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HomeMy WebLinkAbout6375 Bradford Woods DrALL "r� F P�'113�ge k t, a y ...., 'i ' :AA19mIN6� NATIO E' �� 0RP,IIgAN(P RE�IIF'1,�.' �"r ��' 1 ��` r '� �'�'�'°`'°*- .s- T [pu Ite �mulff_ ro u APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE 40,_0�, 58�_0» — THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: —FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL 2014 NATIONAL ELECTRIC CODE —BUILDING TYPE: VB ZnpLC LOT SPECIFIC AREA Sheet Number Sheet Title Description TOTAL G0.01 Cover Sheet ;CONDITIONED SPACE G0.02 General Notes CMU—BASE PLAN 1662 SF A1.11 1st Floor Plan 1662 SF A2.o1 Front Elevation &Details :NON -CONDITIONED SPACE CMU—COVERED LANAI 117 SF CMU—FRONT PORCH FM1 OR C1 OR C01 OR FM2 OR C2 OR CO2 25 SF A2.02 Side & Rear Elevations & Roof Plan E1.11 P1.11 1st Floor Electrical Plan 1st Floor Plumbing Plan CMU—GARAGE 463 SF 605 SF 2267 SF CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 LOT SPECIFIED PLAN INFORMATION CustomerName * Market Home, 6871-06401 Address 6375 BRADFORD WOODS DRIVE ZEPHRYHILLS JFL 133542 Community 6871 OAKS OF PASCO 6871-06401 ---- w` C) o trl/J O � M N o0 •� o . 00 v a U `Y' M cCS c� c� 4_4 N � *PulteGroq,,,_r PRODUCT MANAGER RELEASE DATE: XX XX XXXX REW oAh F PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET GO.01 r o 3 iv Z 0 CV O CD -a 0 cV O CV LU U 0 0 CL GENERAL NOTES GENERAL NOTES COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 DRYWALL — DO NOT SCALE DRAWINGS 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 — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING ACCESSIBILITY — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS —ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE —PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER WITH A TUB OR SHOWER TERMITE PROTECTION THAN 30 SF o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF REQUIREMENT. — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE TM t pu[Le SHALL BE ISSUED TO THE BUILDING DEPARTMENT — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF THE ROOF FRAMING MEMBERS o MIN. ATTIC ACCESS SIZE IS TO BE 22"x3O" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 POCKET DOOR .3rou P, TREATMENT SPACE SITE ADDRESS — INSPECTION FOR TERMITES FIRE—RESISTANT CONSTRUCTION — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS — 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 THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES A 20—MIN. FIRE —RATED DOOR GUARDS AND WINDOW FALL PROTECTION — 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 GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. EXTERIOR — %" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE — WATER RESISTANCE CEILING WITHOUT HABITABLE ROOMS ABOVE —GUARDS SHALL BE MIN. 36" o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT — 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 OF THE STAIRS 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 — %" 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 OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — 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 ■ THIS IS NOT REQUIRED OVER CMU — 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 — FLASHING SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS STAIRS o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER — MIN. CLEAR WIDTH 36" R703.4 WINDOWS/DOORS o HANDRAILS SHALL NOT PROJECT MORE THAN 4 1/" ON EITHER SIDE OF THE STAIRWAY — EXTERIOR PLASTER — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — MIN. HEADROOM 6'-8" o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND R703.7 — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 — MAX. RISE 7-3/4" — LATH o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS — MIN. TREAD DEPTH 10" o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1h" LONG, 11 GAGE NAILS HAVING MIN. 20" D —HANDRAILS A 7/16" HEAD, OR 7/8" LONG, 16 GAGE STAPLES, SPACE NOT MORE THAN 6" INTO FRAMING o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. o 34"-38" ABOVE SLOPE PLANE MEMBERS o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED THAN FOUR RISERS o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), PATH WITHOUT GOING THROUGH A GARAGE � corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 �Z 0 1 �/"-2" GRIP SIZE OR GRASPABLE FINGER RECESS inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 o MIN. HEIGHT 78" ELECTRICAL inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the o FINISHED FLOOR SHALL BE MAX. 1 1/2" BELOW TOP OF THRESHOLD — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: 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 PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS o IN EACH SLEEPING ROOM — SIDING — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 o OUTSIDE EACH SLEEPING ROOM o FIBER --CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o ON EACH ADDITIONAL STORY — MASONRY o FIXED AND OPERABLE PANELS IN DOORS o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR o BRICK IS TO BE INSTALLED PER R703.8 GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED SHOWER o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 POSITION — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER ■ GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS ROOFING 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 — UNDERLAYMENT R905.1.1 o WINDOWS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED o Unless otherwise noted underlayment for asphalt shingles, metal roof shingles, mineral —surfaced roll 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 roofing, slate and slate —type shingles, wood shingles, wood shakes and metal roof panels shall 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 conform to the applicable standards listed in this chapter. Underlayment materials required to • WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE 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 . BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED shall be applied and attached in accordance with Table R905.1.1. • 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 AND CIRCUIT BREAKERS OR RECEPTACLES ■ Exception: A reinforced synthetic underlayment that is approved as an alternate to ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED INKITCHENS, underlayment complying with ASTM D226 Type II and having a minimum tear strength in HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS accordance with ASTM D1970 or ASTM D4533 of 20 pounds shall be permitted. This o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND underlayment shall be installed and attached in accordance with the underlayment attachment WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT 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. SURFACE — NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING — FLASHING R903.2 FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and o WET AREAS shall be installed in a manner that prevents moisture from entering the wall and roof through ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT joints in copings, through moisture permeable materials and at intersections with parapet walls and TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS other penetrations through the roof plane. LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 ■ SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 WOOD — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.3.8 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD INSULATION VENTILATION / ATTIC ACCESS — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — 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 VENTS ONLY PER R806.2 — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS — 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 a N O N F CK Cl- CD 0 O O o� eM v� •� o O � Q v � r M N awn 11ffPu Ite Gl' rou pa­ PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET GO.02 1 V—n" FIRST FLOOR PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) 14'-Q Y " TRIM BOARD MDF. SHELVE ER INTO SIDE: %; MDF. B0i MDF. BOARD E(S) Tmu 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 7-114T 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 SECTION TMU SEAT JDARD = BENCH ONLY (A) NOTE: 1: BENCH, WAINSCOT & * IF WALL WIDTH IS >3'-6" — ADD VERTICAL CUBBIES* (A,B&C) CUBBIES, MAINTAIN MIN. 2'-6' SEAT DROP ZONE DETAIL .I IS W J VR bRCH ICR - NUU CUBBIES BOTH SIDID ES SCALE : 3/4' = 1' — 0" G CV O CV r a C) c.> 0 C:) o /O ? \' J 00 CC) O VJ O � O `Y' U r-+ CC) c� •O c� N C) O O C-4 00 w O a, N � -� Q � � o � O � O vs PRODUCT MANAGER RELEASE DATE: XX XX XXXX REVI IDATEAMPTION PROJECT TYPE Sin le Famil SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A1.11 Nil FRONT ELEVATION SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) m OL 8'-0" T.O. WDW i CD 00 "a, is C WINDOW/FRONT DOOR TRIM DETAIL SCALE: 1/2' = 1'-0' FRIEZE BANDING DTL SCALE: 1/2' = 1'-0' 4" +1 2" a SILL DTL SGALL: 1 %1 = 1-U CV GARAGE DOOR 4" TRIM DETAIL SCALE: 1/2' = 1'-0' 0 N O N Z U d O U w ` ` IWJ O O (y) M 1 r� v QQ r v i\ 00 t P'I O v a` U ,d M cn � o 0 N � *PulteGro,t.p- 0 O � L� `p M Cn � w ~ H � W v � N o 4-� v :$ � O Cl w � O w w cz 0 PRODUCT MANAGER RELEASE PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2.01 I ®-i a W, 1 -"k m SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) TRUSS BEARING 9'-4» -0 0 T °-0 T.O. WDW 0 OPT. STONE- 00 i FINISH FLOOR SIDE ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 2267 326448 7.557 1088.160 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. # S SQ. FT. SQ. IN. LIN. FT. VEN 3.023 435.264 4 4.534 652,896 106 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 0 m M, ENE m i L m BEAR ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) OIL TRUSS BEARING � 9'-4» T.O. WDW o I I o� 00 0'-0" FINISH FLOOR -------------- -0 OPT. GRIDS PER ---------------- COMMUNITY SPEC OPT. 4" BANDING SIDE ELEVATION SCALE 1/8" = i'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) TRUSS BEARING 9'-4„ 8 -0 T.O. WDW CD 00 ldk 0'-0" FINISH FLOOR 0- 0 CV O CV CL d O GJ u O 0 ern 1 QD 4 vJ O . ao �-1 O 45 U M c� .� Q cn N � tPulteGiroup- 0 C) ri M 100 w °� 4� O C 0 N • �, Q W -�-� o � W � o � � Q �1:1 m C! PRODUCT MANAGER RELEASE DATE: xx Ax /xxxx PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2.02 3 0 0 U U UJ w a 0 w 0 N 0 N L 0 0 0 w 0 J n. FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'—O" (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) II ELECTRICAL SYMBOLS II « STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFC1110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) &bGFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OIP/GFaSTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET OIDW DISHWASHER OUTLET (GFCI PROTECTED) s4 $ SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT _(%C LIGHT FIXTURE - PULL CORD F@ LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT TTT� LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 4 EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON E'ilj ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR(AFCI PROTECTED) EMERGENCY LIGHT -0PB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH CHIMES TELEPHONE OUTLET /O/ GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) to GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TV ��,A,s� @a MEDIA /SWP BOX f DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 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 COMBINATION SERVICE 120-240 VOLT G T 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL ura 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS IIII�IIII�� 1#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE C*M � QO M � O 0 O 000 'IT �-I O U `Y' c •O V � 0 bJ� N c Wulte u - PRODUCT MANAGER RELEASE DATE: xX/Xx/xxxx PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1.11 3 0 0 0 a 0 U w 0 U- w 0 N 0 cV a 0 w 0 J d OPT FLOOD LIGHT - ------------------------------------------------_ __ OPT --------------------------- - -- ELgQD LIGHT - ------ ,. ------------------------ IN- WP/GFCI --------------------- _____ SOFFIT �-------"-- ------------------------------------------------------------ --------------- WP/GFCI FIRST FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) IN SOFFIT i LIGHT � ELECTRICAL SYMBOLS II STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) #GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/(FgSTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) f$ 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD ►-® LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT TT�S LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) o CAPPED PLATE r LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR(AFcl PROTECTED) p EMERGENCY LIGHT OT THERMOSTAT -O PB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /0/ GARBAGE DISPOSAL CHIMES DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV MEDIA S MEDIA /SWP BOX (1) DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18 AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 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 =11 ��Illlllil�lll�;,l' ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP G COMBINATION SERVICE T 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL 2PH LIPP 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS II L I ... — I I I-- 1#4 SERVICE GROUND _ CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE Q O M M0 t'J � O 0 ul) � oho v� U� r c cis �■■� ?� I -� 'T� o � w C1' N � PuIt e G r�suiipr, 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 E1.12 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY HB — — — — — — — — — — — — — — CAFE OWNER'S SUITE I I I COVERED LANAI m o GATHERING ROOM C14 Oil o 10'-3" z V 11" 7'-tY" 2'-3" 10 I I I I I I I \N I II N" I I 0 ° cV II, El I co OI I; ° ❑ c.l II1EA I I,F, � ' 0 KITCHEN . BATH I;I I P WIC Li I II BEDROOM 2 jI II I II I II I II I II r. ■ N 1 1 II I II 1 II :---NOTE: ALWAYS LOCATE 1 I I II I II DRYER TO RIGHT E WH L--------� OF WASHER L=== ===J I L_--J Q FOYER00 3'-1Y" 3'-OY" N BAH 2 2 CAR GARAGE BEDROOM 3 PORCH FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) 0 O O O � 1 r4 oo • r•+ o u !"1 00 y Q a\1 d1 cn V M di M ctt •O c� c'7 � N aC) AML P'utte lro,,af ,- O O di L\ M w 00 cn V N � Q � � o � � O x � ur) PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Familv SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET pill 3 Q 0 0 Cn 0 0 U U 0 N 0 [V tf7 iv 0 0 W 0 a 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-POSITIVENL06: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS.. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-10 140 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 VERIFYTHAT 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 WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. 4. FOOTING BACKALL AND UTILITY TRENCH BACKFILL 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 WITH EARTH BACK FILL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER � OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS 7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. 9. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. 10. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. 11. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5" SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0' SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE r TO 2 Y," IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116, THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL. E. MASONRY WALL CONSTRUCTION: 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. 2. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (I'm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8" x 8' x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE "S' OR V. 4. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. 7. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 8. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 9. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. 10, VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL. SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK #4 20" 3' 10" #5 25" 3-3/4' 10" #6 34" 4-1/2' 11" #7 42" 5-1/4" 13" F 1. 2. 3. 4. 5. 6. 7. n ,t 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. REINFORCING STEEL: WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. REBAR LAP SPLICES ARE TO BE: CLASS "B". MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH WHICHEVER IS GREATER. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8" -3/8. d>=8 in +/- 1/2" -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2" WOOD FRAMING: 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 2015 EDITION OF THE NDS. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER ® 16" O.C. FOR WALLS 9'-5" OR LESS. INTERIOR LOAD BEARING WALLS SHALL BE 20 SPF OR SP NUMBER 2 OR BETTER 016' O.C. MAX. (U.N.O.). INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS ® 24" O.C. MAX. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 20 STUD WALL PROVIDE: (1) 2x4 KING STUD AND (1) 2x4 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. 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. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. 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. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL. TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 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. ALL FASTENING SHALL FOLLOW TABLE R602.3(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 ALL A I , W 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-83 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 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 B18.22.1. 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 TTEN HD'PER FL PRODUCT APPROVAL #15730.7. 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 AC308. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET-XP'PER FL PRODUCT APPROVAL #15730.6 OR SIMPSON "AT-XP'PER FL PRODUCT APPROVAL #16230.1. SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIMPSON SET-XP'. 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRANTY 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 TTEN SCREWS'PER FL PRODUCT APPOVAL #2355-R4. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SE1'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 4'EDGE DISTANCE. b) 1/2' DIA. SIMPSON O1TEN 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 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 1/2" DIA. F1554 GR. 36 ATR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 10. PLACE ANCHOR BOLTS AT 4" MIN AND 12' MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4" FROM CONCRETE EDGE, AND SPACED AT 24" O.C. MAX. 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 13. BOLT HOLES SHALL BE 1/16" MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1, MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A Y' DIA. HOLE 6" DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36" LONG #5 REBAR WITH SIMPSON TYPE "SET" EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12" LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. IF THE WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX. 16' HIGH AND 4" WIDE AT THE FLOOR. DRILL HOLE AND INSTALL A 32" LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS, 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-Y' FROM ANY EDGE FOR r BOLTS AND 3 r FOR h' AND Y4. BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5" MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24' TO 16"). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM )2' x 6', OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE "SET' EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6' MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL IN THESE DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3" NAILS). WHEN GAP IS GREATER THAN 1 1/2', INSTALL NEW ANCHORS. 4. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY 5/8" OR LESS, NO REPAIR IS NECESSARY, 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN V AND 1 Y", GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 )�, 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 -BEARING WALLS (2-1/8'FOR A 2X4 STUD OR 3-5/16'FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS 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 '#'CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOP/BOTTOM PLATES a. FOR PLUMBING/MECHANICAL UTILITIES A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH, THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2'WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/270 THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 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 TABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2-BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTILIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3' WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: I. 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT T NOT LIMITED T0, LANAIS, PORCHES AND BALCONIES, /� MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING TH WI P A TE M E E REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT WOULD EED TO BE TT Q BAR N 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 WITH 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 CALICS 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 SG D 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 -29.2 DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS ABBREVIATIONS: A. PLYWD = PLYWOOD B. OSB = ORIENTED STRAND BOARD C. NAILING: C.A. 8d = COMMON NAIL C.B. 10d = COMMON NAIL C.C. 12d = COMMON NAIL C.D. 16d = 0.135" / x 3 1/2" GUN NAIL C.E. EN = EDGE NAILING C.F. FN = FIELD NAILING C.G. SN = SIDE NAILING C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION J. MAX = MAXIMUM K. MIN = MINIMUM L. O.C. = ON CENTER M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 0. TYP = TYPICAL P. U.N.O. = UNLESS NOTED OTHERWISE Q. I.L.O. = IN LIEU OF R. w/ =WITH S. WD = WOOD T. EE = EACH END U. HDR = HEADER V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. ATR = ALL THREADED ROD Z. S. C. = SAW CUTS AA. C. J. = CONTRACTION JOINT AB. DEN = DOUBLE EDGE NAILING AC. COL = COLUMN AD. REIN = REINFORCEMENT AE. PLT = PLATE AF. CANT. = CANTILEVER AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER C.O.A.# ARCHITECTURE: AA26002802 0 O O C1 rq �o M 0 U0 O �O v� U M c3 T� O bA N 0 tpulte(li,-1 oi pr­ PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Family O THOMAS A. WEBER, I P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 10/9/20 DATE `i`��Itllll��lr PLAN NAME .� �.•�.�� � . ,�'� � Cedar NPC CHILD NUMBER .860 2810.500 i TATESHEET SO.1 AL.� �ro� Q. \ n1 n\ 1 nA \ OQ1 n r"hrirr.,r4r-r'orlrir\ 1 nIA/(.`\ QI�^1,r,,,�r,a-\ r)Q1 n inn\ T;+io i ��cno����,,n,.,� r-7A 17 A,.,� (1) #5 REBAR w/ 25" LAP U.N.O. 8" C.M.U. FINISH PER ELEV. 0;—OD FINISH GRADE Go MONOLITHIC FOUND.-----�- W/ (2) #4 DIA. RODS CONT. ON CHAIRS 9" STARTER 7 COURSE_ 1'-4- 0 2 STY ALT. CMU SEAT @ -1Y2' -01 ! EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB SCALE: 1/2'4-0 3/4' RECESS IN SLAB 10 1/2 8° C.M.U. WALL FINISH FINISH FLOOR— - PER ELEVATION SLOPE .................. ................... .............. -------MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL CMU COL. PER PLAN PAVERS OR SLAB PER—, SPEC. CONCRETE FOOTING PER PLAN SLOPE )3c) MASONRY WALL SCALE: 1/2'4-0 3/4' RECESS IN SLAB FINISH FLOOR------\ CMU COL. PER PLAN #5 REBAR w/25" MIN LAP OIL 4-0" SLOPE m C.D CONCRETE FOOTING PER PLAN ;2E M PER PLAN PER PLAN DER ON SPREAD FTG. (Pavers) MASONRY WALL CORNER ON SPREAD FTG. #5 REBAR w/25" MIN LAP (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS E� POURED CURB FINISH GRADE —MONOLITHIC FOUND. w/(2) #4 DIA. RODS I CONT ON CHAIRS u EXT. MASONRY WALL @ GARAGE SCALE: 1/2*=I'-0 SCALE: 1/2*=1'-0 8" C.M.U. WALL FINISH 2-1/2' @ IMPACT I PER ELEVATION GROUT BED PAVERS PER SPEC DOOR PER SPEC PAVERS PER (-�� DOOR PER SPEC IC-14 T I C (THICKNESS VARIES) DOOR SPEC (THICKNESS SLOPE SLOPE F.E. I SLOP OLLO' F.E. I ii VARIES) SLOPE 7/ DOOR THRESHOLD N, Illl , 01 *SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1'-4* @ 2 STORY SCALE 1/2'=I'-0 RECESS WITH PAVERS RECESS WITH M 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED TO SLAB wl Vk 3' POWDER ACTUATED FASTENERS OR TAPCONS 0 16' D.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS 0 12' O.C. 2x P.T. PLATE SECURED TO SLAB w/ STEP PER PLAN 3* POWDER ACTUATED FASTENERS OR TAPCONS @ 16- O.C. OR (2) ROWS 12d �SLLDPE�:- GUN NAILS 0 12' O.C. CD START SLOPE HERE 2" 4, SL R PE. 6 �1/2- (1) #4 ROD CONT. ON CHAIRS UNO STEP CONDITION FLUSH CONDITION THICKENED SLAB @ GARAGE (NON -BEARING) SCALE: 1/2"4-0 CLEAN COMN I PVC SLEEVE V-4! 0 2 STORY F:1:s) BEARING PENETRATION DETAIL SCALE: 1/2"=1'-O IDE VI 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS PENETRATING PVC SLEEVE PLAN PER PLAN ALT. BRICK ER PLAN THRESHOLD 00 z cc CD I I F IIF 00 -lllt7=1,T LLJ MONOLITHIC FOUND. MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" W/ (2) #4 DIA. RODS w/(2) #4 DIA. RODS wA2) #4 DIA. RODS CONT. ON CHAIRS l'-4* ®2-STORY CONT. ON CHAIRS l'-4* 0 2-STORY CONT. ON CHAIRS ALT. FLUSH BRICK 7­� 0 2 ST01Y EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL (@ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL (@ ENTRY (Concrete) SCALE 1/2"=1'-0 SCALE: 1/2-4-0 (1) #4 ROD CONT. ON 2x AT 24'0.C. MAX. CHAIRS TYPICAL 3 1/2- CONC. 1/2" G.W.B. EA. SIDE FINISH GRADE SLOPE SLAB 4.. 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 PAVERS TYP. 110m1101"Is M m U (1) 14 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE: 1/2-4-0 CORNER BAR WITH 25" VERTICAL DOWEL MIN. LAP SPLICE EACH AS REQ'D IN PLAN A%4-- SIDE. SAME SIZE AS CONT. FOOTING STEEL. NUMBER OF CORNER SPUCE: PROVIDECONT. STEEL REINF. BARS BENT OF CONT. BARS AT CORNERS TO COMPLY _7 WITH THE INTENT OF THE NUMBER OF REBAR BUILDING CODE. 25" MIN. PER PLAN LAP SPLICE F12REINF. PLACEMENT AT FTG. CORNERS SCALE: 1/2-4-0 111j SCALE: 1/2'=I'-O (1) #4 REINFORCMENT SEE FOUNDATION PLAN BAR CONT. CONC. PER SCHEDULE w SLOPE TO DRAIN SHOWER RECESS SCALE: 1/2'4-0 C.O.A.# ARCHITECTURE: AA26002802 C.OA.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E.#86025 FLORIDA 10/9120 DATE X11111111 it *.860 STAT .... cp At. 1111110 Mo C? r-4 00 4 O O Cr CN Cc) r--4 8 wbA C', O N as A, All -13111w— NftlteGroup- will o O 00 Cn U-) CPU C) (D as �D PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famfly SPECIFICATION LEVEL Pulte PLAN PLAN NAME Cedar NP(C CHILD NUMBER 2810.500 SHEET S1.0 ED- 01 0\ 1 nA\ OP1 n rkrirNr"e-in—(',nr4eirA I nIA/('-\ n C;0()\ T;+In Q I ^ el Ll t17 \ I + Q M n t-1 *1 -F*1 ^ r) %A. fl A r:' AtAl t-1 I I I il 11 j BLIP[ I -Ail, 111, AW d i W.Aw;�A:l it ALI ij ii kli A i I I I I I I c I a 3 a \ 0 0 U 0 N CD CN LrT 0 w 0 a- n q/� 13'-O F031J '-0" 12'-0" S1.0 24"x24"x12" CONC FTG w/ #4 I REBAR @ 6" O.C. EA WAY 40A" 270u 2'-3 1 /2" 8" 7'-0" 8" 4' -7n 8" 7)-0" 8n3'-5 1 /2" F12 S1.0 VERIFY M.O. VERIFY M.O. oo : � —� _ F11 -� S1.0 0 VARIES 0'-0" F07 F01 -- J w/OPT. SCREEN S1.0 S1.0 0 ENCLOSUREA _ • 1'-5 1 /2" `n 8 1 /2" 10'-2" 8' SOLID POUR, ! i SOLID POUR N N \ � VERIFY S. C. in Imp mininv, • F01 I 00 1 S1.0 3'-0 1 /2" g° • e • � I II - O � Ln-51 I 2 : co I lO 7 e � 0'-0n • e • S.C. F26 81.0 I I I • � I S. C. 0 co REFER TO ARCHITECTURE FOR co C ACTUAL WALL LOCATION F08 Ln z o S1.0 Of • REFER TO ARCHITECTURE FOR — • — IC:) I ACTUAL ACTUAL WALL LOCATION VARIES _ F I S. C. N N I FSTART SLOPE — HERE M I REFETO D L FOR RENTRY ECONDITION • FLUSH • 20'-9" d- Ln F08 - VARIES S1.0 z 00 S. C. S. C. • or I w� �- • Ln coF04 I F07 o S1.0 S1.0 • SOLID POUR SOLID POUR • e S.C. = S. C. • • 7 1/2" 7 1/2Ln • C' i VERIFY _ a, F06 r' I o M.O. _ L'i• F04 Ln S1.0 cm F01 F01 I o - - �* S1.0 Ivo S1.0 • �- L N J 'a- o VERIFY M.O. o in N • ]Mimi• VERIFY M.O. 2'-10" 8" 7'-0" 14'-0" FOUNDATION FLAK 1'-8 1 /2" 2'-10" 8" 16'-8" 4'-7" 21'-5" 40'-0" 1'-8 1 /2" LEGEND SYMBOLS 0 8x8 FILLED CELL W/ #5 REBAR • 2 8x8 FILLED CELL W/ (2)#5 REBAR ® INSIDE FACE 8x8 FILLED CELL W/ NO REBAR REQUIRED 45' CMU - FILL CELLS W/ 15 REBAR 12x12 FILLED CELL W/ (4)-#5 REBAR E ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DETAIL INDICATOR M FLOOR SLAB NOTES: 3 1/2° 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6° AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN °L' SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36" (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12° (305mm) APART, WITH THE FIRST BAR PLACED 2° (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS C.O.A.# ARCHITECTURE: AA26002802 cl- CD CV O C'4 c� cl- 0 c-3 0 00 O 0O O � O W d1 U`Y' rr c� 03 �-I Tej o � 0 bA r..r cz N � Al puIte Ggr . PRODUCT MANAGER I RELEASE I DATE: xx /xx /xxxx C.O.A.# ENGINEERING: PROJECT TYPE 29349 Siri le Famil El THOMAS A. WEBER, PE Lj P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 10/9/20 DATE tlillt r PLAN NAME ` ��'•',, •F'•. Cedar NPC CHILD NUMBER No. 86 2810.500 Af IZ SHEET 'TAT QRio'Ile S1.1.�����e ti �fji jaNA1. ��� WALL BASE PLAN SCALE: 1 /4"=1'-O" LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8" KNOCK OUT BLOCK WITH #5 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4" NOMINAL BEARING PER END ® LINTELS OR AS REQUIRED BY MANUF. 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12'-4" SHALL BE PRESTRESSED. 4. BOND BEAM ELEV = 9'-4" U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4" FOR AL LINTELS 28' OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED r QUANTITY OF 15 REBAR AT I BOTTOM OF LINTEL CAVITY F16-1 B/1 T LL QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR au, J :: CMU z 0o o GROUT r #5 REBAR AT BOTTOM OF LINTEL CAVITY 7-5/8- BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8' NOMINAL WIDTH LEGEND DETAIL INDICATOR XX XXX LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO S-4" DOUBLE 2x6 ------- 3'-5" - 6'-0' DOUBLE 2x8 ------- 6'-1' - 8'-6" DOUBLE 2x10 2 JACK STUDS EACH END. 8'-7" - 12'-6" DOUBLE 2x12 2 JACK STUDS EACH END. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 El THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/9/20 DATE tit[11t17 u 00 �m t -q 00 •� O Vr n J O � O � n-1 45 cn U e-1 ..++ ��r, M as � w 0 biD N � tPulteGrot'lliv, sLn N m v MO_ M O O � � Ln L� cn 00 w a, O � Z � Q � ro o � T PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME '< NPC CHILD NUMBER .86 - 2810.500 Xt TATE tyW SHEET S2.1 loll n 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 %; MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. 8. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND LTR DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. C.O.A.# ARCHITECTURE: AA26002802 w ` ( IWJ O I 00 rl p Vr n �00 O � O � O -F, N Udi 'C� o � c� w a N c llkpu Ite roitit,. p PRODUCT MANAGER RELEASE LvIlI37`1 C.O"A.# ENGINEERING: PROJECT TYPE 29349 �� S1Tl le Famil D THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 10/9/20 DATE`���tltlll Tf PLAN NAME ,k - Cedar ,. NPC CHILD NUMBER 2810.500 � : TAT SHEET Rl �� S3.1 III 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). 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 BOND BEAM PER PLAN V— ` SHEATHING PER PLAN R01 ROOF TRUSS ON MASONRY "X" = 10% "X" - 10% HOUSE WIDTH ® HOUSE WIDTH t-'t 0 x 0 0 3 4- O x � 2 x 7r RIDGE X RIDGE 0 GABLE END ,<I GABLE END BOSTON HIP X� GABLE X 20 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d 0 EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS _ OR _ PER PLAN 20 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS EDIMENT BLOCKING @ GABLE VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN MIN. 9" LONG 20 GA. FLAT STRAP w/ (8) 10d SHEATHING PER — OR — PLAN. UNDER TRUSS TRUSS CHORDS NCH END. nno1VALLEY SET OVER FRAME PRE-ENGINEERED ROOF TRUSSES ® MAX. 24" O.C. STRUCTURAL SHEATHING PER PLAN 2z4 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 I" BACK. SHEATHING PER ARCH-� � 1x4 FURRING AT INSTALLED PER MA 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 "X" = 10% OF HOUSE WIDTH O O 7� �C RIDGE-' ' 0 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 z/z BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS ® 8" O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" STRUCTURAL SHEATHING ('EMI I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. SEE PLAN FOR ATTACHMENTy V WASHERS AND 7" EMBEDMENT. ,< NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF @ 16" O.C. TRUSS w/ 12d's AT 4" O.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN FOR RAKED RreM AT VAULTED TEn rnNNTinti cFF 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" TTLE: 15/32" SPAN RATED PLYWOOD OR OSB PANEL EDGES @ SUPPORTS (1) 6" 0.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. NUILS: 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 ROOF SHEATHING ATTACHMENT DIAGRAM R11 "Ts. / CONT. 2x4 PLAN AND DETAIL. \ 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN ®TOP STRUCTURAL NAILS @8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING % BRACE SPLICE SHOWN \�\ PER PLAN \ 20 BLOCKING AT 48" O.C. \ / 3 TRUSS BAYS FRAMING 2x6 NAILED 0 BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09GABLE�E �DT RUSS BRACING DE�tl GABL 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 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 8'-0" BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32" MAX. SPACING ---IF LENGTH IS LESS THAN 4'-O" USE 2x4 "L" BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 20 "L" BACKS. NAIL "L" BACKS w/12d 012"O.C.(NOTCHED Sv 0 TOP w/2-12d TOENAILS "L" BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER R09C1PARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE (8) 10d NAILS EACH SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN THING PER — O R — (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW 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. 2x4 w/ (2) 12d NAILS STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLAN FASCIA SEE ARCH. DRAWINGS CMU VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. ;EE PLAN MENT :RED 24" O.C. 20 BLOCKING AT 2'- O.C. w/ (2) 12d TOE EACH END TO TRUSS SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" MAX. GAP FROM TOP OF 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING FOR VERT. REINF. R07WALL BRACING A�TNON-BEARIN�GE XTERIOR�W ALL 2x4 PURLIN @ EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL 0 8" O.C. 2z4 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). 2z SHTG. 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 BLOCKING "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 8" CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL Ln BACKS AND STRONGBACKS w/ 12d's n AT 6" O.C. NOTCH I" BACKS AT TOP AND BOTTOM. — 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS TO BLOCKING AND TO THE 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 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 9B �UTCH HIP GABLE TRUSS BRACING DETAIL R0 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 lbs. 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. MISSED TRUSS STRAP REPAIR R13 (TYPICAL CMU WALL CONNECTION) C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WESER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/9/20 DATE NNW I I I f l It c5 0- 0 CV 0 N r 0 U 0 STATE t1F ^� + r IW) O O 0 � m � 00 p •� O 0 O � oho H Ln i-4 Cr o U di M as ;miiIIIII C� 0 b� -1­4 �z N tpulteGdourr PRODUCT MANAGER RELEASE E�:II +♦:1:1 PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ----NOTE: SHEATHING H PROVIDE BLOCKING EDGES. AT ALL ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° AIL 12" IN ° ° SPACING AT FIELD ° ° o ° ° ° ° EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16 SHEATHING Z 3 O.C. 3 O.C. 12 O.C. ALL EDGES 3/8' SINGLE NAIL EDGE -SPACING 1/2" 1/z s ° DOUBLE NAIL EDGE SPACIN( --2x4 BLOCKING STUD SPACING PER PLAJ NAILING STRUCTURAL SHEATHING PER PLAN—V<7�>/— STRENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL LU INT FINISH WOOD BUCK ATTACHMENT: 1x WOOD 1x CUSTOM PT BUCK TO MASONRY. MATCH FRAME WIDTH, ATTACH w/"T" 1X PT BUCK NAILS @4" 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 ELEAVATION AL I LHNA I L: 2X_ OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS <2 1/4' = 1/4"00" TAPCONS @44" FROM ENDS AND 12" O.C. REMAINDER. w/1 1/4" EMBEDMENT W14TYPICAL WINDOW ATTACHMENT DETAIL im INT FINISH WOOD BUCK ATTACHMENT: 1x WOOD 2X_ OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS <2 1/4' 2x PT BUCK = 1 /4" Ox4" TAPCONS @4" FROM ENDS AND 12" O.C. REMAINDER. w/1 1/4" EMBEDMENT ALTERNATE: ACH DOOR PER RIDA PRODUCT 'ROVAL ,K MOULD SH PER ELEAVATION ,�,�TYPICAL DOOR ATTACHMENT DETAIL YY IJ EXTERIOR CONC.WAL° ° . d e ° a JA L . b GARAGE DOOR AND 4. . °': -_-: TRACK, INSTALLED PER nl I v_._ MANUFACTURERS SPECIFICATIONS. 2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2"A" "L" BOLTS OR 5/8"A" SIMPSON TITEN HD'S w/ 2" WASHERS AT 24" O.C. & WITHIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF 1/4"0" EiMASONRY SCREWS 012' O.C. STAGGER ROWS 6" FRAME TO BUCK TO MASONRY EXTERIOR CONC.WALL ° 1/4' DRIVE-IN ANCHOR GARAGE DOOR AND :........ . TRACK, INSTALLED PER MANUFACTURERS da, n_ . d SPECIFICATIONS.—-. 1/2' x 2 1/4" HILTI SLEEVE ANCHOR OR EQUAL. MIN. 1 1/2' EMBED INTO MASONRY. (1) PER BRACKET FRAME TO MASONRY 1A11n YPICAL �GARAGE DOOR ATTACHMENT DETAIL IT IV i •'1 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 W 0 2 GABLE END SHEATHING DETAIL STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. / Li INSULATION AS PER SPECS. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. ROOF SHINGLE (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS :11110C1l»:1� 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'-0" FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W30 TYP. 1-STORY WALL SECTION STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. 12 PER ELEV. Li A INTERIOR STRAP INSIDE FACE OF WALL PER W10 WHEN TRUSS S INSTALLED ON INSIDE (NON -SHEATHED) FA EDGE NAIL SHEATHING MTS16 FROM EA. TRUSS TO HDR. END TRAPS CE OF WALL & BOTTOM OF CR CK STUDS ONLY) ST FACE OTTOM 2X OF TOP OVER A STUD. CE w/ (3) 10d NAIL PLATES HEA NS AT 16" O.C. MIN AN TUD REQ PLY) FA AT OP NG PER PLAN OF WALL) DOU SHU II II II II II II II II II II NOTE: FOR EXTERIOR BEARING WALLS ONLY Z,�,.,YPICAL FRAMED BEARING WALL IIY V%J I= INSULATION AS PER SPECS. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. ROOF SHINGLE (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS �z 09L 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 0'-O" FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W31 IY�. 1-STORY WALL SECTION REBAR, CONT, IN ID BEAM D BEAM PER PLAN REBAR VERTICAL 'PED 25" MIN. U.N.O. REBAR VERTICAL IN ID FILLED CELLS, E PLAN). REBAR VERTICAL PED 25" MIN. U.N.O. 5" CLEAN OUT AT ALL ED CELLS. FOUNDATION PLAN 1 DETAILS FOR FOOTING FORCING. TRUSS BOTTOM CHORD PER MANUF. 0 24" O.C. I \— EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM OF HEADER PER PLAN HEADER PER PLAN, (2) PLY MIN, ADD JACK/KING STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL AS REQ. FOR SHUTTER ATTACHMENT EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3' O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT II II II II it II II II II II _ H _L L_ 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. MAX. CLEAR TYPE A 8" TYPE B 12" TYPE B 14" TYPE B** 16" TYPE B 20" TYPE B 24" TYPE B 28" TYPE B 32" TYPE B LINTEL LENGTH OPENING 8" LINTEL 8" TYPE C 12" TYPE C 14" TYPE C** 16" TYPE C 20" TYPE C 24" TYPE C 28" TYPE C 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" 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" T 4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 1349 1438 1716 1999 2560 3132 3686 4649 5' 4" 4' 0" 1006 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 G 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 699 1160 1516 1626 2564 3486 2818 3302 8'4" 7'0" 488 699 1245 1516 1843 2564 3486 2964 3387 9'4" 8.01, 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" 10'0" 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 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 1075 1428 1838 2316 2883 14'0" 12'8" 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* 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" 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 Ian in Bond Beam & Lintel 1 v Lnr k 1 1 r n,nL/ W19 TYPICAL FILLED CELL DETAIL C.O A.# ARCHITECTURE. AA26002802 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. MAX. CLEAR TYPE A 8" TYPE B 12" TYPE B 14" TYPE B** 16" TYPE B 20" TYPE B 24" TYPE B 28" TYPE B 32" TYPE B LINTEL LENGTH OPENING 8" LINTEL 8" TYPE C 12" TYPE C 14" TYPE C** 16" TYPE C 20" TYPE C 24" TYPE C 28" TYPE C 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" 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" T 4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 1349 1438 1716 1999 2560 3132 3686 4649 5' 4" 4' 0" 1006 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 G 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 699 1160 1516 1626 2564 3486 2818 3302 8'4" 7'0" 488 699 1245 1516 1843 2564 3486 2964 3387 9'4" 8.01, 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" 10'0" 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 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 1075 1428 1838 2316 2883 14'0" 12'8" 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* 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" 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 Ian in Bond Beam & Lintel 1 v Lnr k 1 1 r n,nL/ W19 TYPICAL FILLED CELL DETAIL C.O A.# ARCHITECTURE. AA26002802 1 v Lnr k 1 1 r n,nL/ W19 TYPICAL FILLED CELL DETAIL C.O A.# ARCHITECTURE. AA26002802 O o O co c 00 o 0 �-1 O v � as 1 "1 c" N as *Pulte%Gwoup- PRODUCT MANAGER RELEASE DATE: XX/XX>/XXXX C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Famfl III THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 10/9/20 DATE`,1�SlIIttlf it PLAN NAME Cedar * NPC CHILD NUMBER b.86025 1 = 2810.500 7C E c�F+rtC SHEET t? ��. 2 1i'IIIItLI I a I r, ern v ., ;g;.... ,—....,_., y �.