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HomeMy WebLinkAbout6482 Bradford Woods Dra � N � ��T'� � � 0� 7-S F� TM pu Ite umr IFU U PS1.2A APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: —FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL —2014 NATIONAL ELECTRIC CODE —BUILDING TYPE: VB 40'-0" 66'-0* LOT SPECIFIC AREA TABLE Sheet Number Sheet Title DescriptionG0.01 TOTAL Cover Sheet :CONDITIONED SPACE GO.02 General Notes CMU- BASE PLAN 1662 SF Al.11 A2.01 1st Floor Plan Front Elevation & Details 1662 SF :NON -CONDITIONED SPACE CMU—COVERED LANAI EXT. 199 SF CMU—FRONT PORCH FM1 OR C1 OR C01 OR FM2 OR C2 OR CO2 25 SF CMU—GARAGE EXT. 549 SF A2.02 Side & Rear Elevations & Roof Plan E1.11 1st Floor Electrical Plan E1.12 P1.11 SO.OA S1.OA 1st Floor Electrical Plan Options 1st Floor Plumbing Plan 773 SF 2435 SF Sl .1 A S2.OA S3.OA S3.06 CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 Elevation Choices Coastal (C0102) FirstFloor Mate Height» Chnicps 9 4 Plate Height Kitchen Layout Choices Layout 4 Laundry Layout Choices Layout 1 Additional Hose Bib Location Rear Exterior irs oor Wall CMU Exterior Wall Bath 2 Shower Choices Tub/Shower Combination Garage Extension Choices 4' Extension Garage Handing Garage Left Garage Water Heater Choices Electric Water Heater Garage to House Entry Stepped Entry Gathering oom Ceiling Chnicps Tray Ceiling Gathering Room Door Choices Window 1 Owner's Bath Layout Choices Owner's Bath Layout 1 Owner's Suite Ceiling Choices Flat Ceiling Hear Living Area Kitchen Outdoor Kitchen Covered Lanai Extended Covered Patio Wind Speed Choices Wind Speed 140 LOT SPECIFIED PLAN INFORMATION High e oci y Hurricane Zone Non High Velocity Hurricane Configuration Choices Configuration B CustomerName Market Home *, 6871-04801 Address 6482 BRADFORD WOODS DRIVE ZEPHRYHILLS FL 33542 Community 6871 JOAKS OF PASCO 6871-04801 ---- N O CV CD :i 0 co M .o Q� � a U� cis u� N � 111111[PulteGroup- 00 PRODUCT MANAGER RELEASE PROJECT TYPE A. 1 T Mte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 I EET GO,01 i 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 PulteGI Ja U TM — 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 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 7/8" LONG, 16 GAGE STAPLES, SPACE NOT MORE THAN 6' INTO FRAMING MEMBERS o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1h inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. — SIDING o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — MASONRY o BRICK IS TO BE INSTALLED PER R703.8 o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 ROOFING — UNDERLAYMENT R905.1.1 o Unless otherwise noted underlayment for asphalt shingles, metal roof shingles, mineral —surfaced roll roofing, slate and slate —type shingles, wood shingles, wood shakes and metal roof panels shall conform to the applicable standards listed in this chapter. Underlayment materials required to comply with ASTM D226, D1970, D4869 and D6757 shall bear a label indicating compliance to the standard designation and, if applicable, type classification indicated in Table R905.1.1. Underlayment shall be applied and attached in accordance with Table R905.1.1. ■ Exception: A reinforced synthetic underlayment that is approved as an alternate to underlayment complying with ASTM D226 Type II and having a minimum tear strength in accordance with ASTM D1970 or ASTM D4533 of 20 pounds shall be permitted. This underloyment shall be installed and attached in accordance with the underlayment attachment methods of Table R905.1.1 for the applicable roof covering and slope, except metal cap nails shall be required where the ultimate design wind speed, equals or exceeds 150 mph. — 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 R905.3.8 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 GENERAL NOTES 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 22'00" 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' 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 PERPENDICULAR TO 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 IAICIII ATI(MI — 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 — 1h" 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 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 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH —EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS Er M r� �.a M 0 UO) I'g ;4Fq A� V ed c� �Ab2 N � likhlteGroup- PRODUCT MANAGER RELEASE PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET GO.02 a E L FIRST FLOOR PLAN SCALE 1/4" = 1'—O" (NOTE: SCALE 1/8" = 1'—O" ON 11x17 PAPER) &_f" LEGEND MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN OILELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4T DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. 12'f CEILING TRAYS ARE TO BE RECESSED INTO THE TRAY UP TRUSSES 12" U.N.O. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -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 TRWI BOARD MDF. SHELVE ER INTO SIDE X' MDF. BOA MDF. BOARD E(S) �S TFRU Tom'" �'T'°'" SECTION TH3U SEAT Ss�-00 mm 5 (f aR u�mt -woo p�S BmH DES STANDARD = BENCH ONLY (A) ROL OP11: BENCH, WAINSCOT & ' F WALL WIDTH IS >3'-6' — ADD VERTICAL CUBBIES• (A,B&C) CUBBIES, MAINTAIN MIN. 2'-6' SEAT DROP ZONE DETAIL • WALL IS 6-0 OR„� _ADD CUBBIES BOTH SIDES SCALE : 3/4' = V — 0' co J 45 00 O 0 VJ � O 00 A� M V pool Cn r-1 N � lItPutteIr PRODUCT MANAGER RELEASE PROJECT TYPE Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A1,11 ,J4 8'-0' T.O. WDW FR NT ELEVATION SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 110 PAPER) I%LIVI\ll UNtUI1IIV IV UVVI\ is F 10" a� I I a 2. BRACKET DETAIL SCALE: 1' = V-0' P Ji7 r<Y a1.vJTH TRIM MATERIAL GABLE DETAIL SCALE 1/2" =1'-0' FRONT/GARAGE DOOR DETAIL SCALE: 1/2" = 1'-0' ul Is c +1 2• N 4• TRIM DETAIL SCALE: 1/2' = 1'-0' 4" N CMU SILL DETAIL SCALE: 1/2" = f-0' FRIEZE BANDING DTL SCALE: 1/2' = 1'-0' SMOOTH PANEL SIDING 11-4" 2' B&B 016' O.C. GABLE DETAIL SCALE: 1/2' = 1'4 5/4"x4' SMOOTH IRIM MATERIAL N H Z U d O U ! M t'J vV O VJ O A Q\ U� �bb 4 N as ll&PulteGroup- RODUCT MANAGER """""] RELEASE DATE: XX /xx /xxxx PROJECT TYPE Single Fani l SPECIFICATION LEVEL Nte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2.01 J I —g T 8 -0 T.O. WDW f o ao CD N in E L i! iloll�p:j SCALE 1 /8" = 1'—O" (NOTE: SCALE 1 /16' = 1'—O" ON 11 x17 PAPER) SIDE ELEVATION SCALE 1/8" = 1'-0' (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) —ATTIC VENTILATION — ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 2435 350640 8.117 1168.800 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SO. IN. LIN. FT. 3.247 467.520 4 4.870 701.280 114 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 I o f co —4 Fa LEI N '"I. 1 1. ON ME 0 L _­ � .—i Lm_ N REAR ELEVATION SCALE 1 /8" = 1'—O" (NOTE: SCALE 1 /16" = 1'—O' ON 11 x17 PAPER) -------------- S-O D 00 OPT. GRIDS PER OPT. 4" BANDING COMMUNITY SPEC SIDE ELEVATION SCALE 1/8' = 1'—O' (NOTE: SCALE 1/16" = 1'—O" ON 11x17 PAPER) co co W 00 0 VJ .o O A� U co 0 1•"i m cz 0 N *PulteGroup- PRODUCT MANAGER RELEASE PROJECT TYPE SPECIFICATION LEVEL I PWte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2,02 FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4' = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 1107 PAPER) I ELECTRICAL SYMBOLS 11 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) f—1 STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oa STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER #NP/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET *DW DISHWASHER OUTLET (GFCI PROTECTED) s ff SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD F@ LIGHT FIXTURE - COACH LIGHT - LIGHT FIXTURE - EXTERIOR WALL MOUNT R- LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE �x LIGHT FIXTURE - 48" FLUORESCENT ,> OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO DETECTOR CEP ELECTRIC PANEL �MOKE AFU PROTECTED) ® SMOKE/CARBON F=ELJ ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFG PROTECTED) EMERGENCY LIGHT ® THERMOSTAT -SPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET XY GARBAGE DISPOSAL (GFCI PROTECTED) CHIDES DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT G?O OPENER DATA/TV MEDIA /SWP BOX DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44' AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78' AFF BUILT-IN MICROWAVE 66' AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L 2' PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 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 uro 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS -�- L III i l I III _ I III III IIII; 11114 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED SM ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE c� a 0 CV CV S C—D a 0 U O 0 ct) M�� W cn 0 VJ a O A� aN U N � Noma *PulteGroup- RODUCT MANAGER P IRELEASE I DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1,11 3 0 C) v a v U U LAJ `o 0 H W d GV N N E cu OPT. COACH LIGHT IN SOFFIT � I / I d'OVERED LANAI Eg. OPT , OPT. OPT. FLOOD LIGHT � I � WP/GFCI FIRST FLOOR ELECTRICAL OPTIONS SCALE 1 /4' = 1'-0" (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) OPT FLOOD LIGHT _ IN SOFFIT WP/GFCI 11 ELECTRICAL SYMBOLS N 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) f—I STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oc, STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER /GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET f220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) s ff SWITCH, 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 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 roc LIGHT FIXTURE - 48' FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE y r�S DETECTOR � EP ELECTRIC PANEL �MOKE AFO PROTECTED) l ® SMOKE/CARBON l l ELECTRIC METER MONOXIDE COMBO c:S DISCONNECT DETECTOR (AFCl PROTECTED) EMERGENCY LIGHT ® THERMOSTAT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET ?gBPAOiDED)SAL7RET �T DOOR BELL CHIMES GARAGE DOOR 0 Win HOTSPOT OPENER DATA/TVDATA L MEDIA /SWP BOX TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32' AFF MICROWAVE / RANGE HOOD 78' AFF BUILT-IN MICROWAVE 66' AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM Tb "'L[77 Vii F-1 1 1-1 1 1-11 1 1 ELECTRICAL RISER DIAGRAM NOT TO SCALE 43TTi :Al 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND I 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL 2,H uro 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS AIL III III II III _ I III III III; 1J4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE *PulteGroup- 00 00 0 C) cn U 03 o ' o C) w � a w �, cV ul) PRODUCT MANAGER RELEASE XX/XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1,12 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY ------------- COVERED LANAI EXT. 1 HB L7 OWNER'S SUITE CAE r--------- 1 1 O 1 C 1 1 1 1 1 1 1 1 1 � m a IL--------- 1 o GATHERING ROOM 10'-3' i I I 1 I I cV 00 ' ° CV i ❑ e N :010 1I 0. BATH KITCHEN' I L------------- J WIC P 1s'-8'40 o. C= CC I BEDROOM 2 II 1 11 1 I 11 1 11 1 11 1 " UN �sasasas� 11 1 r NOTE: ALWAYS LOCATE 11 WHO DRYER TO RIGHT 11 1 11 1 Ik:as eaed u.________J OF WASHER F---1 1 1 L--J FOYER a L31-1 co N N l 3'- V2 BATH 2 0 N I 2 CAR GE 3 PORCH BEDROOM 3 0 VJ d d 0 N N N FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-O' (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) a 0 co cu 45 00 � O O A� 01 U o a� cn 411 11 N m0 *PultoGroup- RODUCT MANAGER RELEASE TYPE Fa TION LEVEL P Nte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 Is SHEET pill 3 d 0 N 0 .o 0 U U 0 CV O N N N N W A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 6th EDITION (2017). WHERE MORE STRINGENT CODES ARE ADOPTED, THEY SHALL GOVERN THE WORK. 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. 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-POSITIVENLO& 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 ILL PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 1&0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-10 140 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 BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8'. CONFORM TO ASTM D 1557. 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY PITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. 4. FOOTING BACKALL AND UTILITY TRENCHI 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 IITH 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 Ya OF SLAB AT 34T SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS 7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL. SECURED IN POSITION PRIOR TO PLACING CONCRETE & PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT OUT 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 UNREINFOROED PLAIN C(>HCRETE 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 WI.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWI). 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 E. MASONRY WALL CONSTRUCTION: 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. 2. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE I 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. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR V. 4. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. 6. VERTICAL RENFORC90T 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. 7. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 8. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 9. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. 10. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) 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. WUN ACI HOOK 14 20' 3' 10' i5 25' 3-3/4' 10, 16 9 4-1/2' 11' 17 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. R ON LAP SPLICES ARE TO BE: CLASS V. NOW 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, WHI IM 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 NLI BER AS THE VERTICAL REINFORCING. 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COO N FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPEC3F7 CONCRETE COVER d<=8 in +/- 3/8' -3/8' 6=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 MDIM SHALL BE IN ACCORDANCE WITH THE 2015 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 2A SPF ff 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 N 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 PROMS (1) 2A 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 2A TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. 10. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12' O.C. UNLESS NOTED OTHERWISED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. 13. ALL FASTENING SHALL FOLLOW TABLE 11602.3(1) U.N.O. 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 BSI-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. I. ANCHORAGE: 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2' DIA, EMBEDDED 7". USE 10' LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3'x3'xO.229' PLATE WASHERS ARE ASTM/ASME BI&22.1. 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE SIMPSON STRONG -BOLT 2-PER FL PRODUCT APPROVAL #15731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE SIMPSON 'RTEN HO'PER FL PRODUCT APPROVAL F5730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC3O& PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET-XP'PER FL PRODUCT APPROVAL #15730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL F6230.1. SIMPSON AT-XP' MAY BE SUBSTITUTED FOR SIMPSON SET-XP'. 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE: SIMPSON POWDER -ACTUATED FASTENERS'PER FL PRODUCT APPROVAL #15730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON 'BTEN SCREWS'PER AL PRODUCT APPOVAL #2355-R4. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC5& PRE -APPROVED ADHESIVE ANCHORS SHALL BE SIMPSON SET'PER FL PRODUCT APPROVAL #15730.5. 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL 8. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND LEDGE DISTANCE. b) 1/2' DIA. SIMPSON TEEN 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 SUBTITUEONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON 'BTEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2' DIA. F1554 GR. 36 AIR 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-N-PLACE ANCHORS. 10. PLACE ANCHOR BOLTS AT 4' MN AND 127 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. 911 PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRAIE (DON) (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 15 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A Y 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. 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLIING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS. 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-Y FROM ANY EDGE FOR )r BOLTS AND 3-)f FOR V AND Y 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 ITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM )r x 6', OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE 'SET- EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6' MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL N THESE DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3' NAILS). WHEN GAP IS GREATER THAN 1 1/2', INSTALL NEW ANCHORS. 4. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY 5f OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN V AND I X, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1)f, 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 HOLD: IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS (1-3/8-FOR A 2X4 STUD OR 2-3/16-FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS (2-1/8-FOR A 2X4 STUD OR 3-5/166FOR 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-'#'-SDS3 WITH (12)-1/4N3'SDS SCREWS, WHERE -1-CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, %' MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE THE SOFFIT BOARD PRODUCT WOULD NEED TO BE ATTACHED PER MANUFACTURER SPECIFICATIONS. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2 THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS THE KAYCAN VINYL SOFFIT IS INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY NTH R703.1 Roof Pressures Wall Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 14.7 -23.4 14.7 -40.8 14.7 -60.3 25.6 -27.7 25.6 -34.3 DESIGN PRESSURE CALCS DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS Description Zone Width (ft) Height (ft) Effective Positive Negative Pressure Pressure Area (ft2) (psf) (psf) 16070 OHGD --- 16 7 112 22.5 -25.4 3080 DOOR 4 3 8 24.0 24.3 -26.4 6080 SGD 5 6 8 48.0 23.0 -29.1 25SH 4 3 5.25 15.8 25.0 -27.1 25SH (2) 4 6 5.25 31.5 23.9 -26.1 25SH (2) END 5 6 5.25 31.5 23.9 -30.8 4010 FIXED 4 4 1 4.0 25.6 -27.7 26SH (2) 5 6 6 36.0 23.7 -30.3 25SH (3) END 5 9 5.25 47.3 23.1 1 -29.2 ABBREVIATIONS: A. PLYWD = PLYWOOD B. OSB = ORIENTED STRAND BOARD C. NAILING: C.A. 8d = COMMON NAIL C.B. 10d = COMMON NAIL C.C. 12d = COMMON NAIL C.D. 16d = 0.135" x 31/2' GUN NAIL C.E. EN = EDGE NAILING C.F. FN = FIELD NAILING C.G. SN = SIDE NAILING C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION I 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 LIEU OF R. w/ = WITH S. WD = WOOD T. EE = EACH END U. HDR = HEADER V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. AIR = 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: AA26002802 C.OA.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 9/3/20 DATE 111111i/ 5 a. 0 N N F= 2 c� 0 U co o � 0 Ul) � O A� U (U N � *PulteGroup- RODUCT MANAGER RELEASE DATE: xx /xx /xxxx P PROJECT TYPE Single Family SPECIFICATION LEVEL I Mte p�M1 �� �i PLAN NAME ' Cedar NPC CHILD NUMBER "°• 12810.500 STATE ��� SHEET Sol IIIIII111 (1) #5 REBAR w/ 25" LAP U.N.O. 8" C.M.U. FINISH PER ELEV. OIL -0'-0" 1 FINISH GRADE MONOLJTHIC FOUND. — W/ (2) #4 DIA. RODS CONT. ON CHAIRS 9* STARTER j• -0. COURSE t� : a ALT. CMU SEAT 0 -V� 1-4- "02 ST Y 01 EXTERIOR MASONRY WALL FTG FROM TOP Of SLAB - SCALE- 1/2*4-0 3/4- RECESS IN SLAB 10 1/2' C.M.U. WALL FINISH PER ELEVATION FINISH FLOOR — SLOPE ............. :... MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE 1/2*4-0 RECESS WITH PAVERS 2x AT M.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ ,r POWER ACTUATED FASTDIERS OR TAPMNS 0 16- O.C. OR (2) ROWS 12d 112' G.W.B. EA. SIDE GUN NAILS 0 12' O.C. STEP PER PLAN I lb, CIO (1) #4 ROD CONT. ON 6 �1/2- CHAIRS LINO SCALE: 1/2'4-0 8' C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS PVC SLEEVE 1'-47 0 2 STORY 6-3BEARING PENETRATION DETAIL SCALE 11f=1'-0 CMU COL PER PLAN PAVERS OR SLAB PER SLOPE SPEC. CONCRETE FOOTING PER PLAN L PER PLAN L MASONRY WALL CORNER ON SPREAD FTG. SCALE:- 1/2*=I'-O 31e RECESS IN SLAB — FINISH FLOOR 2x P.T. PLATE SECURED TO IN w/ r POW ACTUATED FASTENERS OR TAPM 016. Ot OR (2) ROVIS 12d GUN NAILS 0 lf QC. START SLOPE HERE 2 SLOPE PENETRATING CMU COL PER PLAN —#5 REBAR #5 REBAR GO w/25' MIN LAP w/25' MIN LAP dk-0,-0III SLOPE LU M LLj fk:: CD CONCRETE FOOTING PER PLAN :2E PER PLAN ieN MASONRY WALL CORNER ON SPREAD FTG. (Concrete) SCALE: llf=l'-O 8* C.M.U. WALL FINISH PER ELEVATION MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS 7 11 0. EXT. MASONRY WALL @ GAR SCALE: 1/2*=1'-O POURED CURB —FINISH GRADE 6j w— o m —MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS 26gl2* 0 IMPACT GROUT BED D PAVERS PER SPEC DOOR PER SPEC PAVERS PER = (THICKNESS VARIES) DOOR THRESHOLD --,,< Cl- SPEC (THICKNESS I VARIES) SLOPE -0' F.F. 7/ ObO' I-F SLOPE PER PLAN J% 00 >< =E 00 . .-. 1-0 MONOLITHIC FOUND. MONOLITHIC FOUND.— q q l'-4" 0 2-STORY q w/(2)#4 DIA. RODS w/(2) #4 DIA. RODS * CONT. ON CHAIRS 1-4 0 2-STORY CONT ON CHAIRS EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers► SCALE 1/2'=I'-O SCAM llf=l'-O (1) #4 ROD CONT. ON 2x AT 24"O.C. MAX. CHAIRS TYPICAL 3 1/2- CONIC. FINISH GRADE SLOPE SLAB 1/2- G.W.B. EA. SIDE t 8* C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W1 (2) #4 DIA. RODS CONT. ON CHAIRS THICKENED SLAB EDGE SCALE: 1/2*=1'-0 (1) #4 REINFORCMENT 4* SEE FOUNDATION PLAN BAR CONT. CONIC. PER SCHEDULE L.j SLOPE TO DRAIN SHOWER RECESS SCALE 1/2'=I'-O .4" EWA W%# i wZ0 r1A ing DOOR PER SPEC DOOR THRESHOLD PLAN �. ALT. BRICK oPER PLAN b THRESHOLD 00 3# MONOLITHIC FOUND. W/ (2) #4 DIA. RODS ."N L 1-00 L CONT. ON CHAIRS ALT. FLUSH BRICK 71--4--0 2 �ST Y THRESHOLD EXTERIOR DOOR SILL (5) ENTRY (Concrete) PAVERS TYP. (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE: llr=l'-O VERTICAL DON! - AS REQ'D IN PLAN LAP SPLICE filREINF. PLACEMENT AT FTG. CORNERS SCALE 1/2*4-0 BOND BEAM PER PLAN (1) #5 REBAR w/30' LAP MIN. 30"x30*xl 2' CONC. FTG. W/ (3) #4 REBAR EA. WAY FINISH GRADE PER PLAN L fj VEHICLE SIDE OF PEDESTAL #4 REBAR 3' FROM TOP & 10" BEND 0 BOTTOM m A 11 ICN GAS WATER HEATER PEDESTAL SCALE 1/2*=I'-O LOCATE PER ARCHITECTURAL DRAWINGS MASONRY WALL SCALE 1/2'=1'-O CORNER BAR WITH 25" MIN. LAP SPLICE EACH SIDE. SAME SZE AS CONT. FOOTING STEEL NUMBER OF CORNER BARS EQUALS NUMBER OF CONT. BARS NUMBER OF REBAR PER PLAN WALL HEIGHT PER PLAN FINISH GRADE =PAVERS PER PLAN 9' ,,-(2) #4 REBAR XTINUOUS FTG. co 000 45 01.4 o�VJ CrN U cis r CO N � *Pult8 r PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx C.OA.# ARCHITECTURE: AA26002802 C.OJL# ENGINEERING: PROJECT TYPE 29349 Single Fan-dly 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA Ill BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E.#86025 FLORIDA PWte 9/3/20 DATE ox PLAN NAME Cedar C:4ecic NPC CHILD NUMBER No. "0 12810.500 Z SHEET E SLO OVA O I Co to 3 v i U U O CV O CV CI E o_ I L1 00 I I Cm 0 I 0 GV CI o 0 I 1'-81 /2' 4n'-0" 26'-4" 13'-8" '411'-8" 24"x24"x12" CONC FTG w/ #4 S1.0 REBAR @ 6" O.C. EA WAY k AnL.. 27'-0" _ S1.0 13'-0" f 3'-5 1/2" g" 7'-0" 8" 4'-7" 8" 7'-0" 8" 2'-3 1 2" w/OPT. SCREEN w/OPT. SCREEN ENCLOSURE ENCLOSURE VERIFY M.O. VERIFY M.O. F01 F07 0'-0" VARIES o S1.0 S1.0 S1.0 OUTDOOR 0 " =E O KITCHEN oo a, 8 1/2" 1'-� 1/2" 8 10 -2" SOLID POUR I SOLID NUR L VERIFY — S.C. M.O. ",' UNIE F01 S1.0 g" 3'-0 1 /2" ' S 1 2' Tmi OL 0'-0" S.C. — F26 S1.0 S.C. • REFER TO ARCHITECTURE FOR F08 ACTUAL WALL LOW ON S1.0 — — — — — REFER TO ARCHITECTURE FOR F08 ACTUAL WALL LOCATION — .• I � � •� � I VARIES cV •• F32 —S1.0 --- S.C. —M START SLOPE S1.0 HERE LOCATION PER REFER TO DETAIL FOR ARCHITECTURE FLUSH ENTRY CONDITION 20'-9" S1.0 VARIES S.C. S.C. N OF I• o • F04 S1.0 N I F07 N SOLID POUR SOLID POUR vo S.C. S.C. 7 1/2" -- 7 1/2" M . I 3'-4" " I VERIFY i F04 M.O. • F01 FBI 0 S1.0 $1.00 . c I S1.0 °o `V • • • • — — — VERIFY M.O. — loin! 4 � � 2'-10" 8" 7'-0" n VERIFY M.O. 1'-8 1/2" 8" 16'-8" 8" 4'-7" 14'-0" 21'-5" 40'-D" YI I- V V I \ V A I I U I \ IJLAIN SCALE: 1/4"=1'-O" n. w Ea - L C') I I O _I CD I Ln I :d- LEGEND SYMBOLS Q 8x8 FILED CELL W/ 15 REBAR FMT21 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE QO 8x8 FILED CELL W/ NO REBAR REQUIRED 45' CMU - AL CELLS W/ j5 REBAR 1202 FILLED CELL W/ (4)-#5 REBAR oL ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" UAL WwTw 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 REINFORONG BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN 'L' SHAPED SUB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36' (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12' (305mm) APART, WITH THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PUCE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR AL FIXTURE LOCATIONS C.O.A.# ARCHITECTURE: AA26002802 M � 00 O 0 � O 00 A� iH 4� a� U V-' ecS T"1 c�S N � tPulteGroup- RODUCT MANAGER RELEASE DATE: Xx AX XXXx G.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Famfl 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 9/3/20 DATE`��tiTiii:I t! PLAN NAME Cedar NPC CHILD NUMBER .: °• $°° 2810.500 STA F wV: SHEET .. ` SIM i. 1}RIIII 7111A1111MIFRAI4A{Ng7�'t� ��.r��w +��I I I r�rn� �e �� +� zre �r.,�rn ,r 4-41u , r- rl _ �� i�IP� R 7AlII fir. �j , q r u WALL BASE PLAN. p V) Z Z O J m � � z p ;o� J Q w Sow } Z J > zo z � Q J z W W�z =QQ Lf m m LINTEL AND BOND BEAM LEGEND 1. BOND BEAU IS TO BE 8' KNOCK OUT BLOCK WITH i5 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4' NOMINAL BEARING PER END 0 LINTELS OR AS REQUIRED BY MANUF. 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12'-4' SHALL IE PRESTRESSED. 4. BOND BEAM ELEV = 9'-4' U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4' FOR ALL LINTELS 28' OR GREATER. TYPE DESIGNATION F = ALLED WITH GROUT U = UNQLLED QUANTITY OF REBAR AT r I BOTTOM OF LINTEL CAVITY 1B/1T L-QUMTITY OF #5 MBAR AT TOP 7NOM16— OMINAL HEIGHT INAL WIDTH /5 REBAR AT TOP MIN. (1) REQ'D :;o o 1-1/2' CLEAR CMU 00 = a., ROUT 5 REBAR AT BOTTOM OF LINTEL CAVITY ke 1 7-5/8.1 BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8' NOMINAL WIDTH LEGEND DETAIL INDICATOR �c ® LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENWG SIZE HEADER REMARKS IP TO 3'-4 DOLE 2x6 ------- S-5' - 6'-0' DOME 2x8 ------- 6'-1' - 9-6' DOUBLE WO 2 JACK STUDS, EACH END. 6-r - 17-6' DOUBLE 2x12 2 JACK STUDS, EACH ENO. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 E7 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E. # 88025 FLORIDA 9/3/20 a N O N ca a 0 U co o t-i OQ M 0 V) O � O A� Q% U 6 pal •O ;mq0 r t--1 r 0 C1� N o a� llkPulteGroup- RODUCT MANAGER RELEASE P XX PROJECT TYPE .. TION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET S21 e 01 v d 0 CV V) v a� Q U U C14 0 CV CV L C r7 ROOF FRAMING PLAN SCALE: 1 /4"=1'-O" GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 ' APA RATED SHEATHING. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2)V MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. B. PROVIDE SOLID BLOCKING FROM ALL BEAMS do 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) MUM -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SOWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENG]IEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODiRCATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND LTA DETAIL INDICATOR CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET 1S FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY, THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 9/3/20 DATE ``,,�tlllillll 1 � OQA9 u a CD CV O N 55, 0 U dTAT E OF ` A �,`` i110NAL,�0�� i1111 r4 � O 0 VJ � O O 00 ALf') U co cn N � *PulteGroup- PRODUCT MANAGER I RELEASE I DATE: xx /Xx /xxxx PROJECT TYPE Sinkle Family SPECIFICATION LEVEL I Nte � I � L.II"' � � � 9uT w 7}T �• qi � �. .., ,... __ - _ ,o i _ --��. re _IFl n !. _ __� 1.. ___ _ _ _ _ —_ � _ e V) 0 U 0 N O N N N C a CONTINUOUS STRUCTURAL SHEATHING TRUSS ANCHOR PER PLAN - STRUCTURAL SHEATHING SEE PLAN AND DETAILS FOR ATTACHMENT DETAIL AT RAISED HEEL PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA SEE ARCH. DRAWINGS 2x BLOCKING AT SHEATHING EDGES NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). BOND BEAM PER PLAN SHEATHING PER PLAN R01 ROOF TRUSS ON MASONRY STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24' O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN SHEATHING AND SCHEDULE PER PLAN R08B WALL BRACING AT BEARING WALL "X" = 10% 'X' = LOX HOUSE WIDTH � O HOUSE WIDTH c x — 01 0 3 2 x RIDGE X RIDGE OO GABLE END Qt GABLE END-,--, BOSTON HIP X n GABLEJ� X 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d 0 EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR - PER PLAN 2x4 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS SHEATHING PER PLAN. GABLE TRUSS PER PLAN EDIMENT BLOCKING @ GABLE -VALLEY SET TRUSSES AT 24' O.C. -ROOF SHEATHING VALLEY SET TRUSSES PER PLAN AT 24' O.C. -MIN. 9" LONG 20 GA. ROOF SHEATHING PER PLAN FLAT STRAP w/ (8) 10d -SHEATHING PER _ O R — SHEATHING PER _ O D _ PLAN. PLAN. I 2x4 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW w/ (3) 10d EACH END. Dna VALLEY SET OVER FRAME IIvv I= PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24' 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 1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 2x4 'L" BACK. SHEATHING PER ARCH -, 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). sot 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. 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. 0 APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH Or 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 "X" = 10% OF AT 6' O.C. NOTCH "L' BACKS AT TOP AND BOTTOM. HOUSE WIDTH PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10' 3 STRUCTURAL SHEATHING CMU ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL SEE PLAN FOR ATTACHMENT �+ WASHERS AND 7' EMBEDMENT. MASONRY WALL w/ HORIZ JOINT REINF 0 16' O.C. 7 NAIL BOTTOM CHORD OF GABLE x MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER TRUSS w/ 12d's AT 4' O.C. 2 CONT. 2x4 PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE 7 PLAN AND DETAIL. C 0 \ CONTINUOUS 2x4 NAILED FLAT TO TOP OF BRACE ("T' 2x6 NAILED / BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP STRUCTURAL NAILS ®8' O.C. BUTT JOINT ALLOWED RIO SHEATHING SEE PLAN (48' MIN MEMBER LENGTH), BRACED ,< FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING / BRACE SPLICE SHOWN I I PER PLAN 2z4 BLOCKING AT 48 0 C - HP ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE 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. 19/32' SPAN RATED PLYWOOD w/26 GA. NOILS: 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 = S ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE R11 ROOF SHEATHING ATTACHMENT DIAGRAM RU \ 3 TRUSS BAYS 2x6 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. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 2x6 w/ (2) 12d NAILS —� 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 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 8'-O' BACK FROM GABLE TRUSS. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32' MAX SPACING -'--IF LENGTH IS LESS THAN 4'-0' USE 20 'L' BACK, IF LENGTH IS GREATER THEN 4'-0' USE (2) 20 'L' BACKS. NAIL 'L" BACKS w/12d 012'0.C.(NOTCHED qw 0 TOP w/2-12d TOENAILS 'L' BACK -EXTEND 6' PAST LOWER ROOF SHEATHING SHEATHING PER R09r PARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE (8) 10d NAILS EACH VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24' O.C. 20 BLOCKING AT 2'-0" - D.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS ` SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE METAt6 AT BLOCKING w/1/4" MAX. GAP FROM TOP OF 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING FOR VERT. REINF. R07�AL�LB�RAC�ING�AT�NON-BEARIWEXTERIO�RW ALL 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. 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING STRUCTURAL SHEATHING PER PLAN AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. 20 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE TOP CHORD w/ (2)-16d NAILS AT 24' O.C. SIDE OF BLOCKING. CONT. 2x4 w/ (2) 12d NAILS STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. TRUSS ANCHOR 3 1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 2x4 "L" BACK. SEE CONN. CHART BOND BEAM PER PLA 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 'L' BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). FASCIA x SHTG. 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 20 SEE ARCH. BLOCKING "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS DRAWINGS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 8' CMU WALL OR 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 CMU 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'-0' 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 UTCH 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 COND110NS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (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. nRlMISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) C.O.A.# ARCHITECTURE: AA260028M O ! co 00 0 VJ O U 't0 0 bb '2 cn r"q co N � *PulteGroup- inQ_ N *2 o 0 0 y� -lc�, �- 0 9 � H O .1c Q 0 O � O O o0 PRODUCT MANAGER 'RELEASE nATC. vv /vv /Vvvv C.O.A.# ENGINEERING: PROJECT TYPE 29U9 Single Famfl 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 9/3/20 DATE \�3pMiN i� PLAN NAME ;, ��. ��- Ce d ar soonNPC CHILD NUMBER 2810.500 �� ! TE SHEET ,�., S4.1 e i i ° ° ° ° ° ° i ° i ° i ° °NOTE: PROVIDE BLOCKING AT ALL ° ° ° ° ° SHEATHING EDGES. ° ° ° ° ° i i ° i ° ° ° ° ° ° ° ° ° o i ° i ° ° i ° ° ° ° i i ° i ° ° ° AIL ° SPACING AT ° ° ° ° ° i ° ° i i ° 12° IN o FIELD ° ° ° ° i ° ° ° ° ° ° ° ° EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (FAIN) SIZE SPACING SPACING SPACING REQUIRED 7/16' SHEATHING 8d 3' O.C. 3' O.C. 12" O.C. ALL EDGES SINGLE NAIL EDGE SPACING 1/2 S c.L 1/2' DOUBLE NAIL EDGE SPACIN( BLOCKING NAILING-V SHEATHING SPLICE -SAME THICKNESS AND STUD SPACING PER P STRUCTURAL SHEATHING PER PLAN STRENGTH Alas ORIENTATION As WALL SHEATHING W01 TYPICAL SHEATHING DETAIL INT FINISH WOOD BUCK ATTACHMENT- 1 x WOOD 1x CUSTOM PT BUCK TO MASONRY. MATCH FRAME WIDTH, ATTACH w/"T" 1X PT BUCK NAILS 9 FROM ENDS AND 12" O.C. REMAINDER. ATTACH WINDO THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL SILICONE SEALANT FINISH PER ELEAVA110N ALILKNAIL: 2x OR GREATER BUCK TO MASONRY BUILT—UP THICKNESS <2 1/4' = 1/4"00" TAPCONS 04" FROM ENDS AND 12" O.C. REMAINDER. w/1 1/4' EMBEDMENT W14),TYPICAL WINDOW ATTACHMENT DETAIL INT FINISH WOOD BUCK ATTACHMENT: 1z WOOD 2z OR GREATER BUCK TO MASONRY BUILT—UP THICKNESS <2 1/4' 2x PT BUCK = 1/4"0x4" TAPCONS 04' FROM ENDS AND 12" O.C. REMAINDER. w/1 1/4' EMBEDMENT ALTERNATE: ACH DOOR PER RIDA PRODUCT 'ROVAL 'K MOULD SH PER ELEAVA110N WTYPICAL DOOR ATTACHMENT DETAIL ExtTW CONCAALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPEWCATKINS. EXTM CONCAALL ''1 � «'• IIIII, •'•4 ' •�•• . .. L26 WOOD BUCK ANCHORED TO CMU w/ 1/2'x6''L' BOLTS OR 5/8'x6' SAIPSON TITEN HOBS w/ 2' WASHERS AT 24' O.C. & WITHIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF 1/43' MASONRY SCREWS 012' O.C. STAGGER ROWS 6' FRAME M BUCK M MASONRY a :.'.. ; . II '.IY `1/2" x 2 1/4' HILTI SLEEVE ANCHOR OR EQUAL III. 1 1/2' EMBED INTO MASONRY. (1) PER BRACKET FRAME M MASONRY W16 Y�PICA�LG�ARA_GE DOOR ATTACHMENT DETAIL 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 W021GABLE END SHEATHING DETAIL IBM 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 OILREFER TO PLAN u _ J FASCIA PER COMMUNITY SPEC SOFFIT & OVERHANG PER SPECIFICATIONS BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS 0'—O" —,—FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W30 TYP. 1-STORY MAL��TION STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. 12 PER ELEV. INTERIOR STRAP INSIDE FACE OF WALL PER — WIO WHEN TRUSS STRAPS INSTALLED ON INSIDE (NON -SHEATHED) FACE OF WALL — EDGE NAIL SHEATHING MTS16 FROM EA. TRUSS TO HDR. SIMPSON H25A 0 TOP & BOTTOM OF PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'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 A 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 HEADER PER PLAN, (2) PLY 6 () 10d NAILS KING STUD TO CONT. w/ tOd COMMONS AT 16' D.C.MIN. MOTIONAL JACK STUD HEADER (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) SIMPSON LSTA18 AT 3' O.C. ALL AROUND HEADER CENTER ON HEADER. OPENING CONNECT WAILS PER WIO DETAIL @— STRUCTURAL SHEATHING PER PLAN INTERIOR NON -SHEATHED WALLS (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 ®EXTERJOR— WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) EDGE NAIL SHEATHING I I I I (1) SP4 TO KING & JACK STUD U.N.O.- PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN — II II NOTE FOR EXTERIOR BEARING WALLS ONLY ,�,r'YPICAL FRAMED BEARING WALL INSULATION AS PER SPECS. PRE—ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. ROOF SHINGLE (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS OIL REFER TO PLAN 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 OIL 0'-0" FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W31 TYP. 1-STORY WALL SECTION 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. TRUSS BOTTOM CHORD PER MANUF. 0 24" O.C. EDGE NAIL SHEATHING TO TOP I`►� PLATE AND TOP AND BOTTOM I 1 I OF HEADER PER PLAN — —_ — — HEADER PER PLAN, (2) PLY MN, 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 — II II II II SHUTTER ATTACHMENT II II II II II II _11_1L_ NOTE TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIM SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING a 0 0 N S sp a 0 U 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 8" TYPE B 8" TYPE C 12" TYPE B 12" TYPE C 14" TYPE B** 14" TYPE C** 16" TYPE B 16" TYPE C 20" TYPE B 20" TYPE C 24" TYPE B 24" TYPE C 28" TYPE B 28" TYPE C 32" TYPE B 32" TYPE C 2'10" 11V1 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 3' 6" 2' 2" 2231 3069 3719 3280 5163 %07 8054 9502 10" 3069 4605 5206 6113 7547 8974 10000 10000 4'0" 2- 8" 1783 2561 2751 32W 3820 4890 5961 7034 8107 2561 4605 5206 6113 7547 8974 10000 10000 4'6" 3'2" 1343 1969 2110 2992 2931 3756 4576 5" 6224 1969 4375 5206 6113 7019 8672 10000 10000 4! 8" 3-4" 1217 1349 1438 1716 1999 2560 3132 36% 4249 1349 3090 4567 5365 4766 5817 7074 8203 5'411 4'0" 1006 1349 14M 1716 19% 2560 3132 36M 4649 1349 3090 4567 5365 4766 5817 7074 8203 5'10" 416" 860 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 G 6" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 7'6" 62" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5%1 4742 5501 8! 4" 7'011 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9'4" 8'0" 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6° g'2'1 3y4 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 1V 4" 10101, 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12- 0" 10'8" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 16M 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 IN 4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14'0" 1218" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 1 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* 21.88* 2662* 1514" 141Y' 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" 160" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19'4" 18,01. 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" 18' 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 ** 8" W/2" RECESS U-LINTELS Type A = Unfilled no Rebar; Type B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Continous Grout, Steel per plan in Bond Beam & Lintel iv Lnr ki irIURL) W1 TYPICAL FILLED CELL DETAIL 9 C.O.A.# ARCHITECTURE: AA26002= 00 to *VO4 O V J: 00 4-4 can N U • •O r� c N o *PulteGroup- 0 0 +j N T v o 00 0. 0 r" cn cn 00 9 -1 as o� w iic 11011 C% PRODUCT MANAGER IRELEASE I nATC. vv /vv /vvvv C.O A.# ENGINEERING: PROJECT TYPE 29349 Single Famil o THOMAs A. WEBER, PE P.E. # 73242 FLORIDA (♦ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 9/3/20 DATE l``t41111ll/t J �� PLAN NAME ♦♦♦���I1AlN Ce dar 12810.500 f NPC CHILD NUM6ER a °• _ SHEET AW.. �'j�$taAtAl. �%x6 1lttlil , 0