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HomeMy WebLinkAbout6262 Bradford Woods Dr0 TM tPulteGroup APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE 40�_oM 61�_2y - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL"`""'` -2017 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB LOT SPECIFIC AREA TABLE �'"` Description TOTAL :CONDITIONED SPACE Go.ot Cover Street Go.02 General Notes CMU-BASE PLAN 1662 SF At.tt 1st Floor Plan CMU-ELEVATION FM2 34 SF A2.ot Front Elevation R Details 1696 SF A2.02 Side k Rear Elevations do Roof Plan :NON -CONDITIONED SPACE E1.11 1st Floor Electrical Plan E, ,2 ,et Floor Electrical Plan options CMU-COVERED LANAI 117 SF �� St oA tat Floor Plumbing Plan CMU-FRONT PORCH FM1 OR C1 OR C01 OR FM2 OR C2 25 SF CMU-GARAGE 463 SF 605 SF St.,A 2301 SF St •2" S2.oA SIOA S3.oe CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 -irst Floor Plate Height » —4 Plate Height itchen Layout Choices ayout 1 ALL WORK c;,Ttv �IVITH FREVAILI�IG CODS" "' ice; S,a �ti'�.,.. i +° 4^ ^; hPi~, REVIEW OAT CITY OF ZEPH* ANDTHE!'T", � "ar .` 1 PLAN EXAMINE ORDIM� aundry Layout Choices ayout 1 Additional Hose Bib Location Rear x error Firs oor WallMU Exterior Wall arage Handing 3arage Left arage Water Heater Choices lectric Water Heater arage to House Entry Stepped Entry ,-,athering Room Ceiling -Iat Ceiling athering Room Door Choices Window 1 wner's Bath Layout Choices wner's Bath Layout 1 wner's Suite Ceiling Choices -lat Ceiling overed Lanai Covered Patio dyer Entry Uoor wing Door Swing In Wind Speed Choices Wind Speed 140 igVelocity Hurricane Zone Non High Velocity Hurricane onfiguration Choices onfiguration B LOT SPECIFIED PLAN INFORMATION N m Name Market Home 6871-02601 Address 6262 BRADFORD WOODS DRIVE ZEPHRYHILLS JFL 133542 Community 6871 JOAKS OF PASCO 6871-02601 ---- o� t'J � r� co o 0 .o A� a� V eM N � I PRODUCT MANAGER IRELEASE DATE: XX/XX/XXXX Single Famfl SPECIFICATION LEVEL Nte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET GO.01 GENERAL NOTES GENERAL NOTES VENTILATION / ATTIC ACCESS — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — DO NOT SCALE DRAWINGS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES VENTS ONLY PER R806.2 — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 DRYWALL — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC — %' SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS TERMITE PROTECTION LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING ACCESSIBILITY — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR mgwo TM EPW— U [ PulteGI SHALL BE ISSUED TO THE BUILDING DEPARTMENT SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF —PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER 0 TREATMENT THAN 30 SF o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS — INSPECTION FOR TERMITES o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF REQUIREMENT. o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS THE ROOF FRAMING MEMBERS o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES o MIN. ATTIC ACCESS SIZE IS TO BE 22'x3O' WITH 30' OF UNOBSTRUCTED HEADROOM IN THE ATTIC POCKET DOOR SPACE SITE ADDRESS FIRE—RESISTANT CONSTRUCTION — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN LESS THAN 4' IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY EXTERIOR THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR — WATER RESISTANCE A 20—MIN. FIRE —RATED DOOR GUARDS AND WINDOW FALL PROTECTION o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — %" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE —GUARDS SHALL BE MIN. 36' CEILING WITHOUT HABITABLE ROOMS ABOVE ■ THIS IS NOT REQUIRED OVER CMU — 5/8" GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE — FLASHING OF THE STAIRS o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER — %" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE R703.4 — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED — EXTERIOR PLASTER — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 OR ASTM SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS STAIRS C1787 AND R703.7 — MIN. CLEAR WIDTH 36" — LATH WINDOWS/DOORS o HANDRAILS SHALL NOT PROJECT MORE THAN 4 %" ON EITHER SIDE OF THE STAIRWAY o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — MIN. HEADROOM 6'-8" OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1h" LONG, 11 GAGE NAILS HAVING — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 —MAX. RISE 7-3/4" A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS — MIN. TREAD DEPTH 10" o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24' H AND — HANDRAILS MIN. 20" D o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), o 34" 38" ABOVE SLOPE PLANE corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44' A.F.F. o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED THAN FOUR RISERS with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 PATH WITHOUT GOING THROUGH A GARAGE o 1 '/a' 2" GRIP SIZE OR GRASPABLE FINGER RECESS inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the o MIN. CLEAR WIDTH 32' WHEN OPEN AT 90 DEGREES exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. o MIN. HEIGHT 78" ELECTRICAL — SIDING o FINISHED FLOOR SHALL BE MAX. 1 1/2' BELOW TOP OF THRESHOLD — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS o IN EACH SLEEPING ROOM — MASONRY — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 o OUTSIDE EACH SLEEPING ROOM o BRICK IS TO BE INSTALLED PER R703.8 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o ON EACH ADDITIONAL STORY o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 o FIXED AND OPERABLE PANELS IN DOORS o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR ■ GLAZING WITHIN 24' OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED SHOWER ROOFING POSITION — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER — UNDERLAYMENT R905.1.1 underlayment for asphalt, metal, mineral surfaced, slate and slate —type roof ■ GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS coverings. POSITION AND WITHIN 24' OF THE HINGE SIDE OF AN IN —SWING DOOR. — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS o Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate o WINDOWS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED and slate —type shingles, and metal roof panels shall comply with one of the following methods: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE ■ A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR over the entire roof. • WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM • BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED D1970 or a minimum 3-3/4 — inch wide stripof self —adhering flexible flashing toe g g p •THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI complying with AAMA 711, applied over all joints in the roof decking. A felt underlayment AND CIRCUIT BREAKERS OR RECEPTACLES complying with ASTM D226 Type 11, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN underlayment meeting the performance requirements specified, is required to be applied over • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS the FBCR for fastener type and spacing). o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND ■ Two layers of felt underlayment comply ASTM D226 Type 11 or ASTM 4869 Type III or IV, or ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36' ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT two layers of a synthetic underlayment meeting the performance requirements specified, SURFACE — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE lapped and fastened as specified. ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING — FLASHING R903.2 WET AREAS FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT shall be installed in a manner that prevents moisture from entering the wall and roof through TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS joints in copings, through moisture permeable materials and at intersections with parapet walls and LESS THAN 60' A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. other penetrations through the roof plane. SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 WOOD — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 INSULATION Cf) 00 ch 0 .o A� 4� oN V� 1~ � w M N � *PulteGroup- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE ^. 1 T SPECinCAIION LEVEL I Me PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET GO,02 0 0 I c� FIRST FLOOR PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 1107 PAPER) 17'-gv LEGEND MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN OIL ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS YY RELATIVE TO FINISH FLOOR DATUM = 0'-0" DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/6- 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 -2x6 WALLS ARE DRAWN 5 1/2" THICK -8" BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING FURRING TRIM BOARD MDF. SHELVE ER INTO SIDE' Y4' MDF. BOA MDF. BOARD E(S) a- -OT" Mm DROP ZONE DETAIL I ICU WALL OTH��` "' -"� SCALE : 3/4' = 1' — Cr o 1 e—� � 04 O 0 VJ � 0 o A� ON U r� � bA N � ll&PulteGroup- O N 0 R I 00 Qj O N '� O -1c C) w (u o a, x � � PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A1.11 5 a N O (V H 2 c� 0 c.> M� �. ■�.��' ■III• �'��I'�� �■l�.%� �,I.I ■I'I� Ili. �II_1 I� Lmll IN -00 a co r� (U M r n V� ti� O O A� Q) as U� c� cn N � *PulteGroup- w o � o xw RODUCT MANAGER RELEASE DATE: XX/XX/XXXX P SPECIFICATION LEVEL Mte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2.01 TRUSS- 9'-4" 8 -0 R T.O. WDW I a0 a) 00 0'-0" FINISH 9 J 1 ROOF PLAN SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) ------------------- ------------------ SIDE ELEVATION SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 1107 PAPER) -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SO. IN. SQ. FT. SQ. IN. 0 0 0.000 0.000 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SO. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 0.000 0.000 1 0.000 0.000 0 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SO. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY d- I o o� I co I O a� I co 9'-4' Y 8 -0 T.O. WDW -4 8 -0 T.O. WDW 'IFml MM OPT. e BANDING REAR ELEVATION SCALE 1/8" = 1'-0' (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) -------------- -P4 00 OPT. GRIDS PER OPT. 4' BANDING COMMUNITY SPEC IDE ELEVATION SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) o" co W M 0 r �J O A� V 'o TS bA 'd N � *PulteGroup- O N w 0 1 0 0 � H � a�ink N W � � � W g � 0 � � Q PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL I Nte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2.02 0 U a-. U W 0 W 0 FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) Owq STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER *V/GFCl STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 220V STANDARD AFCI 220 OUTLET ®0W DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET ffSWITCH, 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 L5 LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATt c LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR CEP ELECTRIC PANEL (AFa PROTECTED) ® SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT THERMOSTAT —SPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET GARBAGE DISPOSAL (GFCI PROTECTED) �TIM ES DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TV MEDIA /SWP BOX v 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 E —2" PVC CONDUIT mmmj 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM I a aII III - I ti _ � 11Ml I 11II III III - I ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL „f,0 I 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS L 111144 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE cn rM� w M 0 iy O 00 A� � �MM N U � bA as N � llkPulteGraup- N 0 �Mz U Q a� N U a � w w O -� O i O w � � x MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinlele Family SPECIFICATION LEVEL I Mte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1,11 OPT- -----------------------------------------------_ _ FLOOD OPT FLOOD LIGHT ELECTRICAL SYMBOLS 11 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFq 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 ODW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 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 - 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 SO �MOKE DETECTOR �� ELECTRIC PANEL AFC,MO � ® SMOKE/CARBON ELECTRIC METER E/CARBO MONOXIDE COMBO cS DISCONNECT DETECTOR (aFa PROTECTED) r EMERGENCY LIGHT © -flPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCHTELEPHONE OUTLET qT /Y WCTSALDOOR BELL CHIMES �3RoTEDED GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TV MEDIA /SIP BOX v 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 �2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE PIT OPT. COACH LIGHT I I BED OEM 3 '� AMP O COMBINATION SERVICE 120-240 VOLT ___ R 20O AMP DISCONNECT SWITCH AND 1 PHASE MLO ------------------ -------------""-"-- OPT 5-1' 2PH ELECTRIC METER IN NEMA PANEL ------------------------- urD 3R ENCLOSURE WP/GFCI------------------------------------------- --- ---- FIRST FLOOR ELECTRICAL OPTIONS SCALE 1 /4' = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) ___JLlIN SOFFIT WP/GFCI INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ELECTRICAL NOT TO SCALE El I I-- 114 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL RISER DIAGRAM ALTERNATE 21 0 0 O v aN v � Uc "..4 0 m � ob -2 r.q 1� CIO 4� N � lItPultorou O N � c 0 f� M o 4,3 � U � N a � U w O (,Z 0 ' O 0 PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Sinkle Family T10N Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1.12 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY HB OWNER'S SUITE CAE i COVERED LANAI rn N GATHERING ROOM 10'-3' 2'-3" %-1" 11" ° x ° 1� ------ N ❑ ❑O °� 0. BATH KITCHEN WIC P 19'-8" OL, E: C � r— —� M I BEDROOM 2 Ll 1 1 I 1 I I j.ry 1 I 1 1 I I 1 1 1 " UN psszssxzq 11 I NOTE: ALWAYS LOCATE 1 " DRYER TO RIGHT OF WASHER &zzz zss� 11.--__--_-,F I i I I L-_-J I i I I FOYER 0 31-4" 3'-K N BATH 2 2 CAR GARAGE o PORCH C BEDROOM 3 E a 0 N CNN FIRST FLOOR PLUMBING PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 1107 PAPER) 0 J a M 00 o 0 VJ It= i J\ A a, W CN CCCI�I�VS J V� c� 0 s� N � f 0 N O 9! �♦ M OQ�'� "iC � „♦ Aw V�1 O N 4 a -� O O 4O o U-) PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET pill C 3 0 0 0 iU v U CV 0 N N N T 0 0 0 a 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-POSITIVENLO6: POSITIVE PLACEMENT NAIL APPLICATIONS NTH PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-16 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE 'C' 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. 2. ALL ALL SHALL R (LEAN 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 BACKALL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. 5. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6' AND SEALED. D. CONCRETE: 1. CONCRETE SHALL CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. 2. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE NTH 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 X OF SLAB AT 34T SPACING OR IN ACCORDANCE w/MMUFACTURER'S SPECIFICATIONS 7. 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. 9. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. 10. SLABS ARE DESIGNED AS UNRONFORCED PLAIN CONCRETE SLABS ON GROUND. 11. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1'. ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5' SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH 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 )r TO 2 N IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CFRTTFICATTON OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL E. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 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 (I'm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8' x 8' x 16', TWO HOLE, SQUARE END ROCKS 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'-0' U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) 15 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD AC 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' #5 25' 3-3/4' 10' 1`6 34' 4-1/2' 11' #7 42' 5-1/4' 13, F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO BE: CLASS 'B'. MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. 4. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE 5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL R AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8' -3/e TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2' G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NDS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER 016' O.C. FOR WALLS 9'-5' OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 20 SPF OR SP NUMBER 2 OR BETTER 016' O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS 0 24' O.C. MAX. 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 2A 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 NTH )¢ TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT r O.C. FOR EACH, U.NO. Ni 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 UEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. 10. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12' O.C. UNLESS NOTED OTHERWISED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GIN 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. & ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL BE DETERMINED BY THE DELEGATED TRUSS ENGINEER AKIPWODAPF. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. J. 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 R FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3"x3'xO.229' PLATE WASHERS ARE ASTM/ASME B18.22.1. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON STRONG -BOLT TPER FL PRODUCT APPROVAL #15731.1. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PR -APPROVED SCREW ANCHORS SHALL BE SIMPSON TTEN HD'PER FL PRODUCT APPROVAL #15730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET-XP'PER FL PRODUCT APPROVAL 115730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL #16230.1. SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIMPSON 'SET-XP'. 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. PR -APPROVED POWDER -ACTUATED FASTENERS SHALL BE SIMPSON POWDER -ACTUATED FASTENERS'PER FL PRODUCT APPROVAL #15730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PR -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON TTEN SCREWS'PER FL PRODUCT APPOVAL J2355-R4. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET'PER FL PRODUCT APPROVAL #15730.5. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON STRONG -BOLT TW/ MIN. 2 3/4' EMBEDMENT DEPTH AND 4'EDGE DISTANCE. b) 1/2' DIA. SIMPSON TTEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4'EDCE 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. PR -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'EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/27 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. PLACE ANCHOR BOLTS AT 4' MIN AND It 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. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HO.ES NOT DETAILED. BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. WOOD STRUCTURAL SHEATHING: SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A Y47 DIA. HOLE 6' DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36' LONG #5 REBAR WITH SIMPSON TYPE "SET' EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12' LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. IF THE WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX. 16" HIGH AND a WIDE AT THE FLOOR. DRILL HOLE AND INSTALL A 32' LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS. 2.1 F THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-Y4* FROM ANY EDGE FOR )r BOLTS AND 3-V FOR )f AND r BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5' MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24' TO 16'). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TTTEN HO SHALL R A MINIMUM Vt x 6', OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE 'SET' EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6' MINIMUM EMBEDMENT SI M ANCHORS ARE NOT ALLOWED. 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL IN THESE DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3' NAILS). WHEN GAP IS GRATER THAN 1 1/2', INSTALL NEW ANCHORS. 4. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY >' OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOC( OVERHANGING THE SLAB BETWEEN >' AND I V, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 V, CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS (1-3/8'FOR A 2X4 STUD OR 2-3/16-FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -RARING WALLS (2-1/8-FOR A 2X4 STUD OR 3-5/16-FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/471-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'jl-SDS3 WITH (12)-1/4'x3'SDS SCREWS, WHERE '#'CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOPf BOTTOM PLATES a FOR PLUMBING/MECHANICAL UTILITIES A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL NTH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2'WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/2'TO THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1-FROM THE EDGE OF THE PLATE. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS 2-ABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2'BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC 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 (ETC MSTC52) L. JURISDICTION SPECIFIC INFORMATION: I. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8'MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTIIIOUS 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. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS KAYCAN VINYL SOFFIT IS INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1 3. If WIDE SOFFIT PANELS ATTACHED TO BUILDINGS AND EAVES WITH 12F-1 & 12F-2 SYSTEM REQUIREMENTS AS NOTED IN EVALUATION REPORT FL12194-R9 ARE CAPABLE OF WITHSTANDING MAXIMUM COMPONENT & CLADDING DESIGN PRESSURES OF +/-4OPSF. FOR DESIGN PRESSURES EXCEEDED +/-4OPSF, SOFFITS SHALL BE ATTACHED PER 12F-3 OR 12F-4 SYSTEM REQUIREMENTS IN EVALUATION REPORT FL12194-R9 AND ARE CAPABLE OF RESISTING MAXIMUM COMPONENTS & CLADDING DESIGN PRESSURES OF +48PSF &-64.2PSF Roof Pressures Wall Pressures Zone 1 Zone 2 Zane 3 Zone 4 Zone 5 19.1 -34.2 N/A N/A 19.1 -47.3 25.7 -27.7 25.7 -34.2 Zone 2e Zone 3e a 191 -47.3 N/AN/A Zone 3r Zone 2n N/AN/AN/A/J� ....�. ... ... ........, _,.,..._.... a.w ,_.._._._,. Zane Zr 19.1 -47.3 DESIGN PRESSURE CALCS DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS Y Positive Ne dive REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS 'Width Hei ht Effective'! Pressure 'Pressure Descriation I Zone Lftj (ft) Area ft2 16070 OH 16 7 112 21.8 -24.3 3080 DOOR 4 3 8 24.0 24.2 -26.4 60BO SCE 5 6 8 48.0 23.1 -29.1 25SH 4 3 5.25 15.8 25.0 -27.1 25SH (2) 4 6 5.25 31.5 23.9 -26.0 25SH (2) END 5 6 5.25 31.5 23.9 -30.8 4010 FIXES 4 4 1 4.0 25.7 -27.7 26SH (2) 5 6 6 36.0 23.7 -30.3 25SH (3) END 5 9 5.25 47.3 23.1 -29.2 ABBREVIATIONS: A. PLYWD = PLYWOOD B. 0SB = ORIENTED STRAND BOARD C. NAILING: C.A. 8d = COMMON NAIL C.B. 10d = COMMON NAIL C.C. 12d = COMMON NAIL C.D. 16d = 0.135" x 3 1/2' GUN NAIL C.E. EN = EDGE NAILING C.F. FN =HELD NAILING C.G. SN = SIDE NAILING C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION J. MAX = MAXIMUM K. MIN = MINIMUM L O.C. = ON CENTER M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 0. TYP = TYPICAL P. U.N.O. = UNLESS NOTED OTHERWISE Q. LLO. = IN UEU OF R. w/ = WITH S. WD = WOOD T. BE = EACH END U. HDR = HEADER V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. ATR = ALL THREADED ROD Z. S.C. = SAW CUTS AA. C.J. = CONTRACTION JOINT AB. DEN = DOUBLE EDGE NAILING AC. COL = COLUMN AD. REIN = REINFORCEMENT AE. PLT = PLATE AF. CANT. = CANTILEVER AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER C.OA.# ARCHITECTURE: AA260028M C.OA.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/12/21 DATE j%I1111j, 29 M r� Q M o � O A� UC co H 0 tX0 -2 4.4 41 N mmi *PulteGroup- RODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE P SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER No. 2810.500 "A • UST : WV SHEET Sol��'��;'•. AtoR4op.•'•���• Nom v, (1) #5 REBAR w/ 25" LAP U.N.O. 8" C.M.U. FINISH PER ELEV. OIL-0,-o- 77 FINISH GRADE co w— CD MONOLITHIC FOUND W/ (2) RODS 14 DIA. CONT. ON CHAIRS RODS 9"STARTER STARTER COURSE ALT. CMU SEAT 0 -1)r 0 2S Y MOM EXTERIOR MASONRY WALL FTG TOP OF SUB SCALE 1/2`=1!-0 3/4! RECESS IN SLAB 10 1/2* 8" C.M.U. WALL FINISH PER ELEVATION FINISH FLOOR SLOPE MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. os GARAGE DOOR RECESSED SILL SCALE 1/2'4-0 RECESS NTH PAVERS 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED M SA w/ Y POW ACTUATED FASTENERS OR TAPCONS 0 16- QC. OR (2) ROWS 12d 1/2- G.W.B. EA. SIDE GUN NAILS 0 12' O.C. STEP PER PLAN n, on 1/21, (1) 14 ROD CONT. ON L CHAIRS UNO STEP CONDITION THICKENED SLAB @ GARAGE (NON -BEARING) SCALE: 1/2*4-0 i -4! 0 2 STORY SCALE 1/2'4-0 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. wA2) 14 DIA. RODS CONT. ON CHAIRS CMU COL PER PLAN SLOPE 1. m- PAVERS OR SLAB PER arm SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN of MASONRY WALL CORNER ON SPREAD FTG. SCALE 1/274-0 3111N RECESS IN SLAB — FINISH FLOOR 2x P.T. RATE SECURED TO SLAB W/ 5' POW ACTUATED FASTENERSTAPC0M 0 IT D.C. OR (2) RDWS6 12d GUN KALS 0 It O.C. START SLOPE HERE SLOPE 77 1. PENETRATING PVC SLEEVE CMU COL. PER PLAN —15 REBAR w/25' MIN LAP C/) LAJ �:f OIL-O,-O. SLOPE o CONCRETE FOOTING w/REBAR AS NOTED o ON FOUNDATION PLAN (IF REQUIRED) PER PLAN MASONRY WALL CORNER ON SPREAD FTG. 8" C.M.U. WALL FINISH PER ELEVATION SLOPE OMONOLITHIC FOUND. wA2) #4 DIA. RODS PCONT. ON CHAIRS. FLUSH CONDITION SCALE 1/2'4-0 GROUT BED 00 1,-o- q 1'-4! 0 2-STORY SCALE: 1/2'4-0 15 REBAR w/25' MIN LAP (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS I ON l'-,r 0 2 STORY -----.,—POURED CURB FINISH GRADE o MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS 2;�12* 0 IMPACT D DOOR PERSPEC PAVERS PER SPEC PAVERS PER (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS SLOPE VAVARIES)OiLO'-O' F.E. SLOPE PER PLAN >< ME co fto 38 MONOLITHIC FOUND. MONOLITHIC FOUND."'- 1,-0, wA2) #4 DIA. RODS q wA2) #4 DIA RODS q CONT. ON CHAIRS ! CONT. ON CHAIRS 1-40 2-STORY EXTERIOR DOOR SILL @ ENTRY (Pavers) %ME. llt=f-o (1) #4 ROD CONT. ON Zx AT 24"O.C. MAX. CHAIRS TYPICAL 3 1/2 CONIC. FINISH GRADE SLAB SLOPE 111' G.W.B. EA. SIDE 8' C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP RE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS THICKENED SLAB EDGE SCAI.E. 1/2'=1'-0 (1) 14 REINFORCMENT 4* SEE FOUNDATION PLAN 44 L BAR CONT. CONIC. PER SCHEDULE W cl- SLOPE TO DRAIN SHOWER RECESS SCALE 1/2'4-0 PAVERS TYP. Mo! ; (1) 14 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM ALT. BRICK THRESHOLD DOOR PER SPEC DOOR THRESHOLD 00 ALT. FLUSH BRICK THRESHOLD S(TERIOR I SCALE: 1/2'=I'-0 PER PLAN PER PLAN MONOLITHIC FOUND. MO NOLITHIC (2) #4 DIA. RODS L 1'-00 CONT. ON CHAIRS L 1'-4! 0 2 ST&Y CORNER BAR WITH 25" VERTICAL DOWEL DOWEL MIN. LAP SPLICE EACH AS REUD IN \ 1. * 11:, . il: ... . . SIDE. SAME SIZE AS CONT. FOOTING STEEL NUMBER OF CORNER ALTMATE TO CORNER SPLICE PROVIDE CONT. BARS EQUALS NUMBER STEEL REINF, BARS BENT OF CONT. BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE BUILDING CODE. NUMBER OF REBAR 25' MIN. PER PLAN LAP SPLICE filREINF. PLACEMENT AT FTG. CORNERS SCALE ll:r=l'-O C.OA.# ARCHITECTURE: AA26002802 C.OA# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E.#86026 FLORIDA 2/12/21 DATE No. 60 $TAT d c� NAL vC)� 41 00 M O cz�C=) 00 Q) +1 C7 U 0 Q) "all *z o 7-4 W-4 cf) 4-4 N � PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Farrdly SPECIFICATION LEVEL PWte F12 3'-5 1/2' 8" L 71-08 S1.0 I I I VERIFY M.O. 401-0" 2r-0" 4'-7" 8" 1_ 7'-0" 13'-0" 2'-3 1/2" 12'-0" 24"x24"x12' CONC FTG w/ #4 REBAR 0 6" O.C. EA WAY I 1 F03C S1.0 F01 F07 pl_ " VARIES o cm F11 _! S1,0 S1.0 S1.0 I-- " w/OPT. SCREEN • c ENCLOSURE I o IW " 00 $ 1/2 CID1'-5 1/2' � II 8 101 -2" SOLID POUR I SOLID POUR 6Ci N S.C. " VERIFY M.O. Ih F01 0 g" 3'-0 1/2' I• • O = oO 1 : 51 2' 1OL ( I Tn 1 0 -0M S.C. F26 S1.0 OO II 0o I d- c0 1 0 1 t S. C. 00 REFER TO ARCHITECTURE FOR • ACTUAL WALL LOCA ON o S1.0 I m o N_ M cm • _ _ — — REFER TO ARCHITECTURE FOR • F06 ACTUAL WALL LOCATION o V S II N --- S. C. c.i 1 co I I �M START SLOPE ' HERE REFER TO DETAIL FOR • I FLUSH ENTRY CONDITION I I • 20'-g" vARIEs I S1.0 S.C. S.C. I• o I � W • n, 00 I FIX I I CV S1.0 N I F07 1 co To • SOLID POUR I SOLID POUR S.C. S.C. • • 7 1/2• 7 1/2' • 1 R 1 3 —4 _ F06 c" a, d I o VERIFY F04 _� M.o. LnI W F01 • - �— — — — • S1.0 • • •• •• • o I `V VERIFY M.O. o0 _� N N 0 F01 F01 - S1.0 s1.0 - CN I ; N 1 M 1- 1- 1'-8 1/2' 1'-8 1/2" 16'-8" 8" 21'-5" 40'-0" FOUNDATION PLAN VERIFY M.O. 3'-2" 7'-8" 14'-o" 3'-2" LEGEND SYMBOLS Q 8x8 FILLED CELL W/ #5 REBAR • 2 8x8 FILLED CELL W/ (2)15 REBAR 0 INSIDE FACE 8x8 FILLED CELL W/ NO REBAR REQUIRED 45' CMU -FILL CELLS W/ #5 REBAR 1202 FILLED CELL W/ (4)-#5 REBAR ELE ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = O'-0' DETAIL INKATM XX FLOOR SLAB NOTES: 3 1/2' Z500 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 M 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 M THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER M ARCHITECTURAL PLUMBING FIXTURE PUNS FOR ALL FIXTURE LOCATIONS C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/12/21 DATE ``1111111i �f ! 4 $ • o. 86025 i C5 N x a 0 U u o� � t-4 00 cn o O 0 r ^ \ C A� Q U•.++ bb ts. N�--� *PultoGroup- PRODUCT MANAGER IRELEASE I DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Mte WALL BASE PLAN SCALE: 1 /4"=1'-0' LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8' KNOCK OUT BLOCK WITH 15 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4' NOMINAL BEARING PER END 0 LINTELS OR AS REQUIRED BY MANUF. (NOTE:MOST MANUFACTURERS REQ. 8' BEARING 0 SPANS > 12'-41 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12'-4' SHALL BE PRESTRESSED. 4. BOND BEAN 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 NTH GROAT U = UNFILLED QUANTITY OF REBAR AT r I BOTTOM OF LINTEL CAVITY 1 B/1 T 716— LL QUANTITY OF 1i REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR CMU 0o z GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY 7-5 BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8' NOMINAL NINTH LEGEND DETAIL INDICATOR ® UNTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REIMS UP TO S-4' DOUBLE 2z6 ------- S-5' - 6'-0' DOUBLE W ------- 6'-1' - 8'-6' DOUBLE 200 2 JACK STUD EACH END. a'-r - 1-6' DOUBLE 202 2 JO STUDS, EACH END. C.O.A.# ARCHITECTURE: AA260028M C.O.A.# ENGINEERING: 2934E 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E.086025 FLORIDA 2/12/21 DATE`,�i�tiill/� a 25 0 N N a U QATE (v�l . cs r It o� co e-R v c°O0 � O VJ � O O A� 4� a� U� • � V 0 c� N � *PulteGroup- ELEASE DATE: XX/XX/XXXX R PROJECT TYPE n • 7 in SPECIFICATION LEVEL I Pu1te c" 3 -v 0 CV N 0 v FV O CV cl CV T O 0 k LJi 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. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 - APA RATED SHEATHING. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE W MIN. 6. REFER M DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. & PROVIDE SOLD BLOCKING FROM ALL BEAMS do ORDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERMSE NOTED ON PLANS: 1. ALL TRUSS SIM 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 SDWC1%OO. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDKI5600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENSINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROEM BY THE DELEGATED TRUSS ENOIEER. 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. E5 a. N F- a 0 U C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WESER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/12/21 DATE ``,111111 JJ I/ N ' 60 STATE ,� '•.. � pop •..•' �•��• v. oUA� 1ti�` e-1 00 VJ � O O A� %1 O U� c� 0 oa -2 N � lItPutteo PRODUCT MANAGER RELEASE PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET S3.1 STRUCTURAL SHEAT}WG, SEE PLAN AND DETALS a'°'7'"^""""E""' PREZ4G1� WOOD TRUSSESATWO.C.MAX -OR- N BLO(�IG AT SHEATHING EDGES w1 2x IW80N 80AAD ATTACFL D TO (3► 8d NAILS INTO TIAISS TRUSS wig 10d NAILS, W O.C. CONTNUr7U3CEN8MAX.SPACING SHfATHNGNAIL PER TYPICAL CONTNUOUSSTIIUCIURAI.SHEATHING SHTJITHING DETAIL NAL PER TYPICAL. MTHNG DETAIL TYPICALTwANCHOR PER PLAN DETALATTRUSSHIEL>9114' TYPICAL,,,,,,,,, ANCHM PER PLAN NOTE: MER TO A01TECT1XiAL DRAWINGS AM OR TRUSS MAffACTUREA DRAWINGS FOR SPECFTC TRUSS PROM NFOWTKK (LL HEEL HEIGHTS, SNAPS, OVERHANGS) S 111UCiUAAL SHEATHING, SEE PLAN AND DETALS FOR ATTACHMEENT PREP WOOD TRtlSSESAT2CO.C.MAX TRUSS ANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) EXND BEAM PER PLAN DETALATTYPICALTRl1SSWIHEI L 0114' ROOF TRUSS ON MASONRY nn 1 V 1 scdc "a Name:C��1 /2"=1'-0" RWM-010 STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED - TRUSSES AT 24' O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLANSHEATHING AND SCHEDULE PER PLAN R08B WALL BRACING AT BEARING WALL "X" = 10% 'X' = 10% HOUSE WIDTH � 3 HOUSE WIDTH c tit Of O x T T 3 RIDGE - ! X RIDGE J OO GABLE END x QQ GABLE END BOSTON HIP 4X n GABLE X 2x4 OUTLOOKER PER DRAWINGS 26 FASCIA 16 wA3) 8d 0 EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR - PER PLAN 2x4 BETWEEN EA. OUTLOOKER wA2) 10d TOENAILS EDIMENT BLOCKING GABLE VALLEY SET TRUSSES AT 24' O.C. SHEATHING PER PLAN. GABLE TRUSS PER PLAN ROOF SHEATHING VALLEY SET TRUSSES PER PLAN AT 24' O.C. MIN. 9' LONG 20 GA. ROOF SHEATHING FLAT STRAP w/ (8) 10d PER PLAN SHEATHING PER SHEATHING PER PLAN. -OR- PLAN. -OR- - - 2x4 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW w/ (3) 10d EACH END. �VALLEY SET OVER FRAME PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24' O.C. STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24' O.C. REUD AT OVERHANGS (TREATER 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. SHEATHING PER ARCH J 1x4 FURRING AT INSTALLED PER MANUF. MAX. 16" O.C. w/ 2. AT VERTICALS OVER 6'-6' TO 8'-4' USE (2) 2x4 'L" (3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). sol EXTERIOR CEILING FURRING 3. AT VERTICALS OVER 8'-4' TO 13'-0" USE ONE 2x4 SCALE: N.T.S. 'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID 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. 'X' = 10% OF HOUSE WIDTH -� 'I FOP VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN \ PLAN. 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 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48' O.C. 0 APPROX. 45-DEG ANGLE. 13 1 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" I I ANCHOR BOLTS AT 4'-O' O.C. MAX. w/2'x2' PL STRUCTURAL SHEATHING CM SEE PLAN FOR ATTACHMENT �+ WASHERS AND 7" EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT RFlNF 016' O.C. TRUSS w/ 12d's AT 4" O.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE / CONT. 2x4 PLAN AND DETAIL 20 NAILED FLAT TO TOP OF BRACE ('T' 26 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 x FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING % BRACE SPLICE SHOWN \' PER PLAN 2 4 BLOCKING AT 48' 0 C - 4' ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINS 7/16" SPAN RATED PLYWOOD OR OSB 8d RING SHANK 0.113" x 2-3/8' 1 2 3 OFFSET DIMENSION 'X' = 10% HOUSE WIDTH 'X' 'X' TILE: 15/32' SPAN RATED PLYWOOD OR OSB PANEL EDGES 0 SUPPORTS (1) 6' O.C. 6" O.C. 4' O.C. PANEL FIELD 1 6' O.C. 6' O.C. 6' O.C. METAL 15/32' SPAN RATED PLYWOOD w/24 GA. 19/3Y SPAN RATED PLYWOOD w/26 GA. NO IES: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION 'X" OFFSET FROM ROOF EDGE. 30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE R11 "ROOF SHEATHING ATTACHMENT DIAGRAM \ 3xTRUSS BAYS / 26 NAILED 0 BOTTOM WOOD FRAMING PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 GABLE END TRUSS BRACING DETAIL GABLE END 2x4 LADDER FRAMING AT 24' O.C. DEQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 2x6 w/ (2) 12d NAILS STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING SHEATHING PER 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2)124 TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 8'-0' BACK FROM GABLE TRUSS. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32' MAX SPACING �- IF LENGTH IS LESS THAN 4'4' USE 20 'L' BACK, IF LENGTH IS GREATER THEN 4'-O' USE (2) 20 'L' BACKS. NAIL 'L' BACKS w/12d 012'0.C.(NOTCHED 0 TOP w/2-12d TOENAILS 'L' BACK -EXTEND 6' PAST LOWER ROOF SHEATHING R09C1PARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE (8) 10d NAILS EACH PER SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24' O.C. 2x4 BLOCKING AT 2'-0' - O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS ` SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4' MAX. GAP FROM TOP OF 80 CMU WALL SE P WALL TO BOTi. OF BLOCKING FOR VERT. REINF. R07 WALL BRACING �ATNON-BEARING EXTERIOR WALL 2x4 PURUN 0 EA VALLEY TRUSS. NAIL TO COMMON 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 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 STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLANS 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) 2x4 'L' BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). �ST8'-4'3. AT VERTICALS OVER TO 13'-0' USE ONE 2x4 rBLOCKING '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 UNTO, SHEATHING PER J SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED \ l ►A1�1�111 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. - 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS TO BLOCKING AND TO THE 'L" BACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND THE REMAINDER AT 48" O.C. DIAGONALS OVER 8'-O' MUST HAVE AN ADDITIONAL 'T" BRACE ATTACHED TO THE NARROW EDGE w/ /12d's AT 6' O.C.. 'T' BRACE LENGTH TO BE THE DIAGONAL'S LENGTH MINUS 12' FROM EACH END. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN R09B DUTCH HIP GABLE TRUSS BRACING DETAIL BOSTON HIP ENGINEERED WOOD ROOF TRUSS AT 24' O.C. MAX. CMU WALL (4) 1/4' 0 c 2-1/4' MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 CONDTIONS 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. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. rRMISSED TRUSS STRAP REPAIR 3 (TYPICAL CMU WALL CONNECTION) CONNECTOR FASTENERS ALLOWABLE LOADS CITY TYPE GRAVITY (I bs Q& 1.0 UPLIFT ( Ibs) @ 1.6 LATERAL Ibs @ 1.6 META16 8 0.148""xl-1,/2" -- 1450 F1:340 F2: 770 HETA16 9 0.148"x1-1/2" - 1810 FL 340 F2: 770 (2) META16 1DIV 10 0.148"xl-1/2" -- 1975 F1: 680 F2: 770 (2) META16 - 4r 3- I 14 0.162"x3-1/2" -- 1795 F1:1285 F2:1.080 (2) HETAiS I - ply 10 0.148""xi-1/2"" -- 1920 F1: 680 F2: 770 (2) HETA16 I 12 n 0.162 x3-1/2- -- 2365 F1:1350 F2:1430 HSTM16 8 0.148"x1- 2" -- MCI F1:12D 4 1/4"xi 3/4" Titen 2 F2: 90 MTS12 14 0.148"x1- 2" -- 990 - MTS16 14 0.148"x1- " 990 - HTS16 16 0.148"xl-1/2" -- 1310 - HTS20 24 0.148"x1-1/2" 1310 - LSTA12 10 0.148"x2-1/2" -- 925 - LSTA18 14 0.148"x2- 2" -- 1235 - LSTA30 22 0.148"x2. J2e" -- 1640 -- WTA30 22 0.148"x2-1/2" -- 2050 - MSTC52 62 0.148"x3-1/4" -- 4735 - hILSTCNDh 10 4"x2- 4" Titen 2 _- 2800 - 14 f}.148"x3- 4" MCa F 22 0.148"x3" -- 3965 F1: 775 1 S/r ATR F2: 525 VGTR or L 1 8" ATR -- 2225 F 1: 650 16 Vrx3" SDS F2: 630 VGTR/L 2 5/8" ATR -- 5545 F1:650 32 1/4"x3" SDS F2. 630 VGT 1 8" ATR _- 49acD F1:1185 16 1/4"x3" SM F2: 590 (2) VGT. 2 5/8"ATR -- 7185-2ply 3ply F1:1185 32 1/1 "x3'" SDS F2: 590 U 1 8 1/2" ATR 1/4"x3" SDS 1825-2x4 m in 21 2 2x4 m In - HTT4 1 5/87 ATR -- 3610 - 18 0.148"x3-1/2" HTT5 1 51W ATR -- 4670 - 26 0.1487x3" HTT5KT 1 5/8" ATR -- 5445 - 26 S D #10x2-1/2" ABU442 q 5/r pt3 TR 7570 1900 - 12 0.1U "x3-1/2" ABU66Z 1 5i13" ATR 2475 - 12 0.162"x3-1/2" H2.5A 10 0.131"x2-1/2" 565 F1:110 F2.110 H1.0A 18 0.148"xl-1/2" -- y� F1: F2: 285655 H10A-2 18 0.148-x1-1/2" -- 1080 F1: 680 F2: 260 FIUC48 14 1/4"x2-3/4" Titen 2 3500 1135 - 6 0.148 "x3et WS26 4 0:148"xT' 865 1165 - SPH4 12 0.14$"x1-1%2" -- Side: 640 - Center :12180 I?TC dips 4 3/16"x2-3/4" Titen 2 -- - Fl : 85 2 0.131"x2-1/2" F2:135 A35 12 0.131"x1-1/2" - F1.650 F2:670* SDWC156M 1 SDWC15600 -- 615 F1:130 F2: 225 S[7WC15450 1 SDWCLS450 -- 295 F2:150 c5 a N 0 N 95 0 U i PRODUCT MANAGER RELEASE I UN- YY /YY /YYYY C.O.A.# ARCHITECTURE: AA260028M C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Family O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA te 2/12/21 DATE PLAN NAME ;� F Cedar NPC CHILD NUMBER °- 8602 = 2810.500 III r. �41 " SHEET v im. '�AI. S4.1 �� *. ` e e e e e a e e e e e ° ° ° 01: 101 H PROVIDE BLOCKING AT ALL e e ° SHEATHING EDGES. e e e e e e e e° a ° e e e e e e e° e ° e ° e e e e e e e e ° ° ° e e ° ° AIL SPACING AT e e ° ° e e ° ° 12 IN FIELD ° e e e ° e e e e ° e e e ° e e e ° EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" SHEATHING 8d 3' O.C. 3' O.C. 12" O.C. ALL EDGES SINGLE NAIL EDGE SPAGING 1/2" 1/z S ° ° ° 1/2" DOUBLE NAIL EDGE SPACIN( `-20 BLOCKING NAILING SH STUD SPACING PER PLA STRUCTURAL SHEATHINGJ PER PUN EATHING SPLICE -SAME THICKNESS AND STRENGTH AIDS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL ll�> 1xWOOD 1x P.T. = ATTACH WINDOW PER FlJ)FIDA PRODl1CT APPROVAL 110 PER ELEVATION WOOD BUCKATrAGHMENT: tx CUSTOM P T. BUCK TO MASONRY MATCH FRAME WDTH, ATTACH wl T WITS @ 0FROM ENDS AND 12'O.C. REMAI 0L ATTACH WNDOWTHfKJ BUCKINTO MASONRY PER RORDA PRODl1CT APPROVAL ALTERNATE: 2x OR GREATER BUCK TO MASONRY BUlLTd1PT1ICKNESS <2IM=10x4' TAPCONS @ 4'FROM ENDS AND I? O.C. REMAINDER. wl 1114' EMBEo1EldT TYPICAL WINDOW ATTACHMENT DETAIL N.T.S. Nr. FNSH 1XWOOD 2x P.T. EIUCK ATTACH DOOR PER ROU PRODUCT APPROVAL BRICK MOLD FPO PER ELEVATION TYPICAL DOOR ATTACHMENT DETAIL FNe Name: WGM-140 WOOD BUCKATTACHIWEN : 2x OR GREATER BUCKTO MASONRY BU9.T4JP THICKNESS < 21/4'=1141 x 4' TAPCONS @ 4-FROM ENDS AND I? O.C. REMAINDER wl 11 /0 EMBEDMENT T ALTERNATE: tx CUSTOM PT BUCK TO MASONRY MATCH FRAME WDTH, ATTACH wl'I' MILS @ 4'FROiI ENDS AND 12' O.C. REIWM ATTACH DOOR THRU BUCK INTO MASONRY PER RORDA PRMJCTAPPRONAL FVe Name: N.T.S. WGM-150 ill=.at7f • 2X6 WOOD BIJgUNCHOAED TO CMU w/ 1/?'xl't'BOLTSOR Wx6'SIAPSON TREN WS W 2' WASHERS AT 24' O.C. NL WRHN 6'OF TOP AND BOTTOM, OR (2) FRAME TO EIUCK TO ROWS OF 114'x 3' MASONRY SCRE WS @ MASONRY 12' O.C. STAGGER ROWS 6' FROM ED END 0 TYPICAL GARAGE DOOR ATTACHMENT scalc N.T.S. 1/2'x 2114' HLTI SLEEVE ANCHOR OR EQUAL WL I It? EMBED INTO MASONW 0) PER BRACKET r" name: WGM-160 12 PER INTERIOR 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 STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & INSULATION AS PER SPECS. OTHER REQ. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. ROOF SHINGLE (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS ,REFER TO PLAN � Y _ _ J FASCIA PER COMMUNITY SPEC SOFFIT & OVERHANG PER SPECIFICATIONS BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS SEE STRUCT. DETAILS FOR VARIATIONS O,—De -,--FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W30 IYP. 1-STORY WALL SECTION 12 PER ELEV. INTERIOR STRUCTURAL SHEATHING. REFER TO STRUCTURAL STRAP INSIDE FACE OF WALL PER M1516 FROM EA TRUSS WIO WHEN TRUSS STRAPS TO HDR. INSTALLED ON INSIDE (NON -SHEATHED) FACE OF WALL ] I I EDGE NAIL SHEATHING SIMPSON H25A 0 TOP & BOTTOM OF I " ? PER PLAN DBL A TOP PLATE BOTTOM 2X OF TOP CRIPPLES AS REO D, PLATE TO BE SPLICED OVER A STUD. OPENING FRAMING (JACK STUDS ONLY) STRAPPING AT INTERIOR PROVIDE 48' LAP SPLICE w/ (3) 10d FACE PER PLAN COMMON NAILS AT ENDS NAIL PLATES DBL 2X TOP PLATE BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 16' O.C. - PLATE TO BE SPLICED OVER A STUD. PROVIDE 48' LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES ER PER P HEADER PER PLAN, (2) PLY 6 (HEAD0d NAILS KING STUD TO CONT. w/ 10d COMMONS AT W O.C. MIN. JACK STUD (MIN. 3 EA PLY) AND CONNECTORS (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM (1) SWSON LSTA18 AT 3' O.C. ALL AROUND HEADER CENTER ON HEADER. OPENING CONNECT WALLS PER W10 DETAIL III — STRUCTURAL SHEATHING PER PLAN INTERIOR NON -SHEATHED WAILS (ON OPPOSITE SIDE OF WALL) DOUBLE SILL AS REQ. FOR 2x STUDS AT 16' O.C. SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. — SHEATHING PER PLAN 0 EXTERIOR— WALLS AND SHEAR WALLS (ON i I I I OPPOSITE SIDE OF WALL) EDGENAIL ��THING I I I I (1) SP4 TO KING & JACK STUD U.N.O.- PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN — II II NOTE: FOR EXTERIOR BEARING WALLS ONLY 1AInKlYPICAL FRAMED BEARING WALL wwvv �� SHEETS FOR NAILING & INSULATION AS OTHER REQ. PER SPECS. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. ROOF SHINGLE (OR TILE PER SPEC) /— TRUSS STRAP PER STRUCT. DETAILS REFER TO PLAN lJ FASCIA PER COMMUNITY SPEC SOFFIT & OVERHANG PER SPECIFICATIONS BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING w/ PRECAST SILL PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS 01L0'-0" FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPT�6fl6k W31 IYI-STORYWAL� S 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. TRUSS BOTTOM CHORD PER MANUF. 0 24' O.C. EDGE NAIL SHEATHING TO TOP t I NNE AND TOP AND BOTTOM 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 it II II II II II II II NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING TYPE A 8" UNTEL W TYPE B 8" TYPE C 12" TYPE B 12" TYPE C 14" TYPE B**;16" 14" TYPE C** TYPE B 16" TYPE C 20" TYPE B 20" TYPE C 24" TYPE B 24" TYPE C 28" TYPE B 28" TYPE C 32" TYPE B 32" TYPE C 2'10" 1.6, 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 3-6-1 2'2" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 4'0" 2'8" 1783 2561 2751 3280 3820 4890 5961 7034 8107 2561 4605 5206 6113 7547 8974 10000 10000 4'6" 3- 2" 1343 1969 2110 2992 2931 3756 4576 5400 6224 1969 4375 5206 6113 7019 8672 10000 10000 4'8" 3'4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 5-4" 4'0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5'10" 4'6" 860 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 6'6" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 7'6" 6'2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 8'4" 7'p" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9'4" 8. a, 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 11'4" 1010" 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 40M 12'0" 10,8" 292 525 873 N/A 1 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 12'6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2883 13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1 1075 1428 1838 2316 2883 14'0" 1218" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14'8" 13'4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 15'4" 14'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 17'4" 16'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1 1997* 19'4" 18'0„ N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 420* N/A 750* 960* 1177* 1415* 1676* 20'0" 19 8" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 340* N/A 598* 845* 1114* 1345* 1468* * PRESTRESSED i f ** 8" W/2" RECESS U-UNTELS Type A = Unfilled no Rebar;Type B = Continuous Grout Steel perPlan in Bond BeamOnly;Type C = Continous Grout, Steel perplan in Bond Beam & Untel FOUNDATION PLAN DETAILS FOR FOOTING -ORCING. iv Lmr Aiirn.m/ W1 PICAL FILLED CELL DETAIL 9 TY G.O.A.# ARCHITECTURE: AA260NY M C.OA.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/12/21 DATE ���tiVllliit ! i E 1 �-` AI. 0 co 00 '*'4 O 0 U) 0000 A� 0 Q U 0 w 0 � � cd 4.0 N � *PulteGroup- 0 N •V v o (S Lo's N O 00 ri 0 ` � JE m cl "c w o Q N PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte m �S�P v �,`�° gam �,�G� 3 IL �" �^ I,qy` � �rn�gPP �a I