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HomeMy WebLinkAbout36911 Highland Meadows CtAPPLICABLE 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 NumberSheet Title LOT SPECIFIC AREA TABLE G0.01 Cover Sheet Description TOTAL G0.02 General Notes LONDmONEDSPACE A1.1 1 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-CONDmONEDSPACE El .1 1 1 st Floor Electrical Plan E1 .12 1 st Floor Electrical Options CMU-COVERED LANAI 260 SF E1 .21 2nd Floor Electrical Plan CMU-FRONT PORCH ELEV FM1 OR C01 OR MD1 33 SF E1 .22 2nd Floor Electrical Options CMU-GARAGE 2 CAR 416 SF P1 .1 1 1 st Floor Plumbing Plan 709 SF P1.21 2nd Floor Plumbing Plan 3603 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 Floor details LOT SPECIFIC OPTION SELECTIONS ontiquration Choices A Setback Choices rst Floor Plate Heig evation Choices itchen Layout Choices undry Layout Choices first r ioor wa r 5econa II- ioor wo itestone Setback '-4" Plate Height orida Mediterranean (FM1 ndard Kitchen Layout 1 .ounary Koom La; Stand Alone Sink :MU Exterior Wall 4 Exterior Wall dditional Hose Bib Location (Rear Iex Room Ceiling Choices lot Ceiling lex Room Choices Iex Room lex Room Door Choices pening ara a Bay Choices —Car Front Load ara a Handing ara a Le t ara e Water Heater Choices lectric Water Heater arage to w _:_.... House Entry Stepped Entry wrier Bath Layout Choices oyout o waiK—in Shower Recessed wner s Suite CeilingChoices lot Ceiling overed Lanai Choices Covered Lanai ath 3 Shower Choices Tub Shower Combination otheriing Room e- ing Tray Ceiling In Fil m uoor voices hoi es n na ullass uoor LOT SPECIFIED PLAN INFORMATION Customer Name Market Home *, 6871— 00501 Address 36911 HIGHLAND MEADOWS COURT ZEPHYRHILLS IFL. 133542 Community 6871 JDAKS OF PASCO 6871-00501 ALL �rl0RK SHAD'. ',_)PA SLY V,+TH PRE�,Ab,"4(= CODra r--i_ORr"m NATiO.N/4- E!.EC T'I?!C r;QDF, AND TI-4E CITY r�r. FPNY?� {ILE_4 ORDif6ANC:ES REVIEW DATESr*$ 2 • CITYOF .ZE.PHYRHIL , PLAN EXAMINER C5 N O N E2 0 A *PutteGrct�p- co O o V 9c O w PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx U��� PROJECT TYPE Single FamilyFamily SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.,%1 SHEET &.6-. . 0 Z 0 GENERAL NOTES — DO NOT SCALE DRAWINGS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS TERMITE PROTECTION — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT ft-swoU TiV9 PulteGr p — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF TREATMENT — INSPECTION FOR TERMITES o PROVIDE 6' CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS 4' CLEARANCE REQUIRED AT GARAGES AND PORCHES EXTERIOR — WATER RESISTANCE 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 WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. THIS IS NOT REQUIRED OVER CMU — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER R703.4 — EXTERIOR PLASTER o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 OR ASTM C1787 AND R703.7 — LATH o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 ; n LONG, 11 GAGE NAILS HAVING 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 WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1h inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the 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. - SIDING o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — MASONRY o BRICK IS TO BE INSTALLED PER R703.8 o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 ROOFING — UNDERLAYMENT R905.1.1 underlayment for asphalt, metal, mineral surfaced, slate and slate —type roof coverings. o Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate and slate —type shingles, and metal roof panels shall comply with one of the following methods: A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied over the entire roof. A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM D1970 or a minimum 3-3/4 — inch wide strip of self —adhering flexible flashing tape complying with AAMA 711, applied over all joints in the roof decking. A felt underlayment complying with ASTM D226 Type ll, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic underlayment meeting the performance requirements specified, is required to be applied over the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of the FBCR for fastener type and spacing). Two layers of felt underlayment comply ASTM D226 Type II or ASTM 4869 Type III or IV, or two layers of a synthetic underlayment meeting the performance requirements specified, lapped and fastened as specified. — FLASHING R903.2 o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and shall be installed in a manner that prevents moisture from entering the wall and roof through joints in copings, through moisture permeable materials and at intersections with parapet walls and other penetrations through the roof plane. - ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 - CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 - METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 GENERAL NOTES VENTILATION / ATTIC ACCESS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT VENTS ONLY PER R806.2 — MIN. NET FREE VENTILATION SHALL BE 1 /300 OF THE AREA OF VENTED SPACE WHEN USING A COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — 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 THAN 30 SF o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF THE ROOF FRAMING MEMBERS o MIN. ATTIC ACCESS SIZE IS TO BE 22'x3O' WITH 30' OF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE FIRE-RESISTANT CONSTRUCTION - DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8' IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOOR NOT LESS THAN 1 3/8' IN THICKNESS OR A 20-MIN. FIRE -RATED DOOR — 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 — 'h" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE CEILING WITHOUT HABITABLE ROOMS ABOVE — 5/8" TYPE X GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE — 1h" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS WINDOWS/DOORS — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24' H AND MIN. 20' D o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44' A.F.F. — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED PATH WITHOUT GOING THROUGH A GARAGE o MIN. CLEAR WIDTH 32' WHEN OPEN AT 90 DEGREES o MIN. HEIGHT 78" o FINISHED FLOOR SHALL BE MAX. 1 1/2' BELOW TOP OF THRESHOLD o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o FIXED AND OPERABLE PANELS IN DOORS GLAZING WITHIN 24' OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. o WINDOWS GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: e WHEN EXPOSED AREA IS OVER 9 SF a BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. • THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; AND ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36' ABOVE THE PLANE OF THE WALKING SURFACE WHEN GLAZING IS WITHIN 60' OF BOTTOM STAIR LANDING o WET AREAS GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS LESS THAN 60' A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. ■ SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED WOOD - ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE -PRESERVATIVE -TREATED WOOD INSULATION — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY nD V1Al A l I — 'he SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24' O.C. SPANS ACCESSIBILITY — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29' CLEAR 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 o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS REQUIREMENT. o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 POCKET DOOR SITE ADDRESS — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO LESS THAN 4' IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY GUARDS AND WINDOW FALL PROTECTION — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30' ABOVE GRADE (WITHIN 24' HORIZONTALLY) OR A.F.F. — GUARDS SHALL BE MIN. 36' o EXCEPTION: 34' IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE OF THE STAIRS — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4' SPHERE — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24' A.F.F. AND GREATER THAN 72" ABOVE FINISHED GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED STAIRS — MIN. CLEAR WIDTH 363 o HANDRAILS SHALL NOT PROJECT MORE THAN 4 T ON EITHER SIDE OF THE STAIRWAY — MIN. HEADROOM 6'-8" — MAX. RISE 7-3/4" — MIN. TREAD DEPTH 10" — HANDRAILS o 34'-38' ABOVE SLOPE PLANE o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE THAN FOUR RISERS 0 1 1�4'-2' GRIP SIZE OR GRASPABLE FINGER RECESS ELECTRICAL — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o IN EACH SLEEPING ROOM o OUTSIDE EACH SLEEPING ROOM o ON EACH ADDITIONAL STORY o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI CIRCUIT BREAKERS OR RECEPTACLES — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND SHALL BE LISTED AS TAMPER —RESISTANT — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS *PulteGroupr PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE SPECIFICATION LEVEL I Pulte FCH-ILDNUMBER stone SHEET GUM LEGEND 40'-0" MASONRY - CONC. BLOCK OR BRICK WALL 7'-2" ot 32'-10" 2X FRAME WALL PER PLAN 26'-0" ;othELEV. ELEVATION INDICATOR - ELEVATION NOTED IS 22'-0" 2'-0" vit RELATIVE TO FINISH FLOOR DATUM = 0'-O" DENOTES EMERGENCY ESCAPE & RESCUE OPENING — — — — SOFFIT — — — — — — — — — — — — — — SOFFIT— — — — — — 7-1/4�_ DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. CD I COVERED LANAI I 12T CEILING TRAYS ARE TO BE RECESSED INTO THE �I I I TRAY UP TRUSSES 12 U.N.O. Io o ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -20 WALLS ARE DRAWN 3 1/2" THICK I� -26 WALLS ARE DRAWN 5 1/2" THICK -8" BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING 13'-0" 13'-O" I FURRING 4'-0" 4'-0"I r 0" NOTE TO FRAME: -ALL UNRESTRICTED DOOR OPENINGS TO BE FRAMED 5 1/2" FROM INSIDE * (2)l 25 SH CORNER. -U.N.O. RESTRICTED DOOR OPENINGS SHALL BE CENTERED IN THE SPACE. -- - -- R.O. TO BE VERIFIED BY 14'-QY" 0 25'-1lY" DOOR MANUFACTURER M TRAY CEILING r— — — — — — — — — — 2'-4" GATHERING ROOM ' CAFE OWNER'S SUITE I N f 2 Y UPCIO I "' I � I ' U O FRAME SLOPED I I Of CEILING TO MATCH I 10'-211 I o c Li SLOPE OF STAIR 1'-0" o 2 6 42" KNEEWALL FRAME OPNO. OPT. OPEN RAIL I�'FQR 30"x7,2"' M a I I TB ¢¢ o I ATT1C RECESS I I I o KNEE I��------ Z I I o I I WALLOf CD- 0 -4� r, Y I °° I ,-,.[WALL _3" BELOW 9'-, o o II NINER"I� — ---- - " HANDRAIL o :� STOP I N� O M -3 5'_3. - I i11 ------ I I I II I I I I • ,R1C I I I I I KJTCHEN 'y2n 2" J I I I I 8'-1/ ' 5' C Co APPROX. LOC. �o Lo OF AC PAD. c l C z MOVE AS REO'D SEAT C�20" AF o N SINK _.. __... _. - _ _. _ _ _ BY LOCAL CODE. "' LAUNDRY I N OPT. v,Ln `'lcm P► ��� O WASHER IS N _ _ _ I REF. ' o ALWAYS ON — `V LEFT �� 4 Lo �_. 1 RiS r--------ir -- ---i 7'-7° 3'-4 6'- 2 ENTRY N 2/6 R 0 5'-W 4'-7" 8'-1Q2or _. _ -2R2S do PR TP OWH DRYER�l PLUMBING DROP 2/8 VENT LOCATION 1 9" 4 II ct FO ER II FLEX IR _ II Zo oII o I I N 2 CAR GARAGE F3O81D""�----------------------------------------------------------------- , 3-0"6Y" Influ I I .vp I I (2) 26 SH I I I I PORCH I 4 I o I �- rn I �n v I 16070 OHGD Q 2'-0" 16'-0" 2'-0" 6'-0" " 6'-5" 6'-11" 20'-0" 6'4 v r 40'-0" 0 CV N C FIRST FLOOR PLAN SCALE 1 /4" = l'-O" (NOTE; SCALE 1 /8" = l'-O" ON 11xl7 PAPER) *PultaGroup- Lo PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE n . t T. SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.11 r. _. , I— .. .la I aulil: , I :,.Slll ._... 1211,16 . - . . -- e! �6 161. S:l a.L.i.;<...5.��-' i=' _ - - — -- - - - - - - - - --- - _ .. _ :.. s. � L= _!S .filar -.:_-- --- — - � �,1.. 1 LEGEND MASONRY - CONC. BLOCK OR BRICK WALL ' 2X FRAME WALL PER PLAN OL ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4°� DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. 12j- CEILING TRAYS ARE TO BE RECESSED INTO THE TRAY UP TRUSSES 12" U.N.O. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -2x4 WALLS ARE DRAWN 3 1/2" THICK -26 WALLS ARE DRAWN 5 1/2" THICK -8" BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING FURRING NOTE TO FRAME: — — — — -ALL UNRESTRICTED DOOR OPENINGS TO BE FRAMED 5 1/2" FROM INSIDE CORNER. -U.N.O. RESTRICTED DOOR OPENINGS SHALL BE CENTERED IN THE SPACE. 10'-8 3 4" 2ND FL . 9 40'-0" TRUSS BR' 5'-31 2' 13'-61 2" 8'-0" " 19 -2 2 -0 / / . WI 5 -11 1/2 7'-10 1/2' 11'-4' HANDRAIL 1 I 1 1 1 1 1 1 1 1 I 1 1 I 1 I 1 1 I 1 1 1 I I I I I 1 1 1 1 I 1 1 I I 1 I I I 1 I 1 1 1 1 1 I I I 1 1 I CV 1 1 1 1 I 1 1 1 I I 1 1 I 1 1 I I I 1 1 Lh O 771 I I I I I I 1 I 1 1 I 1 1 I I I M I I I I I I I I 1 1 I 1 1 1 I I I I I I I I 1 1 I 1 1 1 " N 0 -0 ---_-- — `n I I [LOOK „ O CD11'-11 1 /2" I. 42 KNEEWALL M OPT. OPEN RAIL .''°Tp TBR I CV 11 N N BEDROOM 2 BATH 2kki N TRUSS PROFILES TO TR a PROVIDE MAX. SPACE o R ABOVE AIR HANDLER LOFT � � �------ ----� _ STAIR CALCS. k. N 2-0 3'-31/2" 31-51/2" z o '; I-. - FRAME I -cc FLOOR TO FLOOR HT. 10'-8 3/4" o M IOPENING I �� __ ___...-� -- ''' RISERS 17 ® f7 9/16" — _'�122" "FORSWU6 - 1 R1 S - -� - . TREAD 17 @ 10 I` NOSING 1 o I W. I --,R,S�- ��, ------ ----J HANDRAIL GV k4'-8" 15'-0" 1'-5 1/2" N f GRASPABLE 1-1/2" MIN 1 1/2" MIN. HANDRAIL; 1 RETURN 1/4" MIN TO HANDRAIL \ 0 1-1/2' MAX q INTO1X 00 �BEDROOM 3 ?L I DIAMETER BACKER WIC BD. IRIS -- - SECTION _ BEDROOM 4 � 4 , 2" STAIR DIAGRAM 10" 2030 FIXED(TEMP) 3050 SH* 3050 SH* TREAD o WIC q I CO s I � ca 1' NOSING 1 2" IRIS o 3050 SH* 3050 SH* 10'-0" 3'-O" 3'-0" 7'-1" 6'-11" 20'-0" 0 6'-0" 14'-0" 40'-0" SECOND FLOOR PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) tPultsGrour 0 0 o � � pc-4 00 p V t� ed O off^. w r� N E stone MBER SHEET A1.21 Q- N O N 2 C.7 Of U Q> .o 0 0 Q> W 0 CV 4 0 U L 0 y N N 00 co ON Q *PulteGroup- 0 0 4 � � � Q � N � � Z � � H W � o � o x v � � w PRODUCT MANAGER RELEASE DATE: xx xx xxxx 'N' ---- - -- PROJECT TYPE Sin a Famfl SPECIFICATION LEVEL Nte F Eestone NUMBER 01 SHEET I "'ol d I - - - - - - - - - - - - - - -\25 -------- I I I I I � i Lo I I ILLJ � I I I �c J w -J g�CD I i I I __j < CD I I I I I I I I I I AO- 2ND FL TRUSS BRG. S' LAP SING I I I WINDOW HDR. HT. I a I � I I I I � I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — loo r\ a Cn _ I WINDOW HOR. H1. .._........._.._.........--•---.._-...._.._...----•-•-.. 1------------------, i 00 I i - r7 i (70 A A I I I 1 1 4 f 00 t �- - - ROOF PLAN i OPT. CRIDS PER OPT. 4' BANDING SCALE 1/8" = 1'—O" (NOTE: SCALE 1/16" = 1'—O" ON 11 x17 PAPER) COMMU�NTY SPEC (+1/2") TyP REAR ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) OPT. PER OPT, PER COMMUNITY COMMUNITY SPEC SPEC 2ND FL TRUSS BRG. 2ND FL TRUSS RG,ih o WINDOW HDR. HT. Q -1 •F-- BOB CD LLJ d iao 00 I 0 - L 2ND FLOOR F.F. `- T. - ----------- 1ST FL PLATE HT. I� cn 1ST FL PLATE HT. --------------------- ----------- ----------- o ---------- -------------------- ---------------------- WINDOW HDR. HT. �I I WINDOW HDR. HT. ----------------------- ----------------- DRYER VENT °O '- oO �* M OPT. HOOD VENT HAUST VENT uu x 19'-1 1 /2' N I EXHAUST VENT C7(i o 00 o �- C CD A 21 O. of c o 00 a 00 co CV FINISHED FLOOR FINISHED FLOOR 0 N N C v E SIDE ELEVATION SIDE ELEVATION °O SCALE 1/8" = 1'—O" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) SCALE 1/8" = i'-0" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) CL -ATTIC VENTILATION ZONE 3- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 34 4896 0.113 16.320 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.1� SO. FT. SQ. IN. E � SQ. FT. 5Q."IN. LIN. FT. 0 0 D 0.113 16.320 3 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 co I �Q' a o05 -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/6.1� SQ. FT. SQ. IN. BENTS SQ. FT. SQ. IN. LIN, FT. 1.429 205.824 2 2.144 308.736 50 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ, IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY cn -ATTIC VENTILATION ZONE 1- ACTUAL A IC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1255 18D720 4.183 602.400 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.1� SQ. FT. SQ. IN. VENTS S0. FT. SQ. IN. LIN, FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY lk n ulteGroup- MANAGER P RELEASE I fIATG'• vv /vv /vvvv PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 I TA2*fvl 20 co I �Q' a o05 -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/6.1� SQ. FT. SQ. IN. BENTS SQ. FT. SQ. IN. LIN, FT. 1.429 205.824 2 2.144 308.736 50 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ, IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY cn -ATTIC VENTILATION ZONE 1- ACTUAL A IC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1255 18D720 4.183 602.400 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.1� SQ. FT. SQ. IN. VENTS S0. FT. SQ. IN. LIN, FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY lk n ulteGroup- MANAGER P RELEASE I fIATG'• vv /vv /vvvv PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 I TA2*fvl 20 -ATTIC VENTILATION ZONE 1- ACTUAL A IC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1255 18D720 4.183 602.400 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.1� SQ. FT. SQ. IN. VENTS S0. FT. SQ. IN. LIN, FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY lk n ulteGroup- MANAGER P RELEASE I fIATG'• vv /vv /vvvv PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 I TA2*fvl 20 n ulteGroup- MANAGER P RELEASE I fIATG'• vv /vv /vvvv PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 I TA2*fvl 20 FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11x17 PAPER) ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) OCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER O/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET 40W DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INSIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT H�> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT - R- LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF L3 LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO MOKE DETECTOR CEP ELECTRIC PANEL AFa PROTECTED) ® SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR(AFCI PROTECTED) EMERGENCY LIGHT THERMOSTAT -O PB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET XY GARBAGE DISPOSAL CHIDES DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT G?o OPENER DATA/Tv 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 METER CIRCUIT MAIN CIRCUIT BREAKER #4 COPPER 1---2" PVC CONDUIT 1/2' PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM Tb ELECTRICAL RISER DIAGRAM NOT TO SCALE (D 2DO AMP 2PH SER CABLE COMBINATION SERVICE DISCONNECT SWITCH AND ELECTRIC METER IN NEMA 3R ENCLOSURE 150 AMP 120-240 VOLT 1 PHASE MLO PANEL INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ELECTRICAL NOT TO SCALE -��1#4 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL RISER DIAGRAM ALTERNATE C0 o V� '0 CIO N p8 tPulteGrour 0 L� u � o y u 'N4 � w � � O O o � w w uo x r__q PRODUCT MANAGER RELEASE PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Nte E ME testone D NUMBER 01 1SHEEE1E1 "I OPT FLOOD LIGH" i60 41-0■ 1. 121-6" , 214 11 ' I o_--- - -- I CD 6 -, O*PT. OPT. N - OWNER'S SUITE 1 I I I N o OPT. OPT, o 1 1 I 1 wIC J BATH lid �J 4041 0 ---------------------------------------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - COVERED LANAI *R I I R OPT. _ <' > QPT. OPT \ ; ___ , _OPT,- - ✓ 4'-0" 4,-0" 4'-41/2"4'-0" I I �\ I 3'-10" 3'-711 3'-7_Op " 4,---- _ 9" THERIN ROOM - "CAF_E °o I �- F1 I R R '!- OPT. OPT. , I OPT. OPT. 11 1 60 i I ' r <OUTLET - R - - R ' OPT. OPT. I 13 -11� I 1� I T-11/2" .-X I I OPT. - ------ OPT. I L-------------� ,--. .. � I G I V � I � OPT --- I I J i II K 1 O I I Cn J 1 00 m I li I 'OPT roI ADD ADDITIONAL U. CAB LT. FOR ENT. -_ --- A jZ11Aij ir-------- I 1 I I I I I I I I II I E I I I I cn I I I I o 1' I 2 CAR GARAGEQf 1 � w _--------- _ 1 Ln OPT. 48" 48 GF 0 -- - — - — - -- - . COACH LIGHT FOYER FIRST FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) PKG. OPT.' KITCHEN--- - OPT. U.CAB. LL'/ r- C— P�j (5 0 19 E, 2'-81/2" 21-81/2" 1 I_ OPTT, . OPT. FL q I I hl 1 II1 0 ' C > CN II K ; II T/ OPT. TO SWITCHED GFCI'S ABOVE IN SOFFIT OT FLOOD LIGHT I I nIt TYP. SPACING METAL STUD, TYP. TYP. SPACING END NAILS, TYP. —2x4 WOOD BLOCKING INSIDE METAL WOOD BLOCKING STACKED BETWEEN TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS PLATE, TYP. A TOP OF STACKED BLOCKING METAL STUD, TYP. 2x6 WOOD STACKED BETWEEN BLOCKED METAL STUDS, TYP. WOOD BLOCKING INSIDE METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE ~END NAILS, TYP. 00 1-4L- I.,-3 -H 110V DUPLEX OUTLET LOCATION CHASE OUTLET LOCATION LZ Q 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING A . N... ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) OCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER #NP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET 0 DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET P4 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 Y LIGHT FIXTURE - LED DOWNLIGHT -�- LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) ® SMOKE/CARBON F2E'j ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR(AFa PROTECTED) THERMOSTAT EMERGENCY LIGHT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH CHINES TELEPHONE OUTLET /0/ GARBAGE DISPOSAL E9 DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT OPENER MEDIA /SWP BOX DATA/TV 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 METER CIRCUIT MAIN CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM �JI ICI I I-1 I I-1 I L ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP Q m COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL ►iPr, 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 1#4 SERVICE GROUND _ CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE liPulteGrouFr PLAN NAME Whitestone NPC CHILD NUMBER 2117,501 SHEET E1*12 N W W F — SECOND FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-0" ON 11x17 PAPER) � 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 OMP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET UW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INICIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT `r' PC LIGHT FIXTURE - PULL CORD F@ LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT -R - LIGHT FIXTURE - LED DOWNLIGHT -�/�- LIGHT FIXTURE / VAPOR PROOF L3 LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) © SMOKE/CARBON Et METER MONOXIDE COMBD DISCONNECT DETECTOR(AFa PROTECTED) EMERGENCY LIGHT © THERMOSTAT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /0/ �ARB GE DISPOSAL GFCl,SS CHIDES � DOOR BELL CHIMES GARAGE DOOR 0WIFI HOTSPOT (gyp OPENER DATA/TV MEDIA /SWP BOX DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18' AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 CO" PPER PVC L—2" PVC CONDUIT 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM F ELECTRICAL RISER DIAGRAM NOT TO SCALE 200 AMP 2PH 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO ELECTRIC METER IN NEMA PANEL 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ELECTRICAL NOT TO SCALE =III ICI. I I I I i -��1#4 SERVCE GROUND CONNECTED TO CONCRETE ENCASED S1EEL RISER DIAGRAM ALTERNATE co '! a) w JiM O ifs AUS �MM .0 N V� i-1 eel r � � Cn ct) N c0 *PulteGroupr O 0 0 d0 �- 7 U O y U w O 0 �c r� N PLAN NAME Whitestone NPC CHILD NUMBER 2117"501 Noma SHEET E1.21 w 0 CV 0 F L WIC „ „ I I I I I , 5'-6 1 /2" 5'-6 1 /2" OPT, LO OPT. s I I I I < > CV I "° OPT. OPT. 1d0 A L&L10PT. TV BEDROOM 4 , I I to^T��- 3'-81/2" 3'-81/2" 0 v BATH 2 L WIC OPT BEDROOM 2 3'-1 1 /2' 3'-1 1 /2" ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET 0 UW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET �P4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © UGHT FIXTURE - PENDANT -0-P0 LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT - LIGHT FIXTURE - EXTERIOR WALL MOUNT {�R,r LIGHT FIXTURE - LED DOWNLIGHT TT�T LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT ^ ^ OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR CEP ELECTRIC PANEL (AFO PROTECTED) ® SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR(AFCI PROTECTED) EMERGENCY LIGHT THERMOSTAT -01PB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /0/ GARBAGE DISPOSAL CHINES DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV 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 s BREAKER , BED OOM 3 a- #4 COPPER 2" PVC CONDUIT 0 1/2 PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM R OPT, PVC 1-1/0 COPPER 1-3/0 ALUMINUM om . I TO - I ELECTRICAL RISER DIAGRAM OPT. NOT TO SCALE 4/0 SER CABLE I I� IN SOFFIT ,'1NP/GFCI „ -- OPT. TV �—�—� N, SWITCH BELOW IN SOFFIT WP/GFCI `------------------- --------------------- - ------ - - - SECOND FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11x17 PAPER) 150 AMP MjT COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND I 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL 2Po 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I MI MII 1#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE c5 0- N a5 v O liPulteGroupr PRODUCT MANAGER RELEASE DATE: Xx /xx /xxxx SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1*22 6 C5 a CV O CV F- C> O lirPultoGroup- 1Zi;�Ililji!/n►.[eT RELEASE DATE: xx /xx /xxxx f PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte F N NAMEUtestone CHILD NUMBER 17.%l SHEET piell THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY I I pip I I I I I I WATER CLOSET N PER SPEC 7 VANITY LAV PER SPEC I v I 71 SECOND FLOOR PLUMBING PLAN SCALE 1 /4" = V-0" (NOTE: SCALE 1 /8" = 1'-0" ON 11x17 PAPER) CL (V O N U O llkPultoGroup- RODUCT MANAGER RELEASE DATE: XX XX XXXX PROJECT TYPE I Sinele Family P SPECIFICATION LEVEL I mte F N NAMEhitestone CHILD NUMBER 17.%l SHEET P1*21 A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 7Lh 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 RESPDNSIBIUTY 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 NDTFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE. 6. ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-PO5ITIVENL06: 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 WO 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 LDAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. 2. ALL FILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8". CONFORM TO ASTM D 1557. 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET, 4. FOOTING BACKFILL AND UTILITY TRENCH BACI(FILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. 5. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE W1H 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" (AD 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 FILL - 2 INCHES CLEAR d. WIN USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER Y OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS 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 11' TO 2 Y' IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WTH 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 CONSTRUCTON SHALL COMPLY WITH LATEST EDITION OF EMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. 2 MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (Pm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8' x 8' x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWSE. 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 WTH 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, WTH FILLED CELLS FILLED WTH COURSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN PDSITION 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 OTHERWSE NOTED. 7. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. B. 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) 15 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD Ad 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 0 20" 3' 10' 115 25" 3-3/4' 10' P 34" 4-1/2' 11" 17 42" 5-1 /4' 13' A F. 1. 2. 51 4. 5. 6. 7, REINFORCING STEEL: WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWNGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOW D. SEE CHART FOR STANDARD HOOK SIZES. 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. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8' -3/8' d>=8 in +/- 1/2' -1/2' 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 NOS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 2x4 (MIN) SPF OR SP NUMBER 2 OR BETTER 41 16' O.C. FOR WALLS 9'-5' OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 20 SPF OR SP NUMBER 2 OR BETTER ® 16' O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS @ 24" O.C. MAX. 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6, HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 2x4 STUD WALL PROVIDE: (1) 2x4 KING STUD AND (1) 2x4 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 26 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH )� TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8' O.C. FOR EACH, U.NO. 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE 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 OTHERWSED, 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL. TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24' O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" (INCHES) O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING, 6. PROVIDE BRACING AND BLOCKING PER OCS-83 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. I. ANCHORAGE: 1, SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2' DIA., EMBEDDED 7". USE 10" LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3'x3'xO.229' PLATE WASHERS 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 `DTEN 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-F".. 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 'TITEN 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-BDLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND 4'EDGE DISTANCE b) 1/2' DIA. SIMPSON 'RTEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4'EDE DISTANCE, c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALUNG ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9. PRE -APPROVED SUBTITUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON 'TTEN HD'W/ MIN, 3 1/4' EMBEDMENT DEPTH AND 1 3/4'EDfE 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-DZECORD 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 OCTABCRATE 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 15 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 J5 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 BE 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 BE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. ABBREVIATIONS: 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 A. PLYWD = PLYWOOD 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 B. OSB =ORIENTED STRAND BOARD MANUFACTURER, OR IS AT LEAST 2-34' FROM ANY EDGE FOR )' BOLTS AND 3-)� FOR r AND r BOLTS, THEN A C. NAILING: STANDARD EXPANSION BOLT EMBEDDED 5" MINIMUM AND THE SAME DNA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED C.A. 8d - COMMON NAIL (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24- TO 16-). C.B. 10d - COMMON NAIL 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE C.C. C.D. 12d - COMMON NAIL 16d - 0.135' x 3 1/2' GUN NAIL OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. BTEN HO SHALL BE A MINIMUM )� x 6% OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN C.E. EN - EDGE NAILING ANCHOR W/SIMPSON TYPE 'SET' EPDXY THE SAME SIZE AS THE ONE BEING REPLACE IN/ A 6' MINIMUM EMBEDMENT C.F. FN - FIELD NAILING SLEEVE ANCHORS ARE NOT ALLOWED. C.G. SN SIDE NAILING C.H. BN = BOUNDARY NAILING 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR C.I. BF = BOUNDARY FASTENING SEE THE DETAIL IN THESE DRAWINGS. D. AB = ANCHOR BOLT FOR MISLQCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM E. CMU= CONCRETE MASONRY UNIT MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3' NALS). WHEN GAP IS F. CONC = CONCRETE GREATER THAN 1 1/2', INSTALL NEW ANCHORS. G. DIA = DIAMETER H. DTL = DETAIL 1. FND = FOUNDATION 4, CMU OVERHANGING SLAB J. MAX = MAXIMUM 4.1 FOR BLOCK OVERHANGING THE SLAB BY V OR LESS, NO REPAIR IS NECESSARY. K. MIN = MINIMUM 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN V AND 1 If, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. L. O.C. = ON CENTER 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 Jf, CONTACT THE E.O.R. FOR REPAIR, M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 5. NOTCHED STUDS IN WALLS 0. TYP = TYPICAL STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING P. U.N.O. = UNLESS NOTED OTHERWISE WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD Q. I.L.O. = IN LIEU OF WIDTH IN BEARING WALLS (1-3/8-FOR A 2X4 STUD OR 2-3/16-FDR A 2X6 STUD), OR 607. OF THE STUD WIDTH IN NON -BEARING I 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 S. WD = WOOD A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4'X1-1/2' T. EE = EACH END SOS SCREWS, FOR MULTI -PLY 2X STUDS USE HSS2-'j'-SD>S3 WITH (12)-1/4N3'SDS SCREWS, WHERE ''CORRESPONDS TO THE U. HOR = HEADER NUMBER OF STUDS IN THE MULTI -PLY. V. J = OPENING JACK STUD 6. NOTCHED TOP/BOTTOM PLATES W. K = OPENING KING STUDX, a. FOR PLUMBING/MECHANICAL UTILITIES Y. SIM - SIMILAR ATR - ALL THREADED ROD A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE Z. S.C. = SAW CUTS OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT AA. C.J. = CONTRACTION JOINT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2'WDE AND MUST BE AB. DEN - DOUBLE EDGE NAILING FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS AC. COL = COLUMN REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ADS) IS CLOSER THAN 1-1/2'TO THE AD. REIN = REINFORCEMENT EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1-FROM THE EDGE OF TI-E PLATE. THE REQUIRED AE. PLT = PLATE REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND AF. CANT. = CANTILEVER EXTENDS 2'ABOVE/8ELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT AG. SC = BUILT-UP STUD COLUMN EXTENDS 1-1/2-BEYOND THE PIPE ON EACH SIDE). AH. MANUF. - MANUFACTURER b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTIUES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL BE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3' WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7' ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2. SOFFIT, OTHER THAN THE EXTERIOR GRADE SOFFIT BOARD OR SOFFITS USING HIGH -RIB METAL LATH AND STUCCO, SHALL HAVE THE PRODUCT APPROVAL NOTED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS SUBMITTED. ALL ALUMINUM OR VINYL SOFFITS SHALL MEET OR EXCEED THE REQUIREMENTS NOTED ON THIS SHEET N 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. C & C Pressures s=X*Kzt* s3 tl a ues Based on sf Area �P P Roof Pressures Wall & Soffit Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 21.2 -38.0 N/A I N/A 21.2 1 -52.5 28.5 -30.7 28.5 -38.0 Zone 2e Zone 3e N/A N/A Zone 3r N/A N/A 21.2 -52.5 Zone 2n N/A N/A Zone 2r 21.2 -52.5 DESIGN PRESSURE CALCS DESIGN PRESSURES SHOW) ARE VALUES. VALUES ARE TO BE IN( REQUIRED BY MORE STRINGENT LI Components and CladdingPressures s44%a* s30 P � ��'�,'�I11es� Positive Ne ive Width Height Effective Pressure Pressure Description Zone " N Area ft2 sf ,"sfj 16070 OHGD --- 16 7 112 24.2 -26.9 8070 OHGD --- 8 7 56 25.2 -28.5 6080 SGD 4 6 8 48.0 25.6 -27.9 25SH 4 3 5.25 15.8 27.7 -30.1 25SH 2 4 & 5 6 5.25 31.5 26.5 -28.9 25SH 3 4 9 5.25 47.3 25.7 -28.0 4010 FIXED 5 4 1 4.0 28.5 -23.6 3080 DOOR 4 3 8 24.0 26.9 -29.3 3050SH 4 3 5 15.0 27.8 -30.1 16080 SGD 4 16 8 128.0 24.0 -26.4 26S H (2) 4& 5 6 6 36.0 26.3 -28.6 2030 FIXED 4 2 3 6.0 28.5 -30.7 2 2050 S H& 3050 SH 4& 5 7 5 35.0 26.3 -30.5 IINIMUM ALLOWABLE REASED AS KCAL REQUIREMENTS `,Illltli///� �o Fieldstone C.O.A# ARCHITECTURE: Qi AA26002802 C.O.A.# ENGINEERING: No. 860 29349 _ BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE P.E.# 80956 STATE O ' , p p . •' `?`� 08/23/2021/!� DATE SIGNED �� 1 / 11 111111E *PulteGrou PRODUCT MANAGER RELEASE Famil Pulte XXX PLAN NAME IW itestone NPC CHILD NUMBER 2117.50E SHEET SO.1 (1) 15 REBAR w/ 25" LAP U.N.O. 8" OR 12* SQUARE OR ROUND C,M.U. 8" C.M.U. FINISH PER ELEV. COL. PER PLAN -0'- 0" SLOPE FINISH GRADE 14;tt 1 11 z. PAVERS PER SPEC, MONOLITHIC FOUND. CONCRETE FOOTING w/REBAR AS NOTED W/ (2) 14 DIA, RODS CONT, ON CHAIRS 11-0. 9" STARTER ON FOUNDATION PLAN COURSE (IF REQUIRED) PER PLAN 1 -4- @ 2 STORY ALT. CMU SEAT @ - IX; In EXTERIOR MASONRY Mi FTG FROM TOP OF SLAB Aw--� MASONRY COL ON SPREAD FTG. TV SCALE: 1/2*4-0 SCALE: 1/2"4-0 PER ARCH PER ARCH af 8" C.M.U. C.M.U. BLOCK FILLED SOLID w/GROUT CI- Ln C> E 4" C.M.U. BLOCK PER ELEV. Q- m 0) -< Ilf" -011 SLOPE lf� 0 -0 SLOPE LAP MIN, (1) #5 REBAR 25 uj m PAVERS OR SLAB PER SPEC. CONCRETE FOOTING w/REBAR CONCRETE FOOTING AS NOTED ON FOUNDATION w/REBAR AS NOTED PLAN (IF REQUIRED) PER PLAN ON FOUNDATION PER PLAN PLAN (IF REQUIRED) vi Fm MASONRY COL ON READ FrG. ,TERS SCALE: 1/2"=1'-0 3/4' RECESS IN SLAB 10 1/2" 8" C.M.U. WALL FINISH 3/4" RECESS IN SLAB PER ELEVATION FINISH FLOOR FINISH FLOOR 4' Uj 05 09 1' /2 4 SLOPE ............ MONOLITHIC FOUND. w/(2) 14 DIA. RODS CONT. ON CHARS. DOOR RECESSED SILL SCALE: 1/2"=I'-0 RECESS WITH PAVERS 2x P.T. PLATE SECURED TO SLAB w/ _Vk 2x AT 241C, MAX. 3' POW ACTUATED FASTENERS OR TAKONS 0 16* D.C. OR (2) ROC 12d ' 1/2' G.W.B. EA. SIDE GUN NAILS 0 12 O.C. STEP PER PLAN V isLLOK 1'-0" 6 1/2" (1) 14 ROD CONT. ON 0 L CHAIRS UNO STEP CONDITION THICKEN® SW @ GARAGE PON-BEARING SCALE: 1/2*4-0 REINF. PER PLAN 8' OR 12' SQUARE v w/LAP PER OR ROUND C.M.U, COVERSHEET COL. PER PLAN V) Ai--, 0'-0" 1 SLOPE "ell [zi CD *r-) z CONCRETE FOOTING a =1E w/ REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) L PER PLAN L 01 of MASONRY COL ON SPREAD FTG. (ConM) 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR C=t co J 11 2c ui o IF 8" C.M.U. WALL FINISH PER ELEVATION SLOPE 9 MONOLITHIC FOUND. W/(2) 14 DIA. ROOS i -O CONT. ON CHAIRS. -1 t 1'4 @ 2 STORY 2x P.T. PLATE SECURED TO SLAB W/ 3' PONDER ACTUATED FASTENERS OR TAPCONS 0 16- O.C. OR (2) ROWS 12d GUN NNLS 0 12' O.C. START SLOPE HERE 2" SLOPE f FLUSH CONDITION CORNER BAR WITH 25* VERTICAL DOWEL MIN. LAP SPLICE EACH AS R EQ'D IN SIDE. SAME SIZE ASCLEAN COMP, W. FOOTING STEEL. 0 NUMBER OF CORNER BARS EQUALS NUMBER OF CONT, BARS NUMBER OF REBAR PER PLAN LAP SPLICE F12-REINF. PLACEMENT AT FTG. CORNERS SCALE: 1/2*4-0 (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2- CONC. FINISH GRADE SLOPE SLAB THICKENED SLAB EDGE SCALE: 1/2'=1'-0 CONCRETE SLAB ON CLEAN COMPACTED FILL 8- SAW CUT SAW CUT NOTE: SAWED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT. TYPICAL SAW CUT JOINT SCALE: 1/2*=1'-0 �1 PVC SLEEVE 1'-4" 0 2 STORY hiBEARING PENETRATION DETAIL SCALE: 1/2'4-0 2x AT 24'0.C. MAX. 1/2' G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV, FINISH FLOOR FINISH CRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS PAVERS TYP. SL OL ► GRADE —HE 8 (1) 14 BAR CONT. \—COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE 1/2-4-0 MASONRY COLUMN PER PLAN SLOPE REINF. PER PLAN CMU COL. PER wAAP PER PLAN COVERSHEET 15 BAR w/25' MIN LAP L-j ID d 15? :2 S IF m PAVERS OR SLAB PER ---/ SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN PER PLAN (IF REQUIRED N ON SPREAD FTG. FM MASONRY COLUMN SCALE. 1/27=1'-0 PAVERS OR SLAB PER SLOPE SPEC. -- CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) LPER PLAN : MASONRY WALL CORNER ON SPREAD F1 m) SCALE: 112`4-0 (1) 15 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS 1 0. EXT. MASONRY WALL @ GAR SCALE: 112'=1'-0 CMU COL. PER PLAN 15 REBAR #5 REBAR w/25' MIN LAP W w/25" MIN LAP -0'- 00 SLOPE now �-Aw ---a- .4 *-- . . '.. I. muj cza CONCRETE FOOTING m c-, w/REBAR AS NO TED o ON FOUNDATION PLAN 4r- (IF REQUIRED) PER PLAN 08 MASONRY WALL CORNER ON SPREAD FTG. (Conaetel SCALE: 1/2"=I'-0 GROUT BE cn POURED CURB d-,O'-O' F.F SLOPE FINISH GRADE x A. 00 00 —MONOLITHIC FOUND. D. MONOLITHIC FOUND, w/(2) #4 DIA. RODS W1 (2) #4 REBAR V-8' B" CONT. ON CHAIRS CONT. ON CHAIRS JF-07-2� EXTERIOR DOOR SILL @ POCKET ZERO 2 1 " 0 IMPACT v GROUT BED D6V P PAVERS PER SPEC DOOR PER SPEC __j PAVERS Uj THICKNESS VARIES) ( THIOKN DOOR THRESHOLD cl- SPEC (THICKNESS CL VARIES) 0'-0' F.E. SLOPE SLOPE 0'-0' FF. —'s PER PLAN /-6 SLOPE >< L.... 00 (3 17i - V-0., 1-019 L i-4 MONOLITHIC FOUND. MONOLITHIC FOUND. V4 0 2-STORY w/(2) 14 DIA. RODS w/(2) #4 DIA. RODS 1'4' 0 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS -07-'� EXTERIOR DOOR SILL @SGD Pavers EXTERIOR DOOR SILL @ MY (Fm SCALE- 1/2"4-0 SCALE: 1/2"=1 1 -0 2X AT 16' O.C. W/ ­-� -- vk 2X AT 16" D.C. W/ 1/2' CM EA. SIDE SEE HEADER/UNTEL PLAN FOR 112' GWI3 EA. SIDE SEE HEADER/UNTIL PLAN FOR ASSOCIATED WALL DETAIL 2" ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT STEP PER PLAN SLOPE SLOPE ------ j. 0-4 'C--4 1(2) 14 ROD CONT (2) 14 ROD CONT. ON CHAIRS 1'- On [10 1/2"[ ON CHAIRS 10 112-1 1'-0" 110 1/2"[ SCALE: 1/2*4-0 PENETRATING VEHICLE SIDE OF PEDESTAL 1. 30' L vi 01 8* C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS 3O%30"x12' CONC. FTG. w/ (3) #4 REBAR EA. WAY REBAR 3* OM TOP & 10" ND 0 BOTTOM GAS WATER HEATER PEDIEgqGAS COMMUNES SCALE: 1/2*=1'-0 LOCATE PER ARCHITECTURAL DRAWINGS • (1) #4 REINFORCMENT SEE FOUNDATIDN PLAN L.4" 1, BAR CONT. CONC. PER SCHEDULE Of SLOPE TO DRAIN -31 SHOWER RECESS SCALE: 1/2*4-0 SCALE: 1/2"=V-0 DOOR PER SPEC DOOR THRESHOLD PER PLAN T. BRICK IRESHOLD q i, PER PLAN TT71 4­ MONOLITHIC FOUND. LI-1— # W/ (2) #4 DIA. RODS — L CONT. ON CHAIRS L ALT. FLUSH BRICK 1'-4' 0 2 STAY THRESHOLD JL-% WMOR DOOR SILL @ ENTRY (Concrete) SCALE: 1/2'=I'-0 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL 2X AT 16' O.C. W1 SPECIFYING ANCHOR REQUIREMENT 1/2" CWB EA, SIDE (2) #4 DIA. RODS CONT. ON CHAIRS A.- ICD Oil -0), ion 1-� THICKEND SLAB @ INTERIOR WALL SCALE: I/2"=1'-O %J11111 j/ Fi0%eldstone C.0,A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: No. 860 29349 0 BENJAMIN NIESE, PE P.E.# 86025 4: z 0 IAN MCCULLOUGH, PE $ P.E.# 80956 08/23/2021 DAT-0-0— j I I I I I %\\ *PulteGroupr PRODUCT MANAGER - - - - RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famfly SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S1'0 CP) FOUNDATION PLAN SCALE: 1 /4"=1'-O" oc I a 40'-0" 14'-0" p 26'-0" 23'-4" '-0 S1A 24"x32"x12" CONC FTG w/ 24"x32"x12" CONC FTG W/ 81A #4 REBAR 06" O.C. EA WAY4 REBAR @ 6" O.C. EA WAY— . F11 F11 -- S1A o S1A ... ... "o� w/OPT. SCREEN N w/OPT. SCREEN I I o o ENCLOSURE ENCLOSURE a 3'-0" 8" 1'-0" " 3'-0" 3'-8" „ 16'-8" " 4'-0" I� F12 " n S1A VERIFY M.O. VERIFY M.O.lie o � I o � s,-o I z i S.C. I � I o I� CD r' IT a I, S.C. 9" 3'-3" 6'-10 1 /2" 6'-6 1/2 _ F10 o •I 1 STORY S1•Q 24"x24"x12" CONC 1 STORY M u 2 STORY _ — � �� IF _ FTG w/ #4 REBAR 6" Q.C. EA WAY 2 STORY . I I — L.21 1'-1" 'j 14'-8 3/4" o ' 1 ' -2 1/4" oo oo 11 I Q• C co O • • F10 I S.C. S1A 1 S1 A I I I 00 rFM REFER TO C, ARCHITECTURE FOR S1.0 ACTUAL WALL LOCATION CV START SLOPE HERE VA ES I I , S.C. ` I I oo I v s S1�A LONGDCORNER 4CRACK BARS 0 ALL CORNERS I _ " ( OF SLAB (TYPICAL) o b 1 "c t? o 0 O I a rFM I N S.C. Fit is Amd lml 11 1 lffx�— 10101 1 VERIFY VERIFY M.O. S1.0 - --0 M.O. 4'-0" [1'-4" 2'-1" " 1>-0„ 2, g„ F06 I 0 o 24"x24"x12" CONC FTG w/ Ln o � #4 REBAR ®6" O.C. EA WAY • . • I , o . VERIFY M.O. 16'-8" 20'-0" 40'-0' 7 13'-4" 20'-0" LEGEND SYMBOLS A 8x8 FILLED CELL W/ #5 REBAR FN-T-21 8.8 FILLED CELL W/ (2)15 REBAR ® INSIDE FACE © 8x8 FILLED CELL W/ NO REBAR REQUIRED r 45' CMU - ALL CELLS W/ #5 REBAR a 12x12 FILLED CELL W/ (4)-#5 REBAR OIL ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DETAIL INDICATOR I FLOOR SLAB NOTES: 3 1/2" 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6" AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN "L" SHAPED SLAB REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36" (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12" (305mm) APART, WITH THE FIRST BAR PLACED 2- (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. I PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS O • `%%IIIIIIII C60 Fieldstone`��p C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: No. $B 29349 _ ■ BENJAMIN NIESE, PE r f P.E.# 86025 ❑ IAN MCCULLOUGH, PE ♦� Q ST i P.E.# 80956 08/23/2021 DATE SIGNED OR1G-:•�CZ``sz, '����ir��NAl.1f; �♦ '*PulteGrou I" PRODUCT MANAGER RELEASE DATE: XX XX PROJECT TYPE Sin a Famil, SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET siol WALL BASE PLAN SCALE: 1/4"=1'-O" LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8" KNOCK OUT BLOCK WITH #5 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4' NOMINAL BEARING PER END 0 UNTELS OR AS REQUIRED BY MANUF. (NOTE:MOST MANUFACTURERS REQ. 8" BEARING 0 SPANS > 12'-4') 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12'-4' SHALL BE PRESTRESSED. 4. BOND BEAM ELEV = 9'-4" U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4" FOR ALL LINTELS 28' OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED r QUANTITY OF REBAR AT 1 BOTTOM OF LINTEL CAVITY rNOMINAL 16-1B/1T LLQUANTITY OF 15 REBAR AT TOP NOMINAL HEIGHT WIDTH #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR a CMU GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING ACTUAL PROVIDED IN UNTEL (VARIES) 8" NOMINAL WIDTH LEGEND DETAIL INDICATOR X%X LINTEL OR WOOD HEADER DESIGNATION ALL WODD 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 MITER LINTELS BY FIELD ROUGH BELOW OPENING CUTTING 6 G PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAIL w #5 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL #5 BAR AS SHOWN COLUMN BELOW ►o°o Fieldstone �� ail. • E i C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ■ BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE TE OF P.E.#80956�[OR10p• 08/23/2021 � 01VA%-DATE SIGNED W \\� LD *PulteGroupr PRODUCT MANAGER RELEASE Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S11 *PulteGroupr PRODUCT MANAGER RELEASE DATE: XX XX XX FM DAMAEMMM PROJECT TYPE Sin le Famfl SPECIFICATION LEVEL Palte PLAN NAME Whitestone NPC CHILD NUMBER 22117M1 SHEET S2.2 0 cV N N 0 N FLOOR LOW ROOF FRAMING PLAN SCALE: 1 /4"=V-0" GENERAL NOTES I. 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 SHEATHNG TO COMPLY WITH MINIMUM CODE REQUIREMENTS U.N.O. IN THESE DRAWINGS. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2h2 MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 1. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWNGS. 8. PROVIDE SOLID BLOCKING FROM ALL BEAMS do GIRDERS TD FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. 8) MULTI -PLY TRUSS REQURE (2)SDWC15600 AT EA PLY. C) (i)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 DETAIL INDICATOR CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURERS PROFESSIONAL ENGINEER. O • ```11%1111 11, 00o Fieldstone .\\ E . C C.O.A# ARCHITECTURE: AA26002802 �.. C.O.A.# ENGINEERING: NO. 860 29349 BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE STATE OF P.E.# 80956 08/23/2021 A D �/1/111IWO C5 CL 0 N c� CL 0 c.� O *PulteGroupr PRODUCT MANAGER RELEASE DATE: XX XX XXXX PROJECT TYPE Single Famfl SPEgFICATION LEVEL PLAN NAME Whitestone NPC CHILD NUMBER 211!�H.,%1 mS3 E5 CL 0 N 2 C.� CD O U a liPulteGroup- MANAGER IRELEASE I DATE: XX IXX /XXXX PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S32• 51RUC1LIRAL SHIEATHNfI` SEE PIAN AiD DEEM F^° "T' 'R PREB4108WOOD TTIL�BESAT24'RC.WUL •OR- ?z BlOCtONG AT SHEATHN6 BD6ES W 2x RBBON BOIN ATTACK TO ($8d NAILS NTOTRUSS TRW 10d WA 24e0:C. OONTK 0US STRICTURAL CEN1EFi WULSPACNO 3FBATI#1 SHEA7H3iTTPICN. COIiTiAlOUS SiR1OURAALSHERTHWG SHEAT}N!G DEVIL NALPERTY11"CALS EATMiG DETAIL n1TAL TRUSS AIMM PEtPIAN DETALATTRIWSHEEL>0114e TYPICAL',,,,,,,, ANCHOR PER PLAN NOTE: MMAMEG11B1 WAWKOSANDIORTRU MOFACt1!>siERDRAWN(WFOR SPIMTAVSSPt M NFOTWATTDN.4 HEEL HEX;HTfS, UK 00HANN ST1TIOURALSwAm SEE PIAN AND DEVILS FOR ATTA0w Pii�BJ(TNffAEOW00D TRUSSESATWOA MAX TRUSS ANCHOR PER PLAN FASGI� SEE ARpi DW(W) BOND BEAM PER PIAN DEfAILATTYPICALTRUSSWHEEL <9114' we i�BtTOARQiIECiUAlilD141W1189Ma0A1RlBS STAUCNRALSFEAITiI%T Sl3:PlIW MANUFAMWORAM 0FORSPEOT•TCTiWFACILE AND DETAILS FOR ATTACHMENT NFORMAWL(LI.HILLHETOHT$SLOPBMffi 08i PRE681WWOOD TRUSIMAT24'O.C.WUL 2z8LOgaiGATSIiA1HNGE0(i1=S� bRBBONBONMATTACOM 8d NAILS N10TRI1S8 TRUSSWM 10d NA9S,WOC. CONENrTIIOUSSTAIX,"TIIRALSHFJITHNO CENZI WIX.SPACING NALPER TYPICALSHEATTW4G DETAIL SIRUCTUMLSHEATHNG NIL FERI PXJiLSHEATHNBDETAL Rt11M14G PBI PLAN Ff1AM1G PBi P�IIW FETALAT IVMM HEEL> 9 W Sty PLAN ANT? DETAILS FOR ATTACHMENT PREa4 W0ODTRU89ESAT 24'O.C.WUL TLGSANCHORPER PLAN i FRAMNG PER PLAN FAVA 90 APO MR CONT1Al0US b'IRIlC1UIW. SHFATH4G NAL PER TYPICAL SHEAT" DELL riiiiTWATRUSSW HEEL < 9 IN TRIM6ATTAOHMENT: ALL7R= E DSATETO BE SEOUIED TOTI EWA1LMM UM ONE OFTTtI: MM METHOD& ONE FULLWU MUST i E L6W FORCONT14110U8 LOAD PATH: s, NBTALLTYPICALTiUBSANCNORTHIgU0E10BiffAN%811BHFATft100RFIN g #VWLLT1W1W00mWWm& UPLFT. h NBTALLTWALTi MOONNBCTORFUTRUSS70TOPRMONli OFT11EWALLgIH2b11eE6Hi1fOTHEi{81LDTOTOPPUTE M. SIilImBCONi14UOUSANDWLLTRANNEIII01 �11 EARILM. G NMMICHORASMOFORONiHEPLANS.TWSIRAPSAlEMBENSTlOONTiENUOFMWALLANrSfMFROMTHE SM8TOTIEUID6LYNM8TMICi KWLLiECALLEDFORONTHEi M. d. WMT1'PICALRUSCi1OFROMTiI ID 0PRME0918THN0600Ni1Al0U8ANDWLJ.7M SCME0SiffIUR.FT. DROOF TRUSS ON MASONRY ROOF TRUSS ON FRAMING RO1�a� R02 scale: =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 3'-6" TO 6'-6' USE ONE 20 'L" BACK. 2. AT VERTICALS OVER 6'-6' TO 8'-4" USE (2) 2x4 'L' BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 20 : 0 "L" BACK AND AN ADDITIONAL DIAGONAL BRACE 15 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, -20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK FROM GABLE TRUSS. /-WHEN SECOND BRACE IS REQUIRED, NAIL TO 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. 11 APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 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" ANCHOR BOLTS AT 4'-0" O.C, MAX w/2"x2° PL. STRUCTURAL SHEATHING CMuI WASHERS AND 7" EMBEDMENT, SEE PLAN FOR ATTACHMENT NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w/ 12d's AT 4" D.C. BEAM PER PLAN, FOR RAKED BEAM AT VAULTED CONDITION, SEE PLAN AND DETAIL. / CONT. 2x4 CONTINUOUS \ 20 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED / BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP STRUCTURAL NAILS 0 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NJ% BRACE SPLICE SHOWN NAILING , PER PLAN \ 2x4 BLOCKING AT 48' Q.C. - 3 TRUSS BAYS WOOD FRAMING 2x6 NAILED ®BOTTOM PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE GABLE END TRUSS BRACING DETAIL R09 Ku GABLE END 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. (8) 10d NAILS EACH STRAP ENGINEERED WOOD e CONT. 2x6 w/ (2) 12d NAILS OCOFMAXUSS AT 24" / / O. CMU WALL STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d @ EA CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING d 0 (4) 1/4' 0 c 2-1/4" M, SCREWS AT EACH STRAP, (1) SIMPSON HTSM16 :Q, CONDTIONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 0 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. OD IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. y ISSED TRUSS STRAP REPAIR (R913"L (TYPICAL CMU WALL CONNEMN 7=10%HOLIBEWDTH T 0 tE -::j —1 ROM X 1O GABLE END l , BOSTON IP L 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d 0 EA OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS _ 01\ - 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) 10d -SHEATHING PER PLAN. -OR- 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. RWW-020 VALLEY SET OVER FRAME 9L'=10%HOUSE WDTH X 0 RDGi: 0 GALB.E END GABLE "X x=10%HOUSE W M FAH' ROOFSHEATHNG WILE ROOF FA51ENN0 ZONES 80NG $♦TAN( 0113ex2,4m 1 2 3 SHIM. 7Ar SPIN RATIO SHEATHNG 0FPSE1I ON71e=10%HOUSEWIIDTH 7C 7P TIE' 1Tf SIPANRATED SHEATFNG PANELM11RO HIM (1) roc. rot 4eo.C. METAL•15152'SPANRATLDS116TFNG PANELFEW M rD.C. E0PA I 8'QC. NOTES: 'OE"SKWIEDWITHENGIEEfILIG 1. LONG SIDE OFSIEATHNGTO BEPEHP5WMTOT0SES0R R*1MTftAL RATIO RTHATMffTSASCE7- 8 2. EDOESPACM& OAPPLESOV@IGABLE ENOWAU SORTRU M. 3. FASiM ZONES 2 N O 3 ARE EOLULT010% OFTOTAL HOUSE WD iH, DIENSION 7POFFSET FROM ROOF EM WWIDEHOUSE = TZONE, 40WDE HOUSE = 4'3NE"50'WIDE HOUSE 5 80'WDEHOUSE=GZONE ROOF SHEATHING ATTACHMENT DIAGRAM R 11 Scole: 1 /2"=1'-0" 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' D.C. w/ MINIMUM 8d NAILS BLOCK 8'-0' BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING M/ (5) 12d COMMON NAILS EA E4ND @ 32' MAX. SPACING CIF LENGTH IS LESS THAN 4'-0' USE 20 "L' BACK, NC IF LENGTH IS GREATER THEN 4'-O' USE (2) 2x4 "L" BACKS. NAIL 'L' BACKS w/12d ® 12'O.C.(NOTCHED 0 TOP w/2-12d TOENAILS 'L' BACK -EXTEND 6' PAST LOWER ROOF SHEATHING SHEATHING PER PLAN' PARTIAL GABLE END TRUSS DETAIL Now PARTIAL GABLE VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN "T"CTURAL THING SEE PLAN ATTACHMENT ENGINEERED SES AT 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 rR07 WALL TO BOTT. OF BLOCKING AT 24" O.C. FOR VERT. REINF, ROOF SHEATHING PER PLAN WALL BRACING AT NON -BEARING EXTERIOR WALL ;HEATHING PER SHEATHING PER 'LAN. PLAN. -OR- ----------- ---- - - ---- 2x4 PURLIN 0 EA VALLEY (1) SDK15600 TRUSS SCREW TRUSS. NAIL TO COMMON TO EVERY TRUSS BELOW TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL 0 8" O.C. STRUCTURAL SHEATHING PER PLAN 2x4 OUTLOOKER FRAMING AT 24" O.C. OVER DROPPED GABLE END TRUSS. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS. — CONT. 2x4 w/ (2) 12d NAILS --` SIMPSON H10A w/(16)8d NAILS MIN. - STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. 7AX. TRUSS ANCHOR SEE CONN. CHART - BOND BEAM PER PLAIJ� FASCIA SEE ARCH. DRAWINGS CMU 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, BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 3 1. AT VERTICALS 3'-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). 2x SHTG. J. AT VERTICALS OVER 8'-4" TO 13'-0' USE ONE 20 BLOCKING '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 8" CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END, IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H2,5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE " ST1iVCTftSTEIITHNG PERSHEDIN,E WOO NIALNi PER DETAIL 1410d N LS @EA OLTTT4 o 21114001TTIlOm :R @12'O.C. & KOC MG BETWEEN TRUSSES, TOENAIL @FA. END OONT.2t FASMW/016d NAILS AT EACH OUROO103I 8�t12'(L4Nj OONC4iETE AAIO: BEIWW0#5@70PdBOTTOM FLL CELLS ACOORDNG TO DETAIL CALLOUTON S'IRUCTIIRM.DRAW10 214 Pf. LOW ATTACHEDTOWALL w11141Q,914e TAPCONS @ W LL ONE BRACE NEAR THE O.C. O APPROX. 45-DEG ANU-EAND THE REMAINDER AT 48 GABLE END DETAIL @ CONCRETE RAKE BEAM R33 Sock: SPLICE DETAIL FOR DIAGONAL 4' LAP WiTH "T" LAP 1/2"=1'-0" RWM-330 NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN TCH HIP GABLE TRUSS BRACING DETAIL WDROPPED GABLE ROOF TRUSS PER MANUFACTURER 2x6 LEDGER TO FRAME w/(2) 1/4' x 3" WOOD SCREW 016' 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 IPER PLAN 20 FIELD FRAMED RAFTER 0 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 20 LEDGER TO FASCIA CUT FRAME: PER SPECS w/ (2) w/ 1/4' x 3' WOOD SCREW 0 16" O.C. SUSPENDE�DR AFTER 1 scale; 1/2„_1 BOSTON HIP 00o Fieldstone C.O.A# ARCHITECTURE: i AA26002802 C.O.A.# ENGINEERING: 5 29349 BENJAMIN NIESE, PE .0 P.E.# 86025 "A ❑ TAN MCCULLOUGH, PE P.E.# 80956 i R 08/23/2021 ITVA. �• ��` DATE SIN 1//111111 L *PulteGroufr RELEASE DATE: XX XX XXXX DAWJM ' . -- PROJECT TYPE ri Sin a Famfl SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117M SHEET S4.1 ' e ° o ° 0 ° e NOTE: SHEATHING PROVIDE BLOCKING EDGES. 0 AT ALL 0 ° ° e e ° ° e 0 ° ° 0 AIL 12' IN 0 0 e SPACING AT FIELD ° °ee eee STUD SPACING PER PLAN EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 1/16" SHEATHING 8d 3" D.C. 3" O.C. 12" 0.C. ALL EDGES SINGLE NAIL EDGE 'SPACING 1/2" 1/2 S 1/2' DOUBLE NAIL EDGE SPACIN( —20 BLOCKING NAILING STRUCTURAL SHEATHING PER PLAN SHEATHING SPLICE -SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING TYPICAL SHEATHING DETAIL an TOP PLATE CONNECTOR: (2) SOWC15600 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 -2x STUDS AT 16" O.C. SHEATHING PER PLAN BOTTOM PLATE CONNECTOR: (3) SDWC15450 SCREWS EA STUD �-- REFER TO FOUNDATION PLAN FOR TISIZE AND LOCATION LONDBEMRIG NNAL�C7LPLIW10 8" K.Q. BLOCK w/ #5 BAR GROUTED SOLID 15 BAR w/ A.C.I. STANDARD HOOK AT TOP, LAP PER GENERAL NOTES POURED CELL w/ (1) #5 BAR CDNT, FROM BEAM TO FOOTING 8" CMU WALL LAID IN RUNNING BOND W21 STEP DOWN TIE BEAM N 0 N 00 DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUC 2x P.T. PLATE SECURED TO SLAB w/ 3" POWDER ACTUI FASTENERS OR TAPCONS 9 O.C. OR (2) ROWS 12d GUN NAILS 0 12" O.C. W11 #5 REBAR w/ A.C.I. STANDARD HOOK AT TOP. LAP PER GENERAL NOTES BOND BEAM TOP COURSE LINTEL OVER OPENING EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" MIN 8d 3" O.C. 3" O.C. 12" O.C. ALL EDGES W02�GABLE END SHEATHING DETAIL STUDS AT 16" O.C. ATHING PER PLAN 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. (2) SDWC15600 0 TOP OF JACK STUDS, U.N.O. DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. 'ROVIDE 48' LAP SPLICE w/ (3) 10d ;OMMON NAILS AT ENDS. NAIL PLATES ;ONT. w/ 10d COMMONS AT 16' O.C. — (6) 10d NAILS KING STUD TO HEADER (MIN 3 EA PLY) ^1) SIMPSON LSTA18 ENTER ON HEADER. >HEATHING PER PLAN — 'x STUDS AT 16" O.C. — 3)SDWC15450 0 BOTTOM F JACK STUDS, U.N.O. — NAILING PER PLAN — UPLIFT NAILING PER PLAN CRIPPLES AS REQ'D HEADER PER PLAN, (2) PLY MIN. ADD110NAL JACK STUD AND CONNECTORS REQUIREMENTS PER PLAN. FASTEN WALL SHEATHING AT 3" O.C. ALL AROUND OPENING FT —1 T— II II II II II II II II II II II II =u=.JL NOTE: TYPICAL FOR EXTERIOR BEARING WALLS FRAMING TO BE 20 U.N.O. ON PLANS mina TYPICAL FRAMED BEARING WALL 0"-16" MAX. GAP 2x4 FILL w/ 2" MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED .AT WINDOW FASTENER LOCATIONS. �--- REFER TO FOUNDATION \ PLAN FOR FOOTING ix P.T. SHIM SIZE AND LOCATION NOTES: ALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. OAD BEARING WALL W/o UPLIFT 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. KNOCK OUT BLOCK w/ #5 BAR GROUTED W13 ARCH FRAMING DETAIL w SOLID #5 VERTICAL BAR IN GROUTED CELL 8' CMU WALL LAID IN RUNNING BOND W21A1STEPPED BOND BEAM OVER LINTEL EBAR, CONT. IN I BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. EBAR VERTICAL IN I FILLED CELLS, PLAN). -BAR VERTICAL ED 25" MIN. U.N.O. CLEAN OUT AT ALL CELLS. =OUNDATION PLAN DETAILS FOR FOOTING 'ORCING. i U Lnr \ 1 1 nUrti/ W1 TYPICAL FILLED CELL DETAIL 9 ROOF SHEATHING PER PLAN TRUSSES PER PLAN (2) SDWC15600 PLATE TO TRUSS, U.N,O. 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/ 1IOd COMMONS AT 16" D.C. — (6) 10d NAILS KING STUD TO HEADER (MIN. 3 EA. PLY) (1) SIMPSON LSTA24 w/ (18) 10d NAILS U.N,O - CENTER ON BOTTOM HEADER CONNECT WALLS PER W10 DETAIL — 2x STUDS AT 16" O.C. TRUSS BOTTOM CHORD PER MANUF. 0 24' O.C. �— (2) SDKI5600 TOP PLATES TO EA HEADER PLY ADJACENT TO EA TRUSS, UNO HEADER PER PLAN, (2) PLY MIN. ADDI110NAL JACK STUD AND CONNECTORS REQUIREMENTS PER PLAN. F F —1 T— II II (3) SDWC15450 0 BOTTOM I I I I OF KING/JACK, U.N.O. I I I I II II II II II II Ll__jL __j NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING. FRAMING TO BE 20 U.N.O. ON PLANS, IF CRIPPLE STUDS ABOVE HEADER, CONNECT CRIPPLES TO TOP PLATES & HEADER w/ (1) H2.5A. TOP PLATE TO — STUD CONNECTOR TYP. EA STUD (STRAP PER PLAN). BOTTOM PLATE TO -- STUD CONNECTOR TYP. EA STUD (STRAP PER PLAN). a e ° ° ° e ° NOTE: SHEATHING ° PROVIDE BLOCKING EDGES. ° T AT ALL ° ° ° ° ° ° ° o ° ° a ° STAPLE ° AT 3" ° 0 SPACING O.C. IN FIELD ° ° o 0 LOFT WALL SHEATHING SHEATHING STAPLE VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED THERMO-PLY RED 15x16' CROWN 3" D.C. 3" O.C. 3' O.C. ALL x 1-3/4" LEG EDGES NOTE: ATTACH 1/2' GYPSUM WALL BOARD TO STUDS w/ 16 TYPE W OR S SCREWS 1-1/4" LONG OR 5d COOLER NAILS w/ 16' EDGE NAIL SPACING AND 16' FIELD SPACING. 3/4" c /R" SINGLE STAPLE EDGE SPACING 1/2 S ° DOUBLE STAPLE EDGE SPACING ---- 2x4 BLOCKING STAPLE SNEATHNG SPLICE -SANE THICKNESS AND STUD7SPACIRjPLAN-:J STRUCTURAL SHEATHINGJ PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING D THERMO-PLY SHEATHING 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 @ 6" O.C. 2x8 TO 2x12 PT 2x12 AT WALL TO BE FASTENED TO PRECAST w/ (2) ROWS STAGGERED OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. S.G.D PER PLAN, INSTALL PER MAN. SPECS. O Fieldstone". To ♦♦G���p"'� ' POCKET S.G.D. DETAIL C.O.A#ARCHITECTURE: W32 .t AA26002802 C.O.A.# ENGINEERING: 01,860 29349 — BENJAMIN NIESE, PE P.E.# 86025 " ❑ IAN MCCULLOUGH, PE ,0 STAT �4 P.E.# 80956 *� •. RIO�G,`1;` 08/23/ 021 /gjS/ONAi.,`��� DATE SIGNED 111 0 CD 0 U tPulteGrounr ~1z 1116- o o Q �Ml 00 p CA W C I —I w x � � PRODUCT MANAGER IRELEASE nATP. vv /vv /vvvv PROJECT TYPE Sin a Famfl SPECIFICATION LEVEL Ptulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4*2 IN]. FINISH 1xWOOD 1x P.T. BUCK ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL SILICONE SEALANT FINS- PER ELEVATION WOOD BUCK ATTACHMENT: 1 x 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 ALTSUM- 2x OR GREATER BUCK TO MASONRY BLIt.TAV THICKNESS < 2114' =1 i4'0 x 4' TAPCONS @ 4' FROM ENDS AND 17 O.C. REMAINDER. w/ 1 14'EMBEDMENT 14 TYPICAL WINDOW ATTACHMENT DETAIL N, T. S. WGM -140 WOOD BUCK ATTACHMENT: ITT. FINISH 2)(OR GREATER BUCK TO MASONRY 1x WOOD BUILT-UP THICKNESS < 2114' =114'0 x 4' & P.T. BUCK TAPCONS @ 4'FROM ENDS AND 12'O.C. REMAINDER wl 1114"EMBEDMENT ATTACH DOOR PER FLONDA PRODUCT APPROVAL ALTERNATE: 1x CUSTOM PT BUCKTO MASONRY BRICK MOLD MATCH FRAME WIDTH, ATTACH w/ T NAILS FINISH PER ELEVATION @ 4-FROM ENDS AND 12' O.C. REMAINDER. ATTACH DOOR THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL TYPICAL DOOR ATTACHMENT DETAIL N.T.S. WGM-150 EXTERIOR CONCAAL1 GARAGE DOOR AND TRACK, INSTALLED •.. PER MANUFACTURERS SPECIFICATIONS. a" 2X6 WOOD BUCK ANCHORED TO CMU w/ 1/P' x 6' U BOLTS OR 51r x S' SIMPSON TITEN HDS w/ ?WASHERS AT 24' O.C. & WITHIN 6 OF TOP AND BOTTOM, OR (2) FRAME TO BUCK TO ROWS OF 114' x 3' MASONRY SCREWS @ MASONRY I? O.C. STAGGER ROWS V FROM EACH END EXTERIOR CONCAALL 114' DRIVE-IN ANCHOR GATIAGE DOOR AND TRACK INSTALLED ' PER MANUFACTURERS SPECIFICATIONS. a: 1rr x21 /4'HILTI SLEEVE ANCHOR OR EQUAL MIN. I lt? EMBED INTO FEE MASONRY (1) PER BRACKET FMMETOMASMRY TYPICAL GARAGE DOOR ATTACHMENT N.T.S. WGM-160 STUD COLUMNS PER PLAN )G SIDS SCREW 0 16' D.C. - STAGGERED EACH 5DE OF POST (RESULIING IN 8" O.C. ND COLUMNS PER PLAN OVERALL SPACING) 4-PLY: Y, x 5' SUS SCREWS 5-PLY: r x 6' SDS SCREWS 6-PLY'. Y x 8' SOS SCREWS 7-PLY: K x 8' SDS SCREWS C516 OR EQUIV. (TOP. MIDDLE AND BOTTOM) Od NAILS 0 B' O.C. i PLY) PRIMARY MI IHiAl 133 STUD PACK DETAIL (2) 10d NAILS 8 B' O.C. (EACH PLY) ALTERNATE METHOD FOR (4) PLY OR MORE STUD COLUMNS 12 PER E0. INTERIOR STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAM & OTHER REQ. INSULATION AS PER SPEC. PRE-ENGINEERED GINEERED ROOF TRUSSES. REFER TO TRUSS MFGR DWGS ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS i REFER TO PLAN FASCIA PER COMMUNITY SPEC. SOFFIT PER LWNLUFACTURER'S INSTALLATION INSTRUCTIONS BOND BEAM PER PLAN SEE STRX7. FOR ALL RFINF. REQ. EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS U-VFIN. FL FINISHED GRADE - MONOLITHIC FND., SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH, & REW. REQ. TYPICAL 1 STORY WALL SECTION III`, STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAIWIG & OTHER REQ. INSULATION AS PER SPEC. PAE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGFL DWG ASPHALT ROOF SHINGLE (OR TILL: PER SPEC.) TRUSS STRAP PER STRUCT. DETALS I REFER TO PLAN FASCIA PER COMMUNITY SPEC. SOFTTTPER MANUFACTURERS INSTALLATION INSTRUCTIONS BOND BEW PER PLAN PRECAST UIN T•1 PER PLAN OPENING w/ PRECdST SILL PER PLAN SEE STRUGT. FOR ALL REINF. REO. EXTERIOR INTERIOR SEE STRUCT. DETAILS FOR VARIATIONS L_ V-TFN. FL 1 FNISFED GRADE °^ MONOLITHIC FND., SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. ,TYPICAL 1 STORY WALL SECTION Scale: NTS CMU WALL PER PLAN ATTACH A 2xP.T. TO CMU w/ (6) EQ. SPACED 3/18' x 31/4' CONCRETE SCREWS wl WASHER HEAD. T IAA)( FROM TOP AND BOTTOM. ALTERNATE: ATTACH A 2x P.T. TO CMU wl (3)112-A.B. w/ 6' EMBEDMENT, SPACED AS SHOWN wl2X2 PLATE WASHERS. BOLT INTERIOR WALLS TO CMU ONLY WHERE FWI DETAIL IS CALLED OUT ON PLANS. FILLED CELL PER PLAN PRECAST LINTEL GRAVITY LOAD TABLE v42' LOADS LISTED HAV E BEEN CALC JLATED OR COMPILED FROM APPROV ED MANUFACTURE RS CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAX IMUM LOAD (PLF) APPROX. UNTELLENGTH MAX- CLEAR OPENING TYPE A 18"LINTEL 8' TYPE B 8" TYPE C 12" TYPE B 12" TYPE C 14" TYPE B** 14" TYPE C-- 16" TYPE B 16" TYPE C 20" TYPE B 2(Y' TYPE C 2' TYPE 6 24" TYPE C 29' TfPE E 29- TYPE C 32" TYPE S 32" TYPE C 2' 10' 1' 6" 22-31 31069 3-7-93280 5163 6607 264 930-2 :OO J0 3069 4605 5206 6113 7547 8974 loom 1000) 3' 6' 2' 2" 2231 3069 3719 3230 5163 6667 80'a4 9502 1-1,- 'r 3069 4605 5206 6113 - 7547 8974 10000 10t?00 4' 0' 2' 8' 1783 2561 7; 3230 3820 4890 5961 -7034 8107 2561 4605 6113 7547 397-': 10OLE. 1000D 4' 6" 3' 2` 1343 1969 2-0 _5206 2992 2931 1 3756 457rl - - 5400 6224 1969 4375 5206 6113 7019 8672 10000 10000 4' 8' 3' 4' 1217 349 43v 17.6 i999 2560 31-32 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 5' 4' $' 0' 1 cc, el '349 14-�8 -6 -14 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5' 10,. 4' 6" 860 1 73 -6LK) .&31 2090 2549 1lv9 S-. 1105 2622 - 4242 4360 3942 4889 5817 - 6662 6' 6' 52' 71D 1232 1 77 3'38 3480 303: 3707 4383 5061 1232 2177 -- 2738 3480 5381 _C' 8625 7590 7' 6' 6' 2" 570 991 .729 2-'C-S 2632 2205 3:91 3685 991 1729 2108 2632 3898 5661 4742 5501 8' 4, 7' 0' 488 69-9 .tom' -n-0 1626 2564 11-:s 28--8 3302 699 1245 1516 1843 2564 3486 2964 3397 9' 4" 8' 0'. 416 699 , IW NrA 1625 2364 34?6 _818 330< 699 1245 N/A 1843 2564 3486 2964 3387 10' 6'" 9' 2' 3-1- 535 89v N:a i247 z093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 11' 4" i0' 0' �:� 567 890 :366 i846 2423 3127 �OC6 567 945 N/A 1366 1846 2423 3127 4006 0" 10 8°` 292 525 S73 .:: 1684 2193 2805 3 5 5 -1 525 873 N/A - 1254 1684 2193 2805 3552 - --12' 12' 6" 1V 2" 277 47: 755 N 'A i075 1428 :838 23',6 2583 471 755 N/A 1075 1428 1838 2316 2883 13' 4" 12' 0" - J_ -•7: 755 iN; A -075 ::2c :838 23-6 253 , 471 755 N/A 1075 1428 1838 2316 2883 24 0 ' g" 23y 424 70C N.'A. .:'C-- _326 :697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 - N/A N;'�% N;A N.'A N/A NjA. r`'A % N/A 783 * N /A 1234* 1421* 1779* 1 e"a8* 2662' =' 11vC' N/A ,A NA N!A d,'A.V' N/A 710' N/A -1160 1331� 1J;'A 660" 2032* 2459* 17' 4' ea 0" NIA N/A N.-A N..+'A N„A N/A Ni++ N!A N 11 A N/A 548" _ N/A 9521 1117* 1379" 1671* 1997" 19' 4" 18 TN, N; A % N;'A r•1,A N1A N/A '�/A NiA _N/A N/A 420* N/A - 750* 960* - ----- 1177* 1415* 1676* 2aW 19g, N/A N/A. N;'A. N/A N/A N/A N%'A N/A N/A 340* N/A 598* 845* 1114* 1345* 1468* 24' 0' 22' 8' N i a N/A N/A. N/A. N/A N/A N A N,,A N:'A N/A 250- N/A 450' 650* *880 1090* 1220" * PRE5TRESSED ** 8" W/2" RECESS U-LINTELS Type A =Unfilled no Rebar: Type B =Continuous Grout, Steel per Plan in Bond Bearn Only, Type C = Continous Grout,5teei per plan in Bond Beam & Lintel DOUBLE TOP PLATE P.T. BOTTOM PLATE FRAMED BRIG. WALL TO MASONRY WALL Scale: 1 /2"=1'-0" WGG-040 CONNECTOR FASTENERS ALLOWABLE LOADS QTY TYPE GRAVITY (Ib5) @ 1.0 UPLIFT (Ibs) chi 1.6 LATERAL (Ibs) @ 16 META 16 8 D.148' xi-1/2" 1450 F.1 . 340 F2. 770 HETA16 9 0.148"xl-1/2" 1810 Fi.340 F2: 770 (2) META16 P I-Ov 10 0.148"xl-1/2" 1875 F1 , 680 F2 . 770 (2) I'AETA 16 Ca', 2- or 3- I 14 0.162"x3 ij2" i795 Fl : 1285 F2 : 1080 (2) HETA16 1-ply 10 0.148"xl-1/2" 1920 F1 680 F2 770 (2) HETA16 0 2- or 3- ol v 12 0.162"x3-2/2" 2365 F1 : 1350 F2: 1430 HSTM16 8 0.148"xl-1/2" - �- - 1110 FI:120 4 1/4"x1-3/4' Titen 2 1`2 :90 MTS12 14 0.148"xl-1/2" 990 MTS 16 14 0.148"x l- 2 2" 990 HTS16 16 0.148"xl-1/2" 1310 HTS20 24 0.148"xl-1/2" 1310 LSTA12 10 0.148"x2-1/2" 925 -- LSTA13 1.' D.148"x2-1/2' ;23: LSTA30 22 0.148"x2-1/2" -- 1640 MSTA30 22 0.148"x2-1'2'* -- 20SO MSTC52 62 0.148"x3-1/4" 4735 tt1STC(,140 lO 1/4"x2-1/4" Titen 2 2800 i. 4 0.148"x 3- l 4" MGT 22 0.148"x3" 3965 F1 : 775 5/8" ATR - F2: 525 VGTR or L - 5/ 8" ATR 2225 F 1 . 650 16 1/4"x3" SIDS F2. 630 VGTR'L 2 5/8" ATR 5545 F1 650 32 14"x3" SDS F2: 630 VGT 1 5/8" ATR 4940 F1 1185 16 1/4"0" SDS F2. 590 (2) VGT 2 5/8" ATR 7185-2ply 8890 3L)lv F1 : 1185 32 1 4%3" SDS F2 590 DTT2Z 1 8 1/2" ATR 1/4%3" SDS 1825-2x4 min 2145-(2)2x4min HTT4 1 5/'8' ATR 3610 0.148' x 3- i ' 2' HITS 1 5/8" ATR 4670 26 0.148"x 3" HTT5KT 1 5/8" ATR 5445 26 SD 410x2-12" AB1144Z 1 5/8" ATR 7570 1900 12 0. 162 " x 3- 1/ 2" ABU66Z 1 5/8" ATR 18205 2475 12 0.162"x3-1/2" H2.5A 10 0.131"x2-1/2" 565 F1.110 F2.110 H10A 18 0.148"xl-1/2' 1340 F1 565 F2 . 285 H1OA-2 18 0.148"xl-1/2" -- ID80 F1 680 F2:260 HUC1 14 1,/4"x2-3/4" Titen 2 3506 1135 6 0.148"x 3" LUS26 4 0.148"x3" R65 1165 SPH4 12 0.148"x1-1/2" Siife &40 _- Center : i280 DTC clips 4 3/160x2-3/4" Tiren 2 F1_ 85 2 0.131"x2-1/2" F2 135 A35 0.131"x1-1/2" F1:650 F2 670` SDWC156O0 1 SDWC15600 615 F1:130 F2:225 SDWC154SO 1 1 SDWC154SO 295 1`2.150 opo Fieldstone C.O.A# ARCHITECTURE: �. AA26002802 o. 6025 C.O.A.# ENGINEERING: _ 29349 BENJAMIN NIESE, PE� P.E.# 86025 ❑ IAN MCCULLOUGH, PE-, OF P.E.# 80956 08/23/2021 DATE SIGNED .r Q w ` ( IWJ p dA In CM -1 OD O � o o 00 n� v' � tudi M UM r-I w O N 0 PRODUCT MANAGER RELEASE DATE: XX XX XXXX FLV A PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAM[ Whitestone NPC CHILD NUMBER 2117.501 ,ill 11 S4.2.1 STRUCTURAL SHEATHING. — REFER TO STRUCTURAL SHEET FOR NAILING & OTHER REQ. PER W32 TYP. 2-STORY WALL 00 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 SOFFIT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS REFER TO 2ND FLOOR JOINT DETAIL RIM BD. OR TRUSS PER STRUCT. BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS SEE STRUCT. DETAILS FOR VARIATIONS 0'-0" `FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' TAPCONS TO SLAB 2x THRUST BLOCK W/ (3) 1/4'X2 3/4" TAPCONS TO SLAB 0'-O" (2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' O.C. STAGGERED 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ lod NAILS 0 6' O.C. STAGGERED STRINGERS TOE NAILED TO 2X LEDGER W/ (4) 10d NAILS. (2)ZX8 HEADER ATTACHED TO FLOOR FIST W/ 10d NAILS 0 6' O.C. STAGGERED 2X LEDGER ATTACHED TD (2)2X8 HEADER - W/ 10d NAILS 0 6' D.C. STAGGERED STRINGERS TOE NAILED TD 2X LEDGER W/ (4) 10d NAILS. CLG. JOIST 016' O.C. CLG. JOIST 016' O.C. ELEV. PER PLANS PER PLANS STAIR LANDING _....._.._ ELEV. & SIZE PER ARCH. PLANS 2x6 LEDGER SUPPORTED BY ONE OF THE FOLLOWING STRUCTURAL SLPPORTS: o. KNEE WALL BELOW (JUST HANGERS NOT REQUIRED) E. (3) 16d NAILS INTO EACH STUD (16' O.C. MAX) C. (2) Y" x 2 Y4' CONCRETE SCREW 012" O.C. TO MASONRY (2) 2x8 HEADER. SUPPORT WITH KNEE —WALL OR (8) 16d NAILS INTO STIR 0 WALL- 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS 0 6" D.C. STAGGERED SECURE 24 FLOOR JOISTS 0 15" O.C. TO HEADER w/L.US26 JOIST HANGERS w/(4) 10d TO JOIST & (6) 1Dd TO LEDGER iASPAELE ANDRAIL; 1 (4' MIN TO -1/2' MAX METER HANDRNL BRACKETS TO BE CONNECTED TO FRA►YNG PER MANUF. RECOMMENDATIONS 1 I/2' MIN F,ps RETURN HANDPAL INTO 1X BACKER BO. I T�: GREATEST VARIANCE BETVrEEN LARGEST TREAD AND SMALLEST TREAD PLAN SHALL NOT BE GREATER THAN 3/8'. — GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST RISER SHALL NOT BE GREATER THAN 3/0'. IF USING PREMANUFACTURED STAIRS, FOLLOW THE DETAILS PROVIDED BY THE MANUFACTURER. 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/(2) 16d NAILS 016'0.C. 23/32" FLOOR SHEATHING NAILED w/8d NAILS 6" O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) 2x BLOCKING 4'-O' O.C. FOR TWO BAYS. NAIL FLOOR SHEATHING TO BLOCKING w/ 8d NAILS 0 4' O.C. SHEATHING PER PLAN - META16 ANCHOR @ 24' D.C: STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION, SEE PLAN FOR ATTACHMENT DIAG, REQ, 0 BLOCKING. NAIL w/ (2) 10d NAILS 0 E.E. FIELD FRAME 2x4 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS W 16' O.C. w/ (2) 16d NAILS @ EA END NAILING PER DETAILS 8" KNOCKOUT BLOCK w/#5 CONTINOUS BAR GROUT SOLID 8" CMU WALL OR POURED CONC. WALL, SEE PLAN FOR VERT REINF. LOOR TRUSS/JOIST TO MASONRY WALL STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTK)N LSTA15 MAY BE USED @ EVERY STUD TO TRUSS OR BEAM N LIEU OF CONTINUOUS SHEATHING IAIL SHEATHING TO BOTTOM 'LATE AND BEAM OR ;IRDER WITH HORIZONTAL IAILNG PER DETAILS ULMIII VI\ I LVVI\ IIIUJJ GIRDER LV e�2-STORY CONNECTION @BEAM 1 2X STUDS @ 16' FLOOR SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED 0 EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING NAIL SHEATHING TO BOTTOM TRUSS/JOIST PER PLAN77 PLATE AND BEAM OR GIRDER WITH HORIZONTAL SHEATHING PER PLAN NAILING PER DETAILS TRUSS/JOIST CONNECTION BEAM OR FLOOR TRUSS TO BEAM PER MANIF. GIRDER 2-STORY CONNECTION BEAM FL9 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/2-16d NAILS 0 EA. JOIST - 23/32" FLOOR SHEATHING NAILED w/8d NAILS 6' O.C. 0 EDGES & 12" O.C. FIELD NAILING (MIN) TRUSS PER PLAN SHEATHING PER PLAN --` META16 ANCHOR 0 EA TRUSS OR 0 24" O.C. TO STRUCTURAL RIM N JOISTS ARE USED STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT NAIUNG PER DETAILS (4) 16d NAILS RIBBON TO EA. TRUSS Bd NAILS 3" O.C. WALL SHEATHING TO EACH TRUSS (4) 16d NAILS RIBBON TO EA TRUSS NAILING PER DETAILS S" KNOCKOUT BLOCK w/15 CONTINOUS BAR GROUT SOLD B' CMU WALL, SEE PLAN FOR VERT REINF. -OOR TRUSS/JOIST w/LET-IN ON MASONRY WALL a 000Fieldstone C.O.A# ARCHITECTURE: 4 i AA26002802 N0 C�.O.9 .# ENGINEERING: 0• 0 BENJAMIN NIESE, PE P.E.# 86025 .: ❑ TAN MCCULLOUGH, PE " STA F P.E.#80956 F QRlO�!•' 08/23/2021 ��s!o�1%Al. �� ``• DATE SIGNED C5 CL 0 N c� d 0 U 0 *PulteGroup- PRODUCT MANAGER RELEASE Me PLAN NAME Whitestone NPC CHILD NUMBER 12117.,%l SHEET S4*3 r � � I I M�