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HomeMy WebLinkAbout36875 Highland Meadows Ct",i!. O!ORK SHILL COMPLY N1ITH PREVAILING ANJ,rF _. _':FPHYPHILLS oRl�iNhlfVCh'�� I REVIFAN DATE__ 1' l PLAi\I APPLICABLE CODES THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF:- -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL -2017 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB GENERAL NOTES WIDTH DEPTH ao'—o' sa'—s" LOT SPECIFIC AREA TABLE Description I TOTAL :CONDITIONED SPACE CMU-1ST FLOOR BASE PLAN CMU-2ND FLOOR BASE PLAN :NON -CONDITIONED SPACE 1651 SF 1243 SF 2894 SF CMU-COVERED LANAI 260 SF CMU-FRONT PORCH ELEV CO2 100 SF CMU-GARAGE 2 CAR 416 SF 776 SF 3670 SF LOT SPECIFIC OPTION SELECTIONS Dntiguration unoices A Setback Choices rst Floor Plate Height hoices evation Choices 'tchen Layout Choices sundry Layout Choices c error First Floor Wall hgiqes error Second Floor Wall Iditional Hose Bib Location ne Setback '-4" Plate Height oastal CO2 4B uilt—in Kitchen Layout 4 .aunary Koom Layou Stand Alone Sink) U Exterior Wall 4 Exterior Wall r Vaaraae x Room Choices lex Room x Room Door Choices pening ra e a oices —Car Front Load an iris al Riaht ara e Water Heater Choices ectric Water Heater arage o House Entry hoices epped Entry wrier 's Bath Layout Choices you Walk—in Shower [Recessed) wrier s Suite Ceilin Choicesat Ceiling ear iving rea a io overhoices vered Lanai ath 3 Shower Choices b Shower Combination a erring Room Ceiling hpicep ray Ceiling athering oom Door Choices c e i in ass oor o eiin ones ein Vi ee oices nd SDeed SHEET LIST TABLE ►heet Number Sheet Title �0.01 Cover Sheet �0.02 General Notes ,1.1 1 1 st Floor Plan 1.21 2nd Floor Plan 2.01 Front Elevation & Details .2.02 Side & Rear Elevations & Roof Plan 1 .1 1 1 st Floor Electrical Plan 1.12 1 st Floor Electrical Options 1.21 2nd Floor Electrical Plan 1.22 2nd Floor Electrical Options 1.1 1 1 st Floor Plumbing Plan 1.21 2nd Floor Plumbing Plan 0.1 Cover Sheet 1.0 Foundation Details 1.1 Foundation Plan 2.1 Wall Base Plan 2.2 2nd Floor Wall Plan 3.1 Framing Plan 3.2 Framing Plan High Roof 4.1 Roof Details 4.2 Wall Details 4.2.1 Wall Details 4.3 Floor details LOT SPECIFIED PLAN INFORMATION CustomerNamel* Market Home *, 6871-00801 Address 36875 HIGHLAND MEADOWS COURT ZEPHRYHILLS Community 6871 JOAKS OF PASCO 6871-00801 1 ---- o CO �o ao 0 A� U � w N C) IrPulteGroup- r.. O O r`' DO � N O o o � •3C O ��ppp r�i M PRODUCT MANAGER RELEASE PROJECT TYPE SPECIFICATION LEVEL Pute PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET 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 TIM PulteGr(jup — 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 %' 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 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. 0 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 II, 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 underloyment 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"x30' 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 — %" 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 — %" 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: • WHEN EXPOSED AREA IS OVER 9 SF • 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 DRYWALL — %' 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 36" o HANDRAILS SHALL NOT PROJECT MORE THAN 4 �" 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 %"-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 O""A� C. A ' W cn � c .o A� 4� a� V'-4 cd 0 cn� Ct N� *PulteGroup- 00 � O r`' 00 00 � N O c Z CIR PRODUCT MANAGER RELEASE DATE: xx Ax /xxxx PROJECT TYPE el. Y 79 SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET GO.02 I Lc FIRST FLOOR PLAN An' -no tPulteGroup- 00 o M 00 0 0 z cu o O O 0 w F o ►� M I r--I RELEASE PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.11 SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-0" ON 1107 PAPER) AA' -A' SECOND FLOOR PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 1107 PAPER) --I 1 1 IYI�II IIIIIKiIl] &r 11'-11 1/2" STAIR CALCS. FLOOR TO FLOOR HT. 10'-8 3/4" RISERS 17 0 t11-9/16" TREAD 17 010" NOSING 1" HANDRAIL GRASPABLE 1-1/2" MIN 1 1/2" MIN. HANDRAIL; 1 RETURN 1/4" MIN TO HANDRAIL 1-1/2" MAX INTO1X DIAMETER PLAN BACKER BD. SECTION STAIR DIAGRAM low TREAD r rv- S�ticF� 1" NOSING S OM M t\ Aa. WCN V� .o CO N� *PulteGroup- O O 4 � N �q p 0 w n � � N PRODUCT MANAGER RELEASE inele F SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.21 X 8" 1 A" 5-1/2'X5-1 FOAM BRAC u COLUMN DETAIL ESCALE: 1/2' = 1'-0" F W, 5/4'x4" SMOOTH TRIM MATERIAL 5/4"x4' SMOOTH TRIM MATERIAL r 5/4"x4" SMOOTH , RIM MATERIAL F i B TYP. FRAME HEADER/ SILL DTL SCALE: 1/2' = 1'-0' 5/4" SMOOTH TRIM MATERIAL FRAME FRIEZE BANDING DTL SCALE: 1/2' = 1'-0' C FRONT ELEVATION SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) rD +1 1/2" FF CMU HEADER DTL. SCALE: 1/2' = 1'-0' .r CMU SILL DETAIL SCALE: 1/2' = 1'-0' SMOOTH PANEL SIDING 5/4'x4" SMOOTH IRIM MATERIAL 1'-4" 2" B&B 0 16" O.C. GABLE DETAIL SCALE: 1/2' = i'-0" BRACKET DETAIL SCALE: 1' = 1'-0' O t'/ 45 00 M 0 � O ;H A tl/ U `-4 M r 'TS 0 cn g *PulteGroup- 00 RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 L T A2.01 a a 0 0 cn 0 v a> w `v a� Ad N O a . 00 O M I I i� ao I 00 r rn I 00 -.4- 00 �I O o co ROOF PLAN SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-0" ON 11 x17 PAPER) SIDE ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) -ATTIC VENTILATION ZONE 1- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SO. FT. SQ. IN. SQ. FT. SQ. IN. 1255 180720 4.183 602.400 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SO. FT. SQ. IN. f of VENT1.673 SQ. FT. SQ. IN. LIN. FT. 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 -ATTIC VENTILATION ZONE 2- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1072 154368 3.573 514.560 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SO. FT. SO. IN. VENTS 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 -ATTIC VENTILATION ZONE 3- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 100 14400 0.333 48.000 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 0 0 0 0.333 48.000 8 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY (+1/2'), TV. COWUNITY SPEC REAR ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) SIDE ELEVATI SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-0" ON 11 x17 PAPER) O 00 t'J � r� M O oVJ t J\ 1"1 VV-4 as �--1 r 0 cl >� N 0 tPulteGroup- 00 � w O O OO� � N � W � W ICJ 142 ►ter cf) PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL I Me PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A2.02 FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) I ELECTRICAL SYMBOLS I 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) 07CI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER *P/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®pw DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -.0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT R - LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 0 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 ©EP ELECTRIC PANEL (AFCISMOKE/CARBON ® E/CAPROTEBO SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO r-S DISCONNECT DETECTOR (AFCi PROTECT) EMERGENCY LIGHT THERMOSTAT -0PIB PUSH BUTTON Op TELEVISION OUTLET SWITCH TTELEPHONE OUTLET �/ �GFC Ro E TED)SAL _� � DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT ig OPENER DATA/TV MEDIA /SWP BOX 1) DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT 0 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 14 ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND I 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL urp 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS iI "L 4 � M I M���� — 111#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE C5 a N CD 2 a 0 l`J � r� W M 0 up) �-1 O 00 1114v Aul*3 v U (, FICI '—'' O w r1 0 c� e?b -2 as 41 N *PulteGroup', O 00 oo w N c H O w � c 0 O o � � w r•+�r M r"1 PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.11 N O N 0 J d FLOOD LIGH - - - - - - - - - - - - - - - - - - - - - - - - - - - COVERED LANAI I OPT. - PT. -' 6RJ-'OPT. V - 1 4'—O" 4'-0"; 4'-4 1/2' 4'-0' ----- ----- 4,—p„ I TO SWITCHED GFCI'S ABOVE IN SOFFIT FIRST FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'—O" (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) OPT. COACH LIGHT " 2.—0 AL STUD, TYP. 2x4 WOOD BLOCKING INSIDE METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE, TYP. 2'—p" END NAILS, TYP. WOOD BLOCKING STACKED BLOCKED METAL STUDS TOP OF STACKED 90.1 METAL STUD, TYP. 04, % BETWEEN i METAL OV4 WOOD BLOCKING INSIDE METAL TRACK, FROM :OOP PLATE 240, 040 i 1 LOCATION LOCATION _/,_ r 'o' pdo zoo on? plo I♦ 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT—� TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING SCALE- N.L� �r ELECTRICAL SYMBOLS 11 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) f-I STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) OGFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT ►-- LIGHT FIXTURE - EXTERIOR WALL MOUNT -rR,r LIGHT FIXTURE - LED DOWNLIGHT -/�- LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT > OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE US DETECTOR CEP ELECTRIC PANEL �MOKE AFq PROTECTED) ® SMOKE/CARBON It METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCl PROTECTED) EMERGENCY LIGHT ® -OPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH �T TELEPHONE OUTLET ICY GGFCl RO�DI D) SAL [„��� DOOR BELL CHIMES (GARAGE DOOR WIFI HOTSPOT OPENER DATA/TV MEDIA /SWP BOX f DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT—IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 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 ITb III ELECTRICAL RISER DIAGRAM NOT TO SCALE D 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 I- III Ili =III III; 114 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL L RISER DIAGRAM ALTERNATE i t'J r� j W •41 O 0 � O A� 8 V� 0 N � li[Pulte roup- �---1 w C) 00 � O � N U O (� CA a7vU w � w O O w r Ln O-E M RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.12 r -I-- L — SECOND FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 1107 PAPER) I ELECTRICAL SYMBOLS 11 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET s e t 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 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 �x LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE US �MOKE DETECTOR AFO PROTECTED) CEP ELECTRIC PANEL � © SMOKE/CARBON ELECTRIC METER MONOXIDE COMBO c5 DISCONNECT DETECTOR (AFCI PROTECTED) ^ EMERGENCY LIGHT ® THERMOSTAT -0PB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET XY GARBAGE DISPOSAL (GFCI PROTECTED) �T DOOR BELL CHIMES GARAGE DOOR. WIFI HOTSPOT 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 14 COPPER L-2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/O COPPER 1-3/0 ALUMINUM E�� ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE IN AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND I 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL 2PH urQ 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS L7-5 III III III III. IIIEEISERVICE GROUND _I ri, 1— CONNECTED TO CONCRETE ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE t �I � O 0 . O A� vM�M � N U •� 0 .O 0 M � N 0 tPulteGroup- So O � N U U � CA U o � a w c P4 0 -jc .-j `o bg �4 w cl cV PRODUCT MANAGER RELEASE TYPE I Fc- c SPECIFICATION LEVEL I Nte PLAN NAME WTWtestone NPC CHILD NUMBER 2117.501 SHEET E1.21 ._; OPT BEDROOM 2 3'-11/2" 3'-11/2" BEDROOM 3.''' i .)T - OPT. , C-4 I � CV R OPT. m u BATH 2 L L WIC IN SOFFIT---. WP/GFCl,:, L;.----------- OPT. TV -- ;` L J SWITCH BELOW ---- ------------------------------------------------------------------ WP/GFCI IN SOFFIT � ,A'IC I �� \/ $ OPT. TVA A'1d0 YY I ; ' BEDROOM 4 I I 1 1 24 1 1 R0-OPT. c , , '� R '> OPT.' 3'-81 1/2---- 3'-81/2' SECOND FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 1107 PAPER) ELECTRICAL SYMBOLS 11 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oc, STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/(Fq STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. N SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET *DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET $ ff SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT Y PC LIGHT FIXTURE - PULL CORD F@ LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT -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 --; V �r PROVIDE FRAMING SUPPORT FOR FIXTURE QS SMOKE DETECTOR CEP ELECTRIC PANEL AFCI PROTECTED) ® SMOKE/CARBON F=ELI ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT THERMOSTAT —ePB PUSH BUTTON TELEVISION OUTLET SWITCH T TELEPHONE OUTLET IC/ �l ROTDISPOSAL DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT ig OPENER DATA/TV MEDIA /SWP BOX DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18' AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 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 =11 lllllll�il"�I ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL urn 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS L III II III III. .� I III III IIII; — 111#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE CD W 41 O 0 U) O 000 A� CMM N U •� O c� l"q N � *PulteGroup- 00 PRODUCT MANAGER RELEASE PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.22 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY ----------------------------- I I I I I I I I I HB r- — — — — — — — — — — — — - I I I I N I 9'-11/2' L------------J n - O i I I c ' C'V i------- 1 " __ 9 -7 1/2 --- - -, X O -- ' I I I F 0 Cal: II • OOa P7 VANITY LA V I; PER SPEC - 1 1 I 1 I I 1 1 I 1 jC- ,'��1REFRIGERATOR 11-9. LL�1(V9�R,LINE 1 1/2" I I -------------------- WATER I _ O CLOSET -- ----- -- ---' NOl'E: ALWAYS R SPEC — LOCATE DRYER TO RIGHT OF WASH _-_-___ W TER CLOSET ° r ---- - -ir- i 3'-7 1/21 PER SPEC VANITY LAV I 11 PER SPEC 11 9'-5' I II 1 5'-1 1 /2' 7 II II II II o II II II m 3 I v C I o S— — — — — — — — — — — — — — — — — — — — — — 77 d O O y 0 U 0 L 0 N FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) 0 J O co 00 o 0 A� v a� v � U c� ob Cf N � llkPulteGrou PRODUCT MANAGER RELEASE PROJECT TYPE fth" Nte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET pill THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY SECOND FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) N O N a 0 U a O � t'J � 00 M o 0 t\ Aa, W QN U� 0 �o ram-+ cz cf) N P lkPulteGroup- 0 o � Q M � � w Z 00 Z O o pA o a � �c a w � � Q � � N PRODUCT MANAGER RELEASE DATE: XX /XX /xxxx PROJECT TYPE Single Fami1 SPECIFICATION LEVEL Nte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET P1.21 A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE Ah EDITION. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE, ETC. 4. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACKCHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY 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-POSIIIVENL06: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-16 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED OF THE SITE LOCATION) ON LINEAR ) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE 'C' C. 1. 2. 3. 4. 6. D 1. 2. 3. 7. 8. 9. 10. 11. E 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. (V 0 N CO Q) 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. FOUNDATION: FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. ALL ALL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8'. CONFORM TO ASTM D 1557. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. FOOTING BACKFILL AND UTILITY TRENCH BACKALL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6' AND SEALED. Pr AlODCTE• CONCRETE SHALL CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK ALL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER � OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1'. ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5' SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0' SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.401.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE )f TO 2 r IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (fm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8' x 8' x 16', TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR "M'. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-O' U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) 15 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL„ AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK 14 20" 3' 10' 15 25" 3-3/4' 10' 16 34' 4-1/2' 11' 7 42" 5-1/4' 13' F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO BE: CLASS W. MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. 4. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. 5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8' -3/8' d>=8 in +/- 1/2' -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2' G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NOS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER 016' O.C. FOR WALLS 9'-57 OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 20 SPF OR SP NUMBER 2 OR BETTER 016' O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS 0 2e O.C. MAX. 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 20 STUD WALL PROVIDE: (1) 20 KING STUD AND (1) 20 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH )r 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 OTHERWWSED. 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 BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 8. ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL BE DETERMINED BY THE DELEGATED TRUSS ENGINEER 9. ALL TRUSS -TO -TRUSS CONNECTIONS, BOTH GRAVITY AND UPLIFT, ARE DELEGATED TO THE TRUSS SYSTEM ENGINEER AND CAM 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 TTEN HD' CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET-XP' OR SIMPSON AT-XP' SIMPSON AT-XP' MAY BE SUBSTITUTED FOR SIMPSON SET-XP'. 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE: SIMPSON POWDER -ACTUATED FASTENERS' b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE SIMPSON `EITEN 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 SUBTTTUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND 4'EDGE DISTANCE. b) 1/2' DIA. SIMPSON OITEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9. PRE -APPROVED SUBTITUTTONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON `iITEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/,'EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2' DIA. F1554 GR. 36 ATR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 10. PLACE ANCHOR BOLTS AT 4' MIN AND 12' MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4' FROM CONCRETE EDGE, AND SPACED AT 24' O.C. MAX. 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 13. BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASING #5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A Y4' DIA. HOLE 6' DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36" LONG 15 REBAR WITH SIMPSON TYPE 'SET' EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12' LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. IF THE WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX. 16' HIGH AND 4' WIDE AT THE FLOOR. DRILL HOLE AND INSTALL A 32' LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. ABBREVIATIONS: 2. KISSING 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. B. OSB = ORIENTED STRAND BOARD 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE C. NAILING: MANUFACTURER, OR IS AT LEAST 2-r FROM ANY EDGE FOR )r BOLTS AND 3-Xz FOR )C AND >v4* BOLTS, THEN A C.A. 8d = COMMON NAIL STANDARD EXPANSION BOLT EMBEDDED 5' MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED C.B. 10d = COMMON NAIL (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 2e TO 16'). C.C. 12d = 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.D. 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 C.E. EN = EDGE NAILING THE PLANS. TITS N HD SHALL BE A MINIMUM V x 6", OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN 'SET' C.F. FN = FIELD NAILING ANCHOR W/SIMPSON TYPE EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6' MINIMUM EMBEDMENT C.G. SN = SIDE NAILING SLEEVE ANCHORS ARE NOT ALLOWED. 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 MISLOCATED 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' NAILS). WHEN GAP IS F. CONIC = CONCRETE GREATER THAN 1 1/2', INSTALL NEW ANCHORS. G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION 4. CMU OVERHANGING SLAB J. MAX = MAXIMUM 4.1 FOR BLOCK OVERHANGING THE SLAB BY )' 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 MOTH 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 2-3/16TOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING R. w = WITH / 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-SOS1.5 WITH (12)-1/01-1/2' T. EE = EACH END SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-11'-SDS3 WITH (12)-1/03'SDS SCREWS, WHERE '#'CORRESPONDS TO THE U. HDR = HEADER NUMBER OF STUDS IN THE MULTI -PLY. V. J = OPENING JACK STUD O STUD 6. NOTCHED TOP/BOTTOM PLATES X. SIM SIM�LARKING a. FOR PLUMBING/MECHANICAL UTILITIES Y. AIR - 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 PITH 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'WIDE 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 ABS) 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 THE 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/BELOW 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 UTILIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3' WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MINIMUM EXTERIOR GRADE SOFFITBOARD A CEMENTITTOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE D WITH REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7' ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2. SOFFIT, OTHER THAN THE EXTERIOR GRADE SOFFIT BOARD OR SOFFITS USING HIGH -RIB METAL LATH AND STUCCO, SHALL HAVE THE PRODUCT APPROVAL NOTED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS SUBMITTED. ALL ALUMINUM OR VINYL SOFFITS SHALL MEET OR EXCEED THE REQUIREMENTS NOTED ON THIS SHEET IN REGARD TO DESIGN PRESSURES. ALL ALUMINUM MUST BE INSTALLED IN ACCORDANCE PITH THE MANUFACTURER'S INSTRUCTIONS TO COMPLY WITH THESE MINIMUM DESIGN PRESSURES. INSTALLATION IN ACCORDANCE PITH THESE REQUIREMENTS WILL COMPLY WITH R703 AND R704. ALL VINYL SOFFIT SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND R704. C & C Pressures (ps X*Kzt* s30) (ASD Values) Based on p rFea Roof Pressures Walt & Soffit Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone S 21.2 -38.0 N/A I N/A 21.2 1 -52.5 28.5 1 .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 I N/A Zone Zr 21.2 1 -52.5 DESIGN PRESSURE CALCS DESIGN PRESSURES SHOWN ARE VALUES VALUES ARE TO BE IN REQUIRED BY MORE STRINGENT L =.. Components and Qadding Pres urea°(p��`�'� �A�O!�.��lu Positive Ne ative Width Height Effective Pressure Pressure Description Zone lot Lftj. Area ft2 fpsfl j"sf 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)2050SH&3050SHI 4 & 5 1 7 1 5 1 35.0 1 26.3 1 -30.5 IINIMUM ALLOWABLE REASED AS )CAL REQUIREMENTS C.OA.* ARCHITECTURE: AA26002802 C.OA.* ENGINEERING: 29349 O THOIIMIAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. #F 86026 FLORIDA 6/18/21 DATE ,111111lJ .����� 1A ��'� STATE • AL �, 00 0 O U p O A� W CMr N UV-4 9 0 cc1 0 N to tPulteGrour PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pt lte I' LAN NAME Utestone NPC CHILD NUMBER 2117.501 SHEET SO.1 (1) #5 REBAR wl 25" LAP 8' OR 12" SQUARE U.N.O. OR ROUND C.M.U. 8' C.M.U. FINISH PER ELEV. COL PER PLAN -01-0" FINISH GRADE 00 PAVERS PER SPEC.- MONOLITHIC FOUND.------ CONCRETE FOOTING — (2) #4 DIA. RODS w/REBAR AS NOTED CONE ON CHAIRS CONE STARTER 9' STARTER ON FOUNDATION PLAN 1'-0' COURSE u (IF REQUIRED) 1'-4' 0 2 STORY ALT. CMU SEAT 0 4� Fo�l EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB (F_wB� MASONRY SCALE 1/2-4-0 SCALE 1/2'=I'-( PER ARCH 8* C.M.U. BLOCK FILLED SOLID w/GROUT CL. cm 4" C.M.U. BLOCK PER ELEV. SLOPE ,dKo,-On 25' LAP MIN. (1) #5 REBAR V-sc Lg PAVERS OR SLAB PER SPEC. m CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION ---qx PLAN (IF REQUIRED) PER PLAN #I �F=MASONRY COL ON SPREAD FTG. SCALE 1/2'4-0 3/4' RECESS IN SLAB 10 1/2' FINISH FLOOR — 8' C.M.U. WALL FINISH PER ELEVATION SLOPE w/(2) #4 DIA. RODS MONOLITHIC FOUND. CONE ON CHAIRS. biGARAGE DOOR RECESSED SILL 1 i SCALE 1/2*=1'-o RECESS WITH PAVERS 2x AT 24*0.C. MAX 2x P.T. PLATE SECURED TO SLAB w/ Vk 3' POW ACTUATED FASTENERS OR TAPCONS 0 16- D.C. OR (2) ROVS 12d 1/2' G.W.B. EA. SIDE GUN NAILS 0 12' O.C. STEP PER PLAN :SLOPE�"'!' 1.4" 1, #4 ROD GONE ON 6 :1/2'(1) CHAIRS UNO STEP CONDITION 4� THICKENED SLAB GARAGE (NON -BEARING) SCALE: 1/2"=I'-0 SLOPE PER PLAN � I w SLOPE 'd--, 0'-0" cnm l%l CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PER PLAN PLAN (IF REQUIRED) 31e RECESS IN SLAB FINISH FLOOR 2x P.T. PLATE SECURED TO SLAB w/ r POWDER ACTUATED FASTENJM OR TAPCONS 116- O.C. OR (2) ROWS 12d GUN NALS 0 12' O.C. START SLOPE Ilff 2" SLOPE CORNER BAR WITH 25' VERTICAL DOWEL -A .. 1� .. ... MIN. LAP SPLICE EACH AS REQ D IN PLAN; SIDE. SAME SIZE AS am COMP) CONE FOOTING STEEL t ALTERNATE TO CORNER NUMBER OF COMB SPLICE PROVIDE CONE STEEL REINF. BARS BENT z BARS EQUALS NUMBER OF CONE BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE NUMBER OF REBAR BUILDING CODE PER PLAN 25' MIN. PVC Saw REINF. PER PLAN w/LAP PER COVERSHEET 8" C.M.U. BLOCK FILED SOLID w/GROUT .4* C.M.U. BLOCK PER ELEV. 25 LAP MIN. (1) #5 REBAR 8* C.M.U. WALL FINISH PER ELEVATION SLOPE MONOLITHIC FOUND. wA2) #4 DIA. RODS ON CHAIRS. FLUSH CONDITION LAP SPUCE 1'4 0 2 STORY F12 REINF. PLACEMENT AT FTG. CORNERS �m BEARING PENETRATION DETAIL SCALE: 1/2-4-0 SCALE: 1/2*=V-0 (1) #4 ROD CONE ON CHAIRS TYPICAL 3 1/2' CONC. FINISH GRADE SLOPE SLAB j THICKENED SLAB EDGE MWA W/o 69movo 2x AT 24*0.C. MAX 112' G.W.B. EA. SIDE 8" am, FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. wA2) 14 DIA. RODS CONE ON CHAIRS DE PAVERS TYP. (1) #4 BAR CONE COMPACTED FILL PAVER AT CONCRETE GRADE BEN 8' OR 12* SQUARE v OR ROUND C.M.U. COL PER PLAN V) Lo C= 0'-0* SLOPE CONCRETE FOOTING w/REBAR AS NOTED 7T ON FOUNDATION PLAN (IF REQUIRED) PER PLAN MASONRY COLUMN PER PLAN PAVERS OR SA PER SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRE MAS8NRY Cl SCALE: 1/2*=1'- SLOPE REINF. PER PLAN CMU COL PER wAAP PER PLAN COVERSHEET 6 m BAR w/ 25' LAP •--a: LLJ MLo F PER PLAN ; wl N ON SPREAD FTG. (Pavers) PAVERS OR W PER SLOPE CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) MASONRY WALL CORI SCALE: 1/2'4-0 CMU COL PER PLAN #5 REBAR w/25' MIN LAP cn ot-ol-o" >. SLOPE A ug CD Q 2 __j w 5 TE 7ns m r; w/REBAR AS CONCRETE FOOTING NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN PER PLAN IER ON SPREAD FTG. MASONRY WALL CORNER ON SPREAD FT SCALE: 1/2*4-0 #5 REBAR w/25* MIN LAP (1) #5 REBAR AT EACH FILLED CELL CMU STRUCK BOTH WAYS GROUT BE E5 Lo Lj cn POURED CURB F.F. SLOPE FINISH GRADE 00 00 o —MONOLITHIC FOUND. MONOLITHIC FOUND. 4- wA2) #4 DIA. RODS W/ (2) #4 REBAR CONT. ON CHAIRS CONE ON CHAIRS 1'-4! 0 2 STO'RY --44'� EXT. MASONRY WALL @ GARAGE (F-672EXTERIOR DOOR SILL @ POCKET I ZERO CORNER SGD SCALE. 1/2'4-0 SCALE 1/2-4-0 2-1 2' 0 IMPACT GROUT BED D" D69 PAVERS PER SPEC DOOR PER SPEC PAVERS PER DOOR PER SPEC (THICKNESS VARIES) DOOR THRESHOLD (THICKNESS D ffi SPEC (THICKNESSDOOR VARIES) THRESHOLD R PLAN 0'-0* F.F. SLOPE oLO`zO* SLOPE F.F. rp SLOPE dK 0) -o" w PER LT. BRICK d-, PER PLAN 00 =E =E THRESHOLD 00 00 will (3 L�j MONOLITHIC FOUND. V-0. , MONOLITHIC FOUND. wA2) #4 DIA. RODS MONOLITHIC FOUND.-,,-," 11-ou q q� CL r L W/ (2) #4 DIA. RODS CONE ON CHAIRS 4* 0 2-STORY CONE ON CHAIRS w/(2) 14 DIA. RODS l'-4* 0 2-STORY CONE ON �ZRSHOLD ?-4- 0 2 AY CHAIRS FLUSH BRICK ko_7'� EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY Pavers EXTERIOR DOOR SILL @ ENTRY (Concrete) SCALE: 1/2*4-0 SCALE: 1/2'4-0 SCALE: llf=1'-O SEE ffADER/UNTEL PLAN FOR ASSOCIATED WALL DETAIL AT 16' O.C. W/ 2X AT 16" O.C. W/ 2X AT 16" O.C. W/ vk SPECIFYING ANCHOR REQUIREMENT -.,--2X 1/2' CWB EA. SIDE 1/2' GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR 1/2' GWB EA. SIDE 2* SEE HEADER/lUNTEL PLAN FOR (2) #4 DIA. RODS ASSOCIATED WALL DETAIL ASSOCIATED WALL DETAIL CONE ON CHAIRS SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT STEP PER PLAN SLOPE C14 c-.4 .�x UD (2) #4 ROD CONE (2) 14 ROD CONE ON CHAIRSON 6" it -ON 110 1/2 CHAIRS 10 1/2, 1'_0" 110 1/2'1 -on 1 10" STEP CONAON Foq"� THICKENED SLAB 0 GARAGE (BEARING) I!.USH CONAON Flo THICKEND SW @ INTERIOR WALL (BEARING) SCALE: 1/2'=V-0 PENETRATING PVC SLEEVE VEHICLE SIDE OF PEDESTAL 8' C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) (1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN _4" BAR CONE CONC. PER SCHEDULE SLOPE TO DRAIN MONOLITHIC FOUND. W/ (2) #4 DIA. . . . . . . . . . . RODS CONE ON CHAIRS (ASHOWER RECESS 30'x30"x12* CONC. FIG. w/ (3) 14 REBAR EA. WAY SCALE: 1/2-4-0 CONCRETE SLAB ON #4 REBAR 3. CLEAN COMPACTED ALL SAW CUT FROM TOP & lo* BEND 0 BOTTOM SAW CUT M NOTE., 30' SAWED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT. In fl TYPICAL SAW CUT JOINT SCALE: 1/2-4-0 GAS WATER HEATER PEDESTAL GAS COMMUNITIES ONL1� SCALE 1/2"=1'-0 LOCATE PER ARCHITECTURAL DRAWINGS SCALE 1/2*=1'-0 SCALE 1/2'=1'-0 0 (= ull) 0 co 00 O O 00 00 "T to a) "o O 0 bb C-0 N � _j lkPultoGroup- PRODUCT MANAGER - - - - RELEASE DATE: xx/xx/xxxx C.OA* ARCHITECTURE: AA26002802 C.OA.* ENGINEERING: PROJECT TYPE 29U9 Single Famfly 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA N BEWAMIN NIESE, PE SPECIFICATION LEVEL P.E.886026 FLORIDA Pulte 6/18/21 DATE % P N NAME testone NPC CHILD NUMBER = * : 2117.501 rAlM W SHEET S1.0 '*Pulte - PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Mte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2.1 a N N F- d O U Lr) O co lr yJ N \ Q Q OO T CN ;s U r...q Cr)o N r� lItPulteGruup- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Me PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2,2 AT EA VERTICAL CHORD OF FLOOR TRUSS. LUS26 w/ (8) 0.148"xl-1/2" EA TRUSS TO LEDGER. FLOOR & LOW ROOF FRAMING PLAN GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2 REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. REFER TO DETAILS FOR ALL WALL SHEATHING REQUIREMENTS. ALL OTHER SHEATHING TO COMPLY WITH MINIMUM CODE REQUIREMENTS U.N.O. IN THESE DRAWINGS. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE W MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. & PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2 ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND LTA DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY, THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. C.OA.* ARCHITECTURE: AA26002802 C.OA.#F ENGINEERING: 29349 0 THOMAS A. WESER, PE P.E. #t 73242 FLORIDA ■ BENJAMIN NIESE. PE P.E. 9 SW25 FLORIDA 6/18/21 OATS �. STXTE oit }yam C5 a. N O N CD t-/ r-1 00 V� ♦ O O 00 11 A� V� cm"Icl �1 N � JrPulteGroup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Familv IIEy/Am Pulte INReston PC CHILD NUMBER 2117.501 SHEET S3.1 wwmiv kIV) 1/-r xc-i/'r NINETY c iU CMU WALL BELOW. SECOND FLOOR ROOF FRAMING PLAN CV N ATS16 FROM TRUSS TO (2) 2x4 UP COLUMN. MSTCM40 ® BASE DLUMN w/ (14) 16d SINKERS TO �U�U�IN (10" ) 1/4x2-1" T1T /4EN 2 TO CMU WALL BELOW. GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. REFER TO DETAILS FOR ALL WALL SHEATHING REQUIREMENTS. ALL OTHER SHEATHING TO COMPLY WITH MINIMUM CODE REQUIREMENTS U.N.O. IN THESE DRAWINGS. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE W MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 1• U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. B. PROVIDE SOLID BLOCKING FROM ALL BEAMS k GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS. 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2 ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING. A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY, THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. C.O.A.# ARCHITECTURE: AA260028M C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. i 86025 FLORIDA 6/18/21 _ATE%%tailllll// ! o. 8W25 JrPulteGroup- IRELEASE I r%A=. vv /vv /vvvv PROJECT TYPE I Single Family SPECIFICATION LEVEL I PA P N NAME ' testone i ' NPC CHILD NUMBER 2117.501 SHEET S3.2 STRUCTURAL SHFATHNG, SEE PLAN AND DETAILS `^° ""^W J[►IT •1 i � ,tN'Si� i i y:it" it r � •� ti. I77 -•• . . • •SOSO nv I scw« STRUCTURAL SHEATHING PER PLAN 20 LADDER FRAMING AT 24' O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 20 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 BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 20 O 'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. STRUCTURAL 907HNG SEE PLAN REFER TO AACIITECIURAL DRAWINGS ANDIOR TRUSS MANUFACR1A6i DRAWINGS FOR SPC•CFlC TRUSS PROFiE AND DETAILS FOR ATTACL'IMEIIT NFORMAToK (La HEEL mm' SLOPE OVHIRANf" ME -ENGINEERED W0OOD N TRUSSES AT 24.O.C. MAX. OR* 2(BLOCKING AT SHEATHING EDGES w/ 2x RIBBON BOAM ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS w/ (3)10d NAILS, 24' O.C. CONTINUOUSSTRUCTURALSHEATHNG CENTER SPACING NAIL PER TYPICAL SHEATHING DETAL UOUS STRUCTURAL SHEATHING NAL PER TYPICAL SHEATHING DETAL FRAMING PER PLAN FRAMING PER PLAN STRUCTURALSHFATHING DETAL AT TRUSS HEEL > 91/4' SEE PLAN AND DETALS FOR ATTACHMENI PRE-ENGINEERED WOOD TRUSSES AT 24'O.C. MAX. TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL SHEATHING NAL PER TYPICAL SHEATHING DETAIL DETAL AT TYPICAL TRUSS w/ HEEL < 91/4' TRUSSATTAOMIT' ALL TRW ENDS ARE TO BE SECURED TO THE WALL BELOW USING ONE OF THE BELOW METHODS. ONE RAL OPTION MUST BE USED FOR CONTINUOUS LOAD PATH: a INSTALL TYPICAL TRUSS ANCHOR THfIO" EXTERIOR SHEATHNG. EXT. SHEATHING IS CONTINUOUS AND WLLTRANSFEA COMBINED SHEAR 8 uw- b. INSTALLIYPI AL ISS 04 ECTOR MM TIIUSS TO TOP PLATE ON NSM OF THE WALL w1 H25A 0 EVERY OTHER STUD M TOP PLATE EXT. SHEATHING IS CONTIIlI011S AIIO wLL TITANSFER COMBINED SHEAR 6 UPLIFT. c. INSTALL ANCHOR AS GAIT.® FOR ON THE PLANS. TWIST STRAPS ARE TO BE NSTAI.0 ON THE INSIDE OF THE WALL. ANY STRAPS FROM THE STUDS M THE UNDERLYNG STRUCTURE WLLBE C40 FOR ON THE PLANS. d. NSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP PLATE. EXT SHEATHING 6 CONTINUOUS AND WLL TRANSFER CUM SHEAR d UPLIFT R02 ROOF TRUSS ON FRAMING WM-010 1 /2"=1'-0" 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. 0 APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T" LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SHEATHING PER PLAN SIDE NAIL ALL "L' BACKS AND STRONGBACKS w/ 12d's AT 6' O.C. NOTCH 'L' BACKS AT TOP AND BOTTOM. PROVIDE CONE. 2x8 P.T. PLATE w/ 1/2° 0 x 10' ANCHOR BOLTS AT 4'-O' O.C. MAX. w/2'x2' PL STRUCTURAL SHEATHING ('�MI c+ I v WASHERS AND 7' EMBEDMENT. SEE PLAN FOR ATTACHMENT MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED NAIL BOTTOM CHORD OF GABLE BEAM PER PLAN. FOR RAKED BEAM AT VAULTED TRUSS w 12d's AT 4" O.C. / --� CONDITION, SEE PLAN AND DETAIL / CONE. 2x4 \ 20 NAILED FLAT TO TOP OF BRACE ('T" 2x6 NAILED CONTINUOUS / 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. % BRACE SPLICE SHOWN FEED NAILING \ PER PLAN 2 4 BLOCKING AT 48' 0 C \ 3xTRUSS BAYS 2x6 NAILED 0 BOTTOM WOOD FRAMING PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 "GABLE END �TRU�SS�BRAOIN�GCt�Tt�L " 2x4 LADDER FRAMING AT 24 O.C. REQ D AT (8) 10d NAILS EACH OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. ENGINEERED WOOD ROOF TRUSS AT 24" CONT. 24 w/ (2) 12d NAILS O.C. MAX. CMU WALL STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d 0 EA CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING 3 v n (4) 1/4' 0 c 2-1/4" MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 COND110NS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED AVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. 0 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS STRAP REPAIR R 13 (TYPICAL CMU WALL CONNECTION) x =10% HOUSE WIDTH RIDGE I XI` X 1O GABLE END J BOSTON HIP 20 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d 0 EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR - PER PLAN 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. RVVVV QnQ VALLEY SET OVER FRAME Ilvv ISM 3 9L' =10% HOUSE WIDTH X _X x - �c O O ® x x RIDGE 1Q GABLE END , X GABLE x =10% HOUSE WIDTH ROOF SHEATHING NALS ROOF FASTENING ZONES 8d RING SHANK 0.113'x2318' 1 2 3 SHINGLE: 7/16' SPAN RATED SHEATHING OFFSET DNI�SIONx=10%HOUSE WDTH x x TILE. 15/32' SPAN RATED SHEATHING PANEL EDGES @ SUPPORTS (1) 6' O.C. 6' O.C. I.O.C. METAL:15132"SPAN RATED SHEATHING PANELFE]D (1) 6'O.C. 6'O.C. 6'O.C. NOTES: 'DESIGNED WITH ENGNEE LNG 1. LONG SIDE OF SHEATHING TO BE PERPENDCULAR TO TRUSSES OR RAPIERS -TYPICAL. RATIONAL. THAT MEETS ASCE7-16 2. EDGE SPACING ALSOAPPLES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL. TO 10% OF TOTAL HOUSE WIDTH, DIMENSION T OFFSET FROM ROOF EDGE. 30'WDE HOUSE = TZONE, 40'WDE HOUSE = 4'ZONE, 50'WDE HOUSE = FMNE, 60'WDE HOUSE = 6'ZONE ROOF SHEATHING ATTACHMENT DIAGRAM R 11 �� 1 /2„=1'-0" SHEATHING PER PL R09C PARTIAL GABLE END TRl 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. BLOC( 8'-0' BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32' MAIL SPACING �— IF LENGTH IS LESS THAN 4'—O' USE 2x4 'L' BACK, IF LENGTH IS GREATER THEN 4'—O' USE (2) 2x4 'L" BACKS. NAIL 'L' BACKS w/12d 012"O.C.(NOTCHED 0 TOP w/2-12d TOENAILS 'L' BACK —EXTEND 6' PAST LOWER ROOF SHEATHING DETAIL PARTIAL GABLE VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN 2x4 BLOCKING AT 2'-0" - O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS BOND BEAM PER PLAN AND SCHEDULE VALLEY SET TRUSSES 8" CMU WALL SEE PLAN AT 24' O.C. FOR VERT. REINF. ROOF SHEATHING PER PLAN(//,R WALL BR 07 NEATHING PER SHEATHING 'LAN. PLAN. -OR- --------------------- 2x4 PURUN 0 EA VALLEY (1) SDWC15600 TRUSS SCREW TRUSS. NAIL TO COMMON TO EVERY TRUSS BELOW TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN 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. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLAN-� \ SEE ARCH. DRAWINGS CMU LX4 IJWL;KINb A I UTAUL)NALJ UNLT. A I IAUi A I LAUi 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. SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24' O.C. SHEATHING PER PLAN META16 AT BLOCKING w/1/4' MAX. GAP FROM TOP OF WALL TO BOTT. OF BLOCKING ACING�AT NON -BEARING EXTERIOR WALL STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24' O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN -� SHEATHING AND SCHEDULE PER PLAN R 0 8 B WALL�BRACINOA�B EARINGVLL 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. ° 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L' BACK. STRUCTURAL SHEATHNGPER SHIDULE w/EDGE NAILING PER DETAL 2. AT VERTICALS OVER 6'-6' TO 8'-4' USE (2) 2x4 'L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). x SHTG. 3. AT VERTICALS OVER 8'-4' TO 13'-0" USE ONE 2x4 BLOCKING 'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS@EA. (2J10d NAILS OUTRIGGER 1 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 14 OUTRIGGERS 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 " 2x BI.00KNG BETWEEN TRUSSES, TOENAL @EA. END CONT. & FASCIA W/(416d NAILS AT EACH OUTLOOKER W 2'(MN) CONCRETE RAKE BEAM W/(2)#5 (STOP 6 BOTTOM FILL CELLS ACCORDING TO DETAL CN.LOUT ON STRUCTURAL DRAWINGS 2x4 PT. LEDGER ATTACHED TO WALL w/1/4X2- /4'TAPCONS@24'ot. ONE O.C. 0 APROIL 45-DEG NEAR THE �D THE REMAINDER AT 48 R33 GABLE END DETAIL @ CONCRETE RAKE BEAM 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 R09B DUTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE BOSTON HIP 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 2x4 HELD FRAMED RAFTER 016' 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 �u• - FASCIA CUT FRAME: PER SPECS w/ (2) w/ 1/4' x 3' WOOD SCREW 0 16" O.C. SUSPENDED RAFTER 1 1'7 V mod« 1 /2"=1'-0" C.OA.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: N349 0 THOMAS A. WEBER, PE P.E. * 73242 FLORIDA ■ BENJAMIN NIESE. PE P.E. S 88026 FLORIDA 6/18/21 , p\�1`�{TAIL r� zi ti� Y� YQf1 � STATE-'* N:S' 4y�� *PulteGroup- MID v 00 a O O cn O m 1 L� 00�. "it Ei� N 1 O p y a� p as id w � � Q O cooO M PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.1 ° ° ° ° ° ° ° ° ° ° ° ° °---NOTE: HH PROVIDE BLOCKING AT ALL ° ° ° ° SHEATHING EDGES. ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° AIL SPACING AT ° ° ° ° ° 12" IN ° ° ° FIELD ° ° ° ° ° iy° ° ° ° ° ° 01 ° ° EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 1/16' SHEATHING 8d 3' O.C. 3' O.C. 12" O.C. AL EDGES SINGLE NAIL EDGE SPACING 1/2• s 1/2" DOUBLE NAIL EDGE SPACIN( NAILING �-2x4 BLOCKING STUD SPACING PER PLAJ SHEATHING SPLICE -SAYE THICKNESS AND STRUCTURAL SHEATHING PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL TOP PLATE CONNECTOR: (2) SDWC15600 SCREWS 0 EA STUD DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STU[ 2X P.T. SOLE PLATE w/ 1/2" DIAM. ANCHOR BOLTS (10 + 2) AT 32" O.C. MAX. w/7" EMBEDMENT OR 5/8" DIA. EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN. OR 1 /2" DIA EXP. BOLTS AT 24" O.C. W/1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB w/ 30 PLATE WASHERS W10 IDS AT 16" O.C. iING PER PLAN PLATE CONNECTOR: VC15450 SCREWS ® EA STUD REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL w/UPLIFT 8' K.O. BLOCK w/ #5 BAR GROUTED SOLID #5 BAR w/ A.C.I. STANDARD HOOK AT TOP, LAP PER GENERAL NOTES POURED CELL w/ (1) #5 BAR CONT. FROM BEAM TO FOOTING 8" CMU WALL LAID IN RUNNING BOND DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STU[ 2x P.T. PLATE SECURED TO SLAB w/ 3" POWDER ACTU, FASTENERS OR TAPCONS O.C. OR (2) ROWS 12d GUN NAILS ® 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 gd 3" O.C. 3' O.C. 12' O.C. ALL SHEATHING EDGES W02 GABLE END SHEATHING DETAIL STUDS AT 16" O.C. 4THING PER PLAN REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL w/o UPLIFT 8" KNOCK OUT BLOCK w/ #5 BAR GROUTED SOLID #5 VERTICAL BAR IN GROUTED CELL 8" CMU WALL LAID IN RUNNING BOND 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. STRAP INSIDE FACE OF WALL PER - W10 WHEN TRUSS STRAPS INSTALLED ON INSIDE (NON -SHEATHED) FACE OF WALL ` SIMPSON H2.5A @ TOP & BOTTOM OF OPENING FRAMING (JACK STUDS ONLY) DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48' LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16' O.C. - (6) 10d NAILS KING STUD TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA18 CENTER ON HEADER. STRUCTURAL SHEATHING PER PLAN (ON OPPOSITE SIDE OF WALL) 2x STUDS AT 16' O.C. EDGE NAIL SHEATHING PER PLAN NOTE: FOR EXTERIOR BEARING WALLS ONLY — EDGE NAIL SHEATHING PER PLAN CRIPPLES AS REQ'D, STRAPPING AT INTERIOR FACE PER PLAN MTS16 FROM EA. TRUSS TO HDR. DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48' LAP SPLICE w/ (3) 1Od COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16' O.C. HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS REQUIREMENTS PER PLAN. FASTEN WALL SHEATHING AT 3' O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT ,AII)rIVYPICAL FRAMED BEARING WALL v v v v /"¢ 0'-16' MAX. GAP 20 FILL w/ 2" MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. 1x P.T. SHIM NOTES: ALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION DETAIL. WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. W13 ARCH FRAMING DETAIL ROOF SHEATHING PER PLAN TRUSSES PER PLAN W19 (1) SIMPSON LSTA24 w/ (18) 10d NAILS U.N.O - CENTER ON BOTTOM HEADER CONNECT WALLS PER W10 DETAIL 0 INTERIOR NON -SHEATHED WALLS 2x STUDS AT 16' O.C. SHEATHING PER PLAN 0 EXTERIOR — WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) (1) SP4 TO KING & JACK STUD U.N.O. EDGE NAIL SHEATHING PER PLAN — TRUSS BOTTOM CHORD PER MANUF. 0 24' O.C. I I EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM OF HEADER PER PLAN HEADER PER PLAN, (2) PLY MIN, ADD JACK/KING STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL AS REQ. FOR SHUTTER ATTACHMENT EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3' O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT II II II II II II II II II II II II --L--1L NOT: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING EBAR, CONT. IN I BEAM BEAM PER PLAN EBAR VERTICAL ED 25' MIN. U.N.O. EBAR VERTICAL IN FILLED CELLS, PLAN). EBAR VERTICAL ED 25" MIN. U.N.O. " CLEAN OUT AT ALL D CELLS. FOUNDATION PLAN DETAILS FOR FOOTING -ORCING. 1U L„r ki inknt/ TYPICAL FILLED CELL DETAIL C5 a N 0 N S2 95 U a co 00 � O 0 �O ALO U w bb U_j C'� N � *PulteGroup- STEP DOWN TIE BEAM STEPPED BOND BEAM OVER LINTEL PRODUCT MANAGER J rV. W21 W21A M RELEASE BOX HDR. TO BE HELD FLUSH WITH DATE: xx XX xxxx LINTEL PER PLAN - BOTTOM OF LINTEL -FIELD FRAME -6ry HEIGHT MAY VARYV2X12 ABOVE AS NECESSARY FROM DRAWING BOX HDR. W/2x8'S TOP & BOT. FASTEN w/10d X 3" NAILS ® 6" O.C. C.OA.# ARCHITECTURE: 2x8 TO 2x12 PT 2x12 AT WALL TO BE AA2M2802 FASTENED TO PRECAST w/ (2) ROWS C.O.A.* ENGINEERING: PROJECT TYPE STAGGERED OF 1/4" x 4" TAPCONS ® 29348 Single Famil 16" O.C. MAX. ClTHOMAS A. WEBER, PE ;y] P.E. # 73242 FLORIDA S.G.D PER PLAN, ■ BENJAMIN NIESE. PE SPECIFICATION LEVEL INSTALL PER P.E. # 86025 FLORIDA Pulte MAN. SPECS. 6/18/21 DATE `,�%%Il111//, �` pMiN i PLAN NAME W32 POCKET S.G.D. DETAIL ;�'���'' " �''. VVWtestone NPC CHILD NUMBER No. OW25 2117.501 .. Z r � _ STAYSHEET N(�/� 6.� .2 rIIII+ W oM c� v •� o cn a .o 00 Q� v 4-j N v � U� o � w O � N � tPulte PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 ':FILET S4.2.1 STRUCTURAL SHEATHING. — REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. PER EIEV. FLOOR JOIST OR TRUSS SYSTEM & DIRECTION PER STRUCTURAL INTERIOR W32 TYP. 2-STORY WALL INSULATION AS PER SPECS. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. SHINGLE (OR TILE ROOF PER SPEC) — TRUSS STRAP PER STRUCT. DETAILS OL TOP OF WALL (REFER TO ELEV.) FASCIA PER COMMUNITY SPEC 1/42x MST BLOCK W/ (3) 'X2 3/4' TAFQNS TO SLAB SOFFIT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS REFER TO 2ND FLOOR JOINT 2x THRUST BI.oac W/ (3) DETAIL 1/4'x2 3/4' TAMS TO SDAB RIM BD. OR TRUSS PER OL 0'-0. STRUCT. � TOP OF FLOOR (REFER TO ELEV.) /'�TYPICAL STAIR DETAILS TOP OF CMU (REFER TO ELEV.) BOND BEAM PER PLAN EXTERIOR SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS SEE STRUCT. DETAILS FOR VARIATIONS 01LO,-O ---FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. (2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' O.C. STAGGERED 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS 0 6' O.C. STAGGERED STRINGERS TOE NAILED TO 2X LIDOQR W/ (4) 10d NAILS (2)2XB HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' O.C. STAGGERED 2X LEDGER ATTACHED TO (2)2XB HEADER - W/ 10d NAILS 0 6' O.C. STAGGERED STRINGERS TOE NAILED TO 2X LEDGER W/ (4) 10d NAILS. STAIR LAN G _�. ELEV. & SI PER ARCH. PLANS CLG, JOIST 016' at 2x6 LEDGER SUPPORTED BY ONE OF THE FOLLOwWG STRUCTURAL SUPPORTS a KNEE WAIL BELOW (JOIST HANGERS NOT REOUWED) b. (3) 16d NAILS INTO EACH STUD (16' O.C. MAX) c (2) Y x 2 )f CONCRETE SCREW 012' O.C. TO MASONRY (2) 2x8 HEADER. SUPPORT WITH KNEE —WAIL OR (8) 16d NAILS INTO STUD 0 WAIJ. 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS 0 6' at STAGGERED SECURE 2x6 FLOOR JOISTS 016' O.C. TO HEADER w/LUS26 JOIST HANGERS wA4) 10d TO JOIST & (6) 10d TO LEDGER GRASPABLE SECOND FLOOR HANDRAIL, 1 h 1/4' MN TO ELEV. PER PLANS 1D' 1-1/2' MAX TREAD M1 DIAMETER HANDRAIL BRACKETS TO BE CONNECTED TO FRAMING PER MANUF. RECOMMENDATIONS S CLr. JOIST 0 16' O.C. RETURN HANDRAIL INTO iX BACKER T1D. GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD f��m SHALL NOT BE GREATER THAN 3/8'. GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST RISER SHALL NOT BE GREATER THAN 3/8'. IF USING PREMANUFACTURED STAIRS, FOLLOW THE DETAILS PROVIDED BY THE MANUFACTURER. 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/(2) 16d NAILS 016'O.C. 23/32' FLOOR SHEATHING NAILED w/Sd 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. TRUSS PER PLAN SHEATHING PER PLAN META16 ANCHOR 0 24' O.C: STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT DIAG. REQ. 0 BLOCKING. NAIL w/ (2) 10d NAILS 0 E.E. FIELD FRAME 20 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS 016' O.C. w/ (2) 16d NAILS 0 EA END NAILING PER DETAILS 8' KNOCKOUT BLOCK w/#5 CONTINOUS BAR GROUT SOLID 8' CMU WALL OR POURED CONC. WALL, SEE PLAN FOR VERT REINF. LOOR TRUSS/JOIST TO MASONRY WALL STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED 0 EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING IAIL SHEATHING TO BOTTOM 'LATE AND BEAM OR 2RDER WITH HORIZONTAL (AILING PER DETAILS ULnffl M\ 1 LM % 11\V," GIRDER :FL82.-STORY CONNECTION @ BEAM 2x STUDS 016' 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 PLATE AND BEAM OR TRUSS JOIST PER PLAN / GIRDER WITH HORIZONTAL SHEATHING PER PLAN NAILING PER DETAILS TRUSS/JOIST CONNECTION BEAM OR FLOOR TRUSS TO BEAM PER MANIA. 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/Bd NAILS 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 IF JOISTS ARE USED STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT NAILING PER DETAILS (4) 16d NAILS RIBBON TO EA. TRUSS 8d NAILS 3' O.C. WALL SHEATHING TO EACH TRUSS (4) 16d NAILS RIBBON TO EA. TRUSS NAILING PER DETAILS 8' KNOCKOUT BLOCK w/15 CONIINOUS BAR GROUT SOLID 8' CMU WALL, SEE PLAN FOR VERT REINF. .00R TRUSS/JOIST w/LET-IN ON MASONRY WALL C.OA.* ARCHITECTURE: AA26002802 C,O.A.* ENGINEERING: 29348 n THOMAS A. WEBER, PE P.E. * 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. 8 86026 FLORIDA 6/18/21 0`TE``t;1IIIlI i '• aITA •: ► �X Mo .' R AL itlll a� e-I M 0 � O AN ;-4 o� v� 4-5 tt ro0 U M N as *PulteGroup- PRODUCT MANAGER IRELEASE I n ATr. vv /vv /vvvv PROJECT TYPE Single Family SPECIFICATION LEVEL Pu1te 1PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.3 ^� c� VA Lp LSK 0