COLUMN ON SPREAD FTG. REINF. PER PLAN CMU COL PER CMU COIL PER w/LAP PER PLAN PLAN COVERSHEET #5 REBAR #5 REBAR i w/25" MIN LAP 69 I w/25" MIN LAP PAVERS OR SLAB PER SLOPE OIL -0'-0" SLOPE SPEC. cn C) < CONCRETE FOOTING 1w m C-5 CONCRETE FOOTING m CD w/REBAR AS NOTED � " w/REBAR ASNOTED ON FOUNDATION PLAN . - --0—' . 0.. 1: --.* I __ =E ON FOUNDA11ON PLAN . *'- (IF REQUIRED) . IF REQUIRED) ( . : L PER PLAN 71 PER PLAN MASONRY WALL CORNER ON SPREAD FTG. (Pavers) MASONRY WALL CORNER ON SPREAD FTG. (ConcreUe #5 BAR w/ 25" MIN LAP LLJ C m C.D of SCALE: 1/2'=1'-0 SCALE: 1/2"=1'-0 (1) #5 REBAR AT EACH FILLED CELL CMU STRUCK BOTH WAYS GROUT BE Lu POURED CURB F.F. 7 Ckf SLOPE of, OiLO'-O' 'l . i FINISH GRADE a.. 100 Gi —MONOLITHIC FOUND. MONOLITHIC FOUND. wA2) #4 DIA. RODS W/ (2) #4 REBAR 1'-8" L 8" CONT. ON CHAIRS CONT. ON CHAIRS q 1111-1,r 2 ST0'R[Y F_o_4EXT. MASONRY WALL @ GARAGE rFk) EXTERIOR DOOR SILL @ POCKET 1 ZERO CORNER SGD SCALE: 1/2"=1'-0 ALE: 11/2"=�V-O 2-1/2' @ IMPACT DOOR GROUT BED DOOR PER SPEC PAVERS PER C14 PAVERS PER SPEC (3 (THICKNESS -VARIES) DOOR THRESHOLD SPEC (THICKNESS PA' 3 / SCALE: 1/2'=I'-0 DOOR PER SPEC — DOOR THRESHOLD d Ilb VARIES) PER PLAN SLOPE 0'-0" F.E. 1 0'-0" F F. -0" SLOPE 'dK 0I PER PLAN 7/ ALT. BRICK PER PLAN THRESHOLD 7- ........... 100 = = . i. co 4 r Z= 00 (3 11 MONOLITHIC FOUND. _0" if-oll — MONOLITHIC FOUND. MONOLITHIC FOUND. W/ (2) #4 DIA, RODS :�' : 't, . . . . : , ` _.; CONT. ON CHAIRS wA2) #4 DIA. RODS W/(2) #4 DIA RODS I ' 1. .. — l'-4" 2-STORY 1 -4" ®2-STORY CONT. ON CHAIRS CONT. ON CHAIRS �4 0 2 ALT. FLUSH BRICK THRESHOLD koi-� EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) EXTERIOR DOOR SILL ENTRY (Concrete) IL LSLOP E ALT. ff 2X AT 16" D.C. W/ _Vk 2X AT 16' D.C. W/ 1/2' GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR 1/2' GWB EA. SIDE 2 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT STEP PER PLAN SLOPE SLOPE C-4 C`4 C`4 (2) #4 ROD �� CON (2) #4 ROD CONT. ON CHAIRS -7 6� [10 1/2" ON CHAIRS 1-011 -10 1/2"1 1 10 1/2-1 STEP CONDIIJON FLUSH CONDIT'ON _Foq-� THICKENED SLAB (@ GARAGE (BEARING) SCALE: 1/2"=1'-D PENETRATING PVC SLEEVE VEHICLE SIDE OF PEDESTAL m I. L L 30" L 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W1 (2) #4 DIA. RODS CONT. ON CHAIRS 30"x30"x12" CONIC. FTG. w/ (3) #4 REBAR EA. WAY #4 REBAR 3' FROM TOP & 10" BEND @ BOTTOM GAS WATER HEATER PEDESTAL(GAS COMMUNITIES ONL SCALE: 1/2"=I'-0 LOCATE PER ARCHITECTURAL DRAWINGS (1) #4 REINFORCMEN 4" SEE FOUNDATION PLAN BAR CONT. CONIC. PER SCHEDULE CC) T 7\ - SLOPE TO DRAIN -------- f.A 7777� SHOWER RECESS SCALE: 1/2"=1'-O SCALE: 1/2*=1'-0 SEE HEADER/UNTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT (2) #4 DIA. RODS CONT. ON CHAIRS 2X AT 16' D.C. W/ 1/2' CWB EA. SIDE 1 1-0" 1011 e- THICKEND SLAB @ INTERIOR WALL (BEARI SCALE: 1/2"=1'-0 C.O.A.# ARCHITECTURE: AA26002802 C.OA.# ENGINEERING: 29349 E3 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 9 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 07/08/2021 DATE NXIIIIII)I I MIN .. 4 6025 STATE RIO At. r__q 00 O ul) Cr => Q) C-4 u r___4 m 0 r_q 03 4-a N � PRODUCT MANAGER RELEASE DATE: xx /xx /xxx PROJECT TYPE Single Famfly SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET s1.o 40'-0" 14'-0" 26'-0" F03C 11,-8" 23'-4" -0V-sl'o 24"x32"xl2" CONC FTG w/ 24"x32%12" CONC FTG w/ #4 REBAR @ 6" O.C. EA WAY #4 REBAR @ 6" O.C. EA WAY —� ,• •ne F11 o F11 i o ._ W S1.0 � o S1.0 w/OPT. SCREEN w/OPT. SCREEN iOUTDOOR) KITCHEN • o a ENCLOSURE ENCLOSURE I o CV I I • 3'-0" 8" 7'-0" 8" 3'-0" 3'-8" 8" 161_8„ ", 8" I 4,-0" F12 L si.o VERIFY M.O. ocl� • VERIFY M.O. • • ■■ •• • •• •• ■ F01 • S1.0 FO7Z I • S.C. 1. � o N CO O i� M o' 07 0' N OIL0'-0" O S.C. CO 9" 3'-0 1 /2" 6'-10 1 /2" 6'-6 1 /2" 17'-9" ( ■ • O ' 1 STORY F10 sto 24"x24"xl2" CONC I 1 STORY �, r7 co 2 STORY — N FTG w/ #4 REBAR @ 6" O.C. EA WAY 2 STORY ■ N N \ L00 7'-1" 14'-8 3/4" 18'-2 1/4" • — — co S.C. ■ - ER0 1.0 _ • M I • GV r F08 REFER TO ARCHITECTURE FOR S1.0 ACTUAL WALL LOCATION `i' • N • - — S.C. co C �' N START SLOPE • M HERE - VAR ES S1.0 • I o S.C. VAR ES F09 PROVIDE (2) #4x3'-O" • S1.0 LONG CORNER CRACK • BARS @ ALL CORNERS OF SLAB (TYPICAL) o i 0 o o o FO7 • F04 o N • S1A � w S1.0 F01 - �i S.C. • • ■ ■ ■ ■ ■ • d F04 w VERIFY VERIFY M.O. VERIFY M.O. • S1.0 , M.O. 4'-0" 3'-2" 3'-10" 2'-0" 3'-10" 2'-2" F06 0 0 S1.0 coI d --. a 24"x24"x12" CONC FTG w/ o #4 REBAR @ 6" O.C. EA WAY o •■■ ••■ , FOUNDATION PLAN SCALE: 1 /4 =1 -0 VERIFY M.O. 16'-8" 20'-0" 40'-0" F03B 20'-0" C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 07/08/2021 DATE `,�14111111, lo 1 ' STATE W i JD O � MO \'J � r� Q)n, T �J 0 O � o 00 � o � Cr Ur-+ m • cu '� O � w 0 N � T t N v o ` M O CA O n O C� � w cc N O c O Z ;-.4 cu c � ~ O Cr O r�i M PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S1.1 in v a> WALL BASE PLAN SCALE: 1 /4 =1 -0 w m LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8' KNOCK OUT BLOCK WITH #5 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4' NOMINAL BEARING PER END ® LINTELS OR AS REQUIRED BY MANUF. (NOTE:MOST MANUFACTURERS REQ. 8' BEARING ® SPANS > 12'-4') 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12'4 SHALL BE PRESTRESSED. 4. BOND BEAM ELEV = 9'-4' U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4' FOR ALL LINTELS 28' OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY F16-1 B/1 T LL QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR a J CMU ao z o GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY ie 7-5/8- BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8' NOMINAL WIDTH LEGEND DETAIL INDICATOR XX ® LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO 3'-4' DOUBLE 2x6------- 3'-5' - 6'-0' DOUBLE 2x8------- 6'-1' - 8'-6' DOUBLE 2x10 2 JACK STUDS EACH END. 8'-7' - 12'-6' DOUBLE 2x12 (2) JACK STUDS. EACH END. #5 REBAR IN VERTICAL GROUT FILLED CELL RUUGH OPENING BELDW PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAIL w N.T.S. MITER LINTELS BY FIELD CUTTING #5 CORNER DOWELS INSIDE AND ❑UTSIDE OF VERTICAL #5 BAR AS SHOWN a al l C3 COLUMN BELOW C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 07/08/2021 DATA 1Vti1111i/ I! No. 8 5 i Q STATE OF !I 0 C) o o 00 45 � O VJ O � O � n-1 N a� rM� l ` J W �..c�.s.,� O rz c� 4-a N � *PulteGroup- CA ro q cc •�v O Csl O O M O �n � w M 4 W cu N C:) U cu as x :r, M 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 S2.1 l i t f i N O M 3SC Y 0 o CD z 64 Z O co N � O S42 TYP. Y S42 TYP. 3SC 3SC 2x6 2x6 2x6 2030 FIXED 3050 SH 3050 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: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 3 ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA m 07/08/2021 DATE �11i1lIJj 0 w U �. O° N T r STAT OF ���ii�j�11►AL Lu o ��Itltllll�� J d LEGEND � XX ® DETAIL INDICATOR LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N,O. HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO 3'-4° DOUBLE 2x6 ------- 3'-5° - 6'-0" DOUBLE 2z8 ------- 6'-I° - 8'-6' DOUBLE 2x10 2 JACK STUDS EACH END. 8'-7" - 12'-6" DOUBLE 2z12 2 JACK STUDS EACH END. C) M 1 rq Op O L\ V J n� �o v� b as cu as �21 PRODUCT MANAGER RELEASE XX/XX/XXXX PROJECT T1PE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2.2 AT EA VERTICAL CHORD OF FLOOR TRUSS. LUS26 w/ (8) 0.148"x1-1/2" EA TRUSS TO LEDGER. FLOOR 8c LOW ROOF FRAMING PLAN SCALE: 1 /4"=1'-O" GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL. 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. REFER TO DETAILS FOR ALL WALL SHEATHING REQUIREMENTS. ALL OTHER SHEATHING TO COMPLY WITH MINIMUM CODE REQUIREMENTS U.N.O. IN THESE DRAWINGS. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE %2. MIN. 6, REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. 8. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW, TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2 ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND LTR DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. C.O.A.# ARCHITECTURE: AA260028M C.O.A.# ENGINEERING: 29349 11 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 07/08/2021 DATE \11111iti1 �\ I IN 8602 Q STATE OF �/Lilt~ Z2 cl c i a c C_ C Q O O c� t� 00 O 00 ;-1 O c CNJ U� m cz .� v ^� w 0 IJ •5b N � t PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Familv SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S3.1 (2) MTS16 FROM TRUSS TO (2) BUILT UP COLUMN. MSTCM40 OF COLUMN w/ (14) 16d SINKEF COLUMN (10) 1/4"XL- 1/4" TITEN L iU CMU WALL BELOW. SECOND FLOOR ROOF FRAMING PLAN SCALE: 1 /4"=1'-0" %,ULlJmw 11U) I/Y AL—I1Y nIuv L iU CMU WALL BELOW. GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. REFER TO DETAILS FOR ALL WALL SHEATHING REQUIREMENTS. ALL OTHER SHEATHING TO COMPLY WITH MINIMUM CODE REQUIREMENTS U.N.O. IN THESE DRAWINGS. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2%: MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. 8. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2, ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC156OO AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND �Tfl DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY, THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 07/08/2021 DATE Ixltlllll � GE 4 TA OF aNAt C c c C r c a c c C C 5 0 O C) M t'J � 00 r-I Q LJ rz, � O %n-1 di � O U "!ZVI cf) di M .o � w N � tPulteGrou PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S3.2 STRUCTURAL SHEATHING, SEE PLAN AND DETAILS [AD ATTA/'LI\I[AR PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. -OR- 2x BLOCKING AT SHEATHING EDGES wl 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS w1(3)1 Od NAILS, 24' O.C. CONTINUOUS STRUCTURAL CENTER MAX. SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING SHEATHING DETAIN NAIL PER TYPICAL SHEATHING DETAIL TYPICAL TRUSS ANCHOR PER PLAN DETAIL AT TRUSS HEEL > �91/4' TYPICTRUSS ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. CO. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM PER PLAN DETAIL AT TYPICAL TRUSS w/ HEEL < 91/4' NOTE REFER TO ARCHRECIRAL DRAWINGS AND10R TRUSS STRUCTURAL SHEATHING SEE PLAN MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE AND DETAILS FOR ATTACHMENT INFORMATION. (La. HEEL HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED WOOD N TRUSSES AT 24' O.C. MAX. -OR- 2x BLOCKING AT SHEATHING EDGES WI 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS w1(3)10d NAILS, 24' O.C. CONTINUOUS STRUCTURAL SHEATHING CENTER SPACING NAB. PER TYPICAL SHEATHING DETAIL CO TINUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL. SHEATHING DETAIL FRAMING PER PLAN FRAMING PER PLAN STRUCTURAL SHEATHING, DETALATTRUSS HEEL >91/4' SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24' D.C. MAX. TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL SHEATHING NAL PER TYPICAL SHEATHING DETAIL DETAIL AT TYPICAL TRUSS w.1 HEEL < 91/4' TRUSS ATTACHMENT: ALL TRUSS ENDS ARE TO BE SECURED TO THE WALL BELOW USING ONE OF THE BELOW METHODS. ONE FULL OFU MUST BE USED FOR CONTINUOUS LOAD PATH: a INSTALL TYPICAL TRUSS ANCHOR THROUGH EXTM SHEATHING. EXT. SHEATHING G CONTINUOUS AND WLl TRANSFER COMBINED SHEAR & UPLFT. b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON INSIDE OF THE WALL w/ HMA @ EVERY OTHER STUD TO TOP PLATE. EXT. SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLFT. c. INSTALL ANCHOR AS C40 FOR ON THE PLANS. TWIST STRAPS ARE TO BE INSTALLED ON THE INSIDE OF THE WALL ANY STRAPS FROM THE STUDS TO THE UNDERLYING STRUCTURE WILL BE CALLED FOR ON THE PLANS. d. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP PLATE. EXT SHEATHING N CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. DROOF TRUSS ON MASONRY ROOF TRUSS ON FRAMING R01 Saale: R02 saalc 1 /2"=1'-0" RWM-010 1 /2"=1'-0" STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS S-6" TO 6'-6" USE ONE 2x4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 20 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 ° 0 "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. -2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6" O.C. NOTCH "L° BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" I ANCHOR BOLTS AT 4'-0" O.C. MAX, w/2"x2" PL STRUCTURAL SHEATHING CMu SEE PLAN FOR ATTACHMENT WASHERS AND 7" EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w 12d's AT 4' O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED / CONT. 2x4 CONDITION, SEE PLAN AND DETAIL. / \ 20 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN @ TOP STRUCTURAL NAILS @ 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. l HELD NAILING BRACE SPLICE SHOWN PER PLAN \ 2x4 BLOCKING AT 48" O.C. - 3 TRUSS BAYS FRAMING 2x6 NAILED @BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 "GABLE END TRUSS BRACING DETAIL GAR/ F FIND 20 LADDER FRAMING AT 24 O.C. REQ D AT (8) 10d NAILS EACH ' OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. ENGINEERED WOOD ROOF TRUSS AT 24' CONT. 2x6 w/ (2) 12d NAILS O.C. MAX. 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 N (4) 1/4" 0 c 2-1/4" MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 COND110NS OF USE: (OR APPROVED EQUAL) <D AT EACH MISSED 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. LOCATION. 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. N IF FIR D CONDITIONS FXCFFO CONDITIONS OF USF. CONTACT FNGINFFR OR ARCHITECT OF RFCORD FOR APPROPRIATF SOLUTION. T MISSED TRUSS STRAP REPAIR W R13 '� (TYPICAL CMU WALL CONNECTION) 0 J *P =10% HOUSE WIDTH 0 RAGE X O GABLE END BOSTON HIP C4 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d @ EA. OUTLOOKER 20 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS _ OR _ PER PLAN 20 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS SHEATHING PER PLAN. GABLE TRUSS PER PLAN EDIMENT BLOCKING @ GABLE -VALLEY SET TRUSSES AT 24" O.C. -ROOF SHEATHING PER PLAN -MIN. 9" LONG 20 GA. FLAT STRAP w/ (8) 1Od -SHEATHING PER PLAN. -OR- 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. RWW-020 (,,,,�VALLEY SET OVER FRAME '(' =10% HOUSE WIDTH X x 1� 02 3 RIDGE 0 GABLE END f GABLE X T =10% HOUSE WIDTH ROOF SHEATHING NAILS ROOF FASTENING ZONES 8d RING SHANK 0.113'x2-3/8' 1 2 3 SHINGLE: 7116'SPAN RATED SHEATHING OFFSET DIMENSION T =10% HOUSE WIDTH x TILE: 15132'SPAN RATED SHEATHING PANEL EDGES @ SUPPORTS (1) 6'D.C. 6'O.C. 40O.C. METAL•15/32'SPANRATEDSHEATHING PANEL (1) 6. O.C. 6'O.C. 6-O.C. NOTES: "DESIGNED WITH ENGINEERING 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. RATIONAL THAT MEETS ASCE7-16 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION T OFFSET FROM ROOF EDGE. 30'WIDE HOUSE = 3'ZONE, 4VWIDE HOUSE = 4' ZONE, 50'WIDE HOUSE = VZONE, 60'WIDE HOUSE = 6'ZONE ROOF SHEATHING ATTACHMENT DIAGRAM lR 11 Same: A BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 8'-0' BACK FROM GABLE TRUSS. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND IT 32" MAX. SPACING -'--IF LENGTH IS LESS THAN 4'-O" USE 20 "L" BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 "L" BACKS. NAIL 'L" BACKS w/12d 012"0.C.(NOTCHED @ TOP w/2-12d TOENAILS 'L' BACK -EXTEND 6' PAST LOWER ROOF SHEATHING SHEATHING PER PLANJ R09C EAR�TIAL�GA�BLE�END TRUSS DETAIL PARTIAL GABLE VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN ;EE PLAN MENT :RED 24" O.C. 2x4 BLOCKING AT 2'- O.C. w/ (2) 12d TOE EACH END TO TRUSS ` SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" MAX. GAP FROM TOP OF VALLEY SET TRUSSES 8" CMU WALL. SEE PLAN WALL TO BO1T. OF BLOCKING AT 24" O.C. FOR VERT. REINF. ROOF SHEATHING PER PLAN WALL BRACING AT NON —BEARING EXTERIOR WALL R07 KTs SHEATHING PER SHEATHING PER PLAN. --------- -------- ---- PLAN. -OR- 2x4 PURLIN @ EA VALLEY (1) SDWC15600 TRUSS SCREW TRUSS. NAIL TO COMMON TO EVERY TRUSS BELOW TRUSS 0) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL @ 8" O.C. STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN 2x4 ULUUKING AI UTAGUNALS UNLY. AI IAUH AI LAUH 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 SIMPSON H10A w/(16)8d NAILS MIN. WALL BRACING AT BEARING WALL STRUCTURAL SHEATHING R08B m PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. TRUSS ANCHOR SEE CONN. CHART 3 1. AT VERTICALS 3'-6" TO 6'-6° USE ONE 2x4 "L" BACK. STRUCTURAL SHEATHING PER SHEDULE BOND BEAM PER PLA 2. AT VERTICALS OVER 6'-6' TO 8'-4" USE (2) 2x4 "L" w/EDGE NAILING PER DETAIL BLOCKING BETWEEN BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). TRUSSES, TOENAIL@EA END FASCIA 2x SHTG. 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 "L" (2)10dNAILS CONT. 2xFASCIA WI(2)16d SEE ARCH. BLOCKING BACK AND AN ADDITIONAL DIAGONAL BRACE IS @EA.OUTRIGGER NALSATEACH OUTLOOKER 4DRAWINGS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID 2x40UTRIGGERS HEIGHT AND TO THE BLOCKING BELOW THE ROOF 8" CKE MU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO @12'O.C. SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO BEAMMIIN)CO@TOP&BNCRETE BEAM w/(2)#5 @TOP &BOTTOM TT REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON CMU H2.5A OR ONE USP RT5 CONNECTOR. . FILL CELLS ACCORDING TO DETAIL CALLOUT ON STRUCTURAL DRAWINGS SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's 2x4 PT. LEDGER ATTACHED TO WALL AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. ( w11/45Q-314'TAPCONS@240o.c. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE / ONE BRACE NEAR THE O.C.@ APPROX. 45-DEGANGLE PEAK AND THE REMAINDER AT 48" GABLE END DETAIL @ CONCRETE RAKE BEAM R33 SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP 1 /2"=1'-0" RWM-330 NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN DUTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE R09B BOSTON HIP ROOF TRUSS PER MANUFACTURER 2x6 LEDGER TO FRAME w/(2) 1/4" x 3" WOOD SCREW @ 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 2x4 FIELD FRAMED RAFTER @ 16" O.C. MAX SPACING - TOE NAIL ONE SIDE OF RAFTER TO LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE SIDE, INSTALL A35 w/BOTTOMS BENT AND ATTACHED TO BOTTOM OF LEDGER & RAFTER w/ 10d x 1 1/2" NAILS. CONNECT TOP AND BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS - FASCIA CUT FRAME:V PER SPECS w/ (2) w/ 1/4" x 3" WOOD SCREW @ 16" O.C. SUSPENDED RAFTER I - TV scale: 1 /2" =1'-0" C.O.A.# ARCHITECTURE: A A26002802 C.O.A.# ENGINEERING: 29349 C3 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 07/08/2021 DATE 11 I I I I I I I/ I No. 86025 STATE OF �r�Sis�QIVA1. I11lIt a c c FL L2 a c c O ? � -+ o0 cn 0 o 00 Q� � Cr o � Cr .I.� N "o a� U�' r-+ ` dV cf) as •� c w 0 bb S=L4 co N � e., p �o N ' z ! v o 4 <M => m c� � w L� oc � N �p 4� 0 s H cu as E...� w � � Q o � w O O o00 w M PRODUCT MANAGER IRELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.1 ° ° ° ° ° ° ° ° ° ° ° ° ° ° °---NOTE: PROVIDE BLOCKING AT ALL ° ° ° ° ° SHEATHING EDGES. ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° AIL ° ° SPACING AT ° ° ° ° ° ° ° ° ° ° ° 12" IN ° ° HELD ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL HELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" SHEATHING 8d 3" O.C. 3" O.C. 12" D.C. ALL EDGES SINGLE NAIL EDGE SPACING 1/2 S ° 01 1 /2" DOUBLE NAIL EDGE SPACH �-20 BLOCKING NAILING SHEATHING SPLICE -SAME THICKNESS AND STUD SPACING PER PLA STRUCTURAL SHEATHING PER PLAN V� STRENGTH AXIS ORIENTATION AS WALL SHEATHING TYPICAL SHEATHING DETAIL W01 Nu 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 STUDS AT 16" O.C. EATHING PER PLAN 70M PLATE CONNECTOR: SDWC15450 SCREWS @ EA STUD REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL w/UPLIFT 8" K.O. BLOCK w/ #5 BAR GROUTED SOLID #5 BAR w/ A.C.I. STANDARD HOOK AT TOP, LAP PER GENERAL NOTES POURED CELL w/ (1) #5 BAR CONT. FROM BEAM TO FOOTING 8" CMU WALL LAID IN RUNNING BOND W21 STEP DOWN TIE BEAM m CR co 0 E #5 REBAR w/ A.C.I. STANDARD HOOK AT TOP. LAP PER GENERAL NOTES BOND BEAM TOP COURSE LINTEL OVER OPENING 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 0 12" O.C. EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED F7/16" MIN SHEATHING 8d 3" O.C. 3" O.C. 12" O.C. ALL EDGES W02 GABLE END SHEATHING DETAIL ILM STUDS AT 16" O.C. 4THING PER PLAN REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL w/o UPLIFT W21A 8" KNOCK OUT BLOCK w/ #5 BAR GROUTED SOLID #5 VERTICAL BAR IN GROUTED CELL 8" CMU WALL LAID IN RUNNING BOND ►TEPPED BOND BEAM OVER LINTEL 7 /A" AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. FASTENERS TO BE 1/8" DIA. MIN. AND EMBEDDED 3/4" MIN. MINIMUM SHEAR CAPACITY TO BE 150#. 2x ANGLE AS REQUIRED w/ (2) 10d TOE NAILS AT EACH END. STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN WINDOWS AND DOORS AND AT ENTRIES WITHOUT BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN BARREL FRAMING IS USED. lx P.T. SHIM STRAP INSIDE FACE OF WALL PER - W10 WHEN TRUSS STRAPS INSTALLED ON INSIDE (NON -SHEATHED) FACE OF WALL ` SIMPSON H2.5A 0 TOP & BOTTOM OF OPENING FRAMING (JACK STUDS ONLY) DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16" O.C. - (6) 10d NAILS KING STUD TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA18 CENTER ON HEADER. STRUCTURAL SHEATHING PER (ON OPPOSITE SIDE OF WALL) 2x STUDS AT 16" O.C. EDGE NAIL SHEATHING PER PLAN MTS16 FROM EA. TRUSS TO HDR. EDGE NAIL SHEATHING PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. STRAPPING AT INTERIOR PROVIDE 48" LAP SPLICE w/ (3) 10d FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16" O.C. HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS REQUIREMENTS PER PLAN. (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM AT 3" O.C. ALL AROUND HEADER OPENING CONNECT WALLS PER W10 DETAIL @ — INTERIOR NON -SHEATHED WALLS DOUBLE SILL AS REQ. FOR 2x STUDS AT 16" O.C. — — SHUTTER ATTACHMENT I I I I SHEATHING PER PLAN 0 EXTERIOR I WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) (1) SP4 TO KING & JACK STUD U.N.O.- EDGE NAIL SHEATHING PER PLAN II II =L_LL ` NOTE: FOR EXTERIOR BEARING WALLS ONLY ininr,iTYPICAL FRAMED BEARING WALL YY VV IK's 0"-16" MAX. GAP 2x4 FILL w/ 2" MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. NOTES: ALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION DETAIL. 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 ROOF SHEATHING PER PLAN TRUSSES PER PLAN TRUSS BOTTOM CHORD PER MANUF. 0 24" O.C. I EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM OF HEADER PER PLAN HEADER PER PLAN, (2) PLY MIN, ADD JACK/KING STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL AS REQ. FOR SHUTTER ATTACHMENT EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3" O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT II II II II II II II II II II II II L _ L L NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING EBAR, CONT. IN BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. EBAR VERTICAL IN FILLED CELLS, PLAN). EBAR VERTICAL ED 25" MIN. U.N.O. CLEAN OUT AT ALL D CELLS. -OUNDATION PLAN DETAILS FOR FOOTING FORCING, IV Lnr 1,11 r IUML/ W19IYPCAL FILLED CELL DETAIL ---BOX HDR. TO BE HELD FLUSH WITH LINTEL PER PLAN - BOTTOM OF LINTEL - FIELD FRAME HEIGHT MAY VARY ABOVE AS NECESSARY FROM DRAWING 2X12 BOX HDR. W/2x8'S TOP & BOT. FASTEN w/10d X 3" NAILS 0 6" O.C. C.O.A.# ARCHITECTURE: 2x8 TO 2x12 PT 2x12 AT WALL TO BE AA26002802C.O.A.# ENGINEERING: FASTENED TO PRECAST w/ (2) ROWS 29349 STAGGERED OF 1/4" x 4" TAPCONS @ O THOMAS A. WEBER, PE 16" O.C. MAX. P.E. # 73242 FLORIDA S.G.D PER PLAN, ■ BENJAMIN NIESE, PE INSTALL PER P.E. # 86025 FLORIDA 07/08/2021 MAN. SPECS. DATE }�`xx I I I t I1 �r�! r. POCKET S.G.D. DETAIL :, (:W32 I No.8602 -� Q STAT F Ij� • AILL III{1t � o Q) O M m � 00 M O 0 o 7-i o 45 9� � U� M M c� rIIIIIIIIIII cu ncs O C� bIJ N 0 lPulteGroup- v T <D F- N v o O N O � O en � w l\ � J cis o � U cu ni "21 E-'{ r Q -}c 76-4 {--a � can PRODUCT MANAGER 1 RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famil SPECIFICATION LEVEL PWte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET N.2 F 0 0 CV O N u� w r_ as INT. FINISH 1xWOOD 1 x P.T. BUCK ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL SILICONE SEALANT FINISH PER ELEVATION WOOD BUCK ATTACHMENT: Ix CUSTOM P.T. BUCK TO MASONRY MATCH FRAME WIDTH, ATTACH wl T NAILS @ 4' FROM ENDS AND 12' O.C. REMAINDER. ATTACH WINDOW THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL ALTERNATE: 2x OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS < 2114' =11410 x 4' TAPCONS @ 4' FROM ENDS AND 12' O.C. REMAINDER. wl 111? EMBEDMENT TYPICAL WINDOW ATTACHMENT DETAIL scale N . T. S. INT. FINISH ixWOOD 2x P.T. BUCK ATTACH DOOR PER FLORIDA PRODUCT APPROVAL BRICK MOLD FINISH PER ELEVATION WGM-140 WOOD BUCK ATTACHMENT: 2x OR GREATER BUCK TO MASONRY BULT-UP THICKNESS < 2114' =11418 x 4' TAPCONS @ 4' FROM ENDS AND 120O.C. REMAINDER wl 11/4' EMBEDMENT ALTERNATE: 1xCUSTOM PT BUCK TO MASONRY MATCH FRAME WIDTH, ATTACH w1 T NAILS @ 4' FROM ENDS AND I? O.C. REMAINDER. ATTACH DOOR THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL TYPICAL DOOR ATTACHMENT DETAIL Scale:N N. T. S. EXTERIOR CONC.WALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. EXTERIOR CONIGNALL 1l4' DRIVE-IN ANCHOR GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. N.T.S. WGM-150 2X6 WOOD BUCK ANCHORED TO CMU wl 112'x 6'1_'BOLTS OR 5/8'x6'SIMPSON TTTEN HDS wl ?WASHERS AT 24' O.C. & FRAME TO BUCK TO WITHIN 6'OF TOP AND BOTTOM, OR (2) ROWS OF 114x 3' MASONRY SCREWS @ MASONRY 12' O.C. STAGGER ROWS T FROM EACH END FRAME TO MASONRY STUD COLUMNS PER PLAN r SDS SCREW 016' D.C. — STAGGERED EACH SIDE OF POST (RESULTING IN 8' O.C. OVERALL SPACING) UD COLUMNS PER PLAN 4—PLY: r x 5' SIDS SCREWS 5—PLY: N x 6' SIDS SCREWS 6—PLY: r x 8' SIDS SCREWS 7—PLY: N x 8' SOS SCREWS CS16 OR EQUIV. (TOP, MIDDLE AND BOTTOM) M NAILS 0 8' O.C. I PLY) (2) 10d NAILS 0 8' O.C. (EACH PLY) 112'x 2 114'HILTI SLEEVE ANCHOR OR EQUAL MIN. 1112' EMBED INTO MASONRY (1) PER BRACKET PRIMARY METHOD ALTERNATE METHOD STUD PACK DETAIL FOR (4) PLY OR MORE STUD COLUMNS WGM-160 12 PER ELEV. INTERIOR STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DWGS ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS k REFER TO PLAN FASCIA PER COMMUNITY SPEC. SOFFIT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINF. REQ. EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS OIL <. 0'-VFIN. FL da FINISHED GRADE 4a n 4-.- MONOLITHIC FND., SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH, & REINF. REQ. TYPICAL 1 STORY WALL SECTION Scale: N TS STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DWG ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS FASCIA PEA COMMUNITY SPEC. SOFFIT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING wl PRECAST SILL PER PLAN SEE STRUCT. FOR ALL REINF. REQ. EXTERIOR INTERIOR SEE STRUCT. DETAILS FOR VARIATIONS OL 0'-0' FIN. FL FINISHED GRADE MONOLITHIC FND., SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. �♦ TYPICAL 1 STORY WALL SECTION Scale: N TS CMU WALL PER PLAN ATTACH A 2xP.T. TO CMU w1(6) EQ. SPACED 3h6'x31/43CONCRETE SCREWS w1 WASHER HEAD. 6' MAX FROM TOP AND BOTTOM. ALTERNATE: ATTACH A 2x P.T. TO CMU wl (3)10AB. w16' EMBEDMENT, SPACED AS SHOWN w12X2 PLATE WASHERS. BOLT INTERIOR WALLS TO CMU ONLY WHERE FM DETAIL IS CALLED OUT ON PLANS. FILLED CELL PER PLAN DOUBLE TOP PLATE P.T. BOTTOM PLATE FRAMED BRG. WALL TO MASONRY WALL xrne: 1 /2"=1'-0" WGG-040 A , 8 ®�® n A 1119 jinn x x , III 4 I�I�IYII � I® I� .J le III III I II w I mommyffirri- m t 0 .r x C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE F.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 07/08/2021 DATE�����ll[llt�� STATE ��f 1 0 s+��,'• ,frfrit/01VAt II1IIII1%\ Z:5 a_ N C) N t� cr- c? IZ 0 v 0 0 O 0 cu 00 '+5 O � O I-� 0N 1 ?� d U� � bA CL4 En N c� IRPulteGroup- RODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Sinzle Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.2.1 e 9 STRUCTURAL SHEATHING. — REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. PER ELEV. FLOOR JOIST OR TRUSS SYSTEM & DIRECTION PER STRUCTURAL INTERIOR W32 TYP. 2-STORY WALL INSULATION AS PER SPECS. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. SHINGLE (OR TILE ROOF PER SPEC) — TRUSS STRAP PER STRUCT. DETAILS TOP OF WALL (REFER TO ELEV.) FASCIA PER COMMUNITY SPEC 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' TAPCONS TO SLAB — SOFFIT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 0'-0" REFER TO 2ND FLOOR JOINT 2x THRUST BLOCK W/ (3) DETAIL 1/4'X2 3/4' TAPCONS TO SLAB RIM BD. OR TRUSS PER OL 0'-0" STRUCT. omL TOP OF FLOOR (REFER TO ELEV.) /'_"�TYPIC:AI STAIR nFTAII q OILTOP OF CMU (REFER TO ELEV.) BOND BEAM PER PLAN EXTERIOR SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS SEE STRUCT. DETAILS FOR VARIATIONS ojLO,_O„ FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. (2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' O.C. STAGGERED 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS ® 6' O.C. STAGGERED STRINGERS TOE NAILED TO 2X LEDGER W/ (4) 10d NAILS. (2)2X8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS ® 6' O.C. STAGGERED 2X LEDGER ATTACHED TO (2)2X8 HEADER - W/ 10d NAILS 0 6' O.C. STAGGERED STRINGERS TOE NAILED TO 2X LEDGER W/ (4) 10d NAILS. CLG. JOIST ® 16' O.C. CLG. JOIST ®16' O.C. SECOND FLOOR ELEV. PER PLANS ELEV. PER PLANS STAIR LAND G ELEV. & SIZE] PER ARCH. PLANS 2x6 LEDGER SUPPORTED BY ONE OF THE FOLLOWING STRUCTURAL SUPPORTS. a. KNEE WALL BELOW (JOIST HANGERS NOT REQUIRED) b. (3) 16d NAILS INTO EACH STUD (16' O.C. MAX) C. (2) N x 2 Y47 CONCRETE SCREW ® 12' O.C. TO MASONRY (2) 2x8 HEADER. SUPPORT NTH KNEE -WALL OR (8) 16d NAILS INTO STUD ® WALLS 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS ® 6' D.C. STAGGERED SECURE 2x6 FLOOR JOISTS 0 16" O.C. TO HEADER wAUS26 JOIST HANGERS w/(4) 10d TO JOIST & (6) 10d TO LEDGER iASPABLE INDRAIL; 1 '4' MIN TO -1/2' MAX AMETER HANDRAIL BRACKETS TO BE CONNECTED TO FRAMING PER MANUF. RECOMMENDATIONS SECTION J 3/4' - 1 1/4' NOSING s�yCF�s 1 1/2' MIN RETURN HANDRAIL INTO 1X BACKER BD. GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD PLANSHALL NOT BE GREATER THAN 3/8. — GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST RISER SHALL NOT BE GREATER THAN 3/8'. 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 @ 16"O.C. 23/32' FLOOR SHEATHING NAILED w/8d NAILS 6" O.C. @ EDGES & 12" O.C. FIELD NAILING (MIN) 2x BLOCKING 4'-0' O.C. FOR TWO BAYS. NAIL FLOOR SHEATHING TO BLOCKING w/ 8d NAILS 4' O.C. TRUSS PER PLAN — SHEATHING PER PLAN - META16 ANCHOR @ 24" O.C: 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 ® EA. JOIST DIAG. REQ. @ BLOCKING. NAIL w/ (2) 10d NAILS 23/32" FLOOR SHEATHING NAILED w/8d NAILS @ E.E. O.C. 0 EDGES & 12" O.C. FIELD NAILING (MIN) FIELD FRAME 20 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS ®16" O.C. w/ (2) 16d NAILS ® EA END NAILING PER DETAILS B" KNOCKOUT BLOCK w/#5 CONTINOUS BAR GROUT SOLID 8' CMU WALL OR POURED CONC, WALL, SEE PLAN FOR VERT REINF. LOOK TRUSS/JOIST TO MASONRY WALL STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING IAIL SHEATHING TO BOTTOM 'LATE AND BEAM OR 'IRDER WITH HORIZONTAL IAIUNG PER DETAILS u mm un rLvvn inuai GIRDER r/ i o 12.-STORY CONNECTION @ BEAM 2x STUDS ® 16" FLOOR SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING NAIL SHEATHING TO BOTTOM TRUSS/JOIST PER PLAN PLATE AND BEAM OR GIRDER WITH HORIZONTAL SHEATHING PER PLAN NAILING PER DETAILS TRUSS/JOIST CONNECTION BEAM OR FLOOR TRUSS TO BEAM PER MANUF. GIRDER FL9 2-STORY CONNECTION @ BEAM TRUSS PER PLAN SHEATHING PER PLAN META16 ANCHOR 0 EA TRUSS OR 0 24" O.C. TO STRUCTURAL RIM IF JOISTS ARE USED STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTlOIN, SEE PLAN FOR ATTACHMENT NAILING PER DETAILS (4) 16d 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/#5 CONINOUS BAR GROUT SOLID 8' CMU WALL, SEE PLAN FOR VERT REINF. LOOK TRUSS/JOIST w/LET-IN ON MASONRY WALL C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE A.E. # 73242 FLORIDA 3 ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 0 0 07/08/2021 DATE ii111111t/1 e_V >, �. �• ATE OF Lu o /Intl a o� o m r--+ W OO � O o �- � Oo�O Lp ;�4 O Q) cr 'N N ^Q W U m r ?� M cz 4� (1) v O w 0 bb .5 13 N 0 *PulteGroupp N So 44, i GO ro .1 So f4 v o < M O o cry O cn � w 00 4c � N o p � CIS .-� ciz a� w CIZ Q i 0 C) w O a1 PRODUCT MANAGER RELEASE DATE: XX Ax /xxxx PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.3 a�. C7— O"d 0