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HomeMy WebLinkAbout6169 Bradford Woods DrN I P687rr& u te Y, APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE 40�_0» 67i_2» - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL -2017 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB LOT SPECIFIC AREA TABLE Descri tion TOTAL p Sheet Number Sheet Title G0.01 Cover Sheet ; CO NDITI ONED SPACE G0.02 General Notes CMU-BASE PLAN 1662 SF A.1 .1 1 1st Floor Plan CMU-ELEVATION FM2 34 SF A2.01 Front Elevation & Details 696 SF A2.02 Side & Rear Elevations & Roof Plan ;NON -CONDITIONED SPACE E1.1 1 1st Floor Electrical Plan CMU-COVERED LANAI EXT. 199 SF E1 .12 1st Floor Electrical Plan Options CMU-FRONT PORCH FM1 OR C1 OR C01 OR FM2 OR C2 OR MD1 25 SF P 1 .1 1 1st Floor Plumbing Plan CMU-GARAGE 463 SF S0.1 Cover SFS1.0 2383 SF S1.1 S2.1 Foundationet8Details Foundation Plan Wall Base Plan S3.1 Framing Plan S4.1 Roof Details S4.2 Wall Details CONTROL DATE GENERAL NOTES 03-23-2019 \/ I�j ���^;� V.- ��. � .7 ���Cot)( � r . G w Fw� r ; N LOT SPECIFIC OPTION SELECTIONS Configuration Choices Cedar First Floor Plate Height Choices 9'-4" Plate Height Elevation Choices Florida Mediterranean (FM2) 4B Kitchen Layout Choices Standard Kitchen Layout 1 Laundry Layout Choices Laundry Room Layout 1 (Base House} LOT SPECIFIED PLAN INFORMATION Exterior First Floor Wall Choices CMU Exterior WallP61 Additional Hose Bib Location Rear Customer Name ,� ,� Market Home 6871— 08201 Foyer Entry Door Swing Choices Garage Handing Door Swing In Garage Right Garage Water Heater Choices Electric Water Heater Garage to House Entry Choices Stepped Entry Address Owners Bath Layout Choices Layout 1 Standard Shower 6169 BRADFORD WOODS DRIVE Owner's Suite Ceiling Choices Flat Ceiling ZEPHRYHILLS FL 33542 Covered Lanai Extended Covered Lanai Community Bath 2 Shower Choices Tub/Shower Combination 6871 10AKS OF PASCO Gathering Room Ceiling Choices Flat Ceiling 6871-08201 ---- Gathering Room Door Choices SGD ILO Window Wind Speed Choices Wind Speed 140 High Velocity Hurricane Zone Choices Non High Velocity Hurricane Zone o -V Mo t'J 00 o .00 Q011% � o N � U`f' can 7121 c� cts N i tPulteGranup- C-A OO � cn 00 w 4� a, O N a' .�i 43 o W � w C O PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET G0.01 1; r_ 'a • GENERAL NOTES GENERAL NOTES VENTILATION / ATTIC ACCESS INSULATION — DO NOT SCALE DRAWINGS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES VENTS ONLY PER R806.2 — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC DRYWALL TERMITE PROTECTION LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING — %" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE ACCESSIBILITY T [Pul G'rou- SHALL BE ISSUED TO THE BUILDING DEPARTMENT — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER —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 Le P,— TREATMENT THAN 30 SF WITH A TUB OR SHOWER INSPECTION FOR TERMITES o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS THE ROOF FRAMING MEMBERS REQUIREMENT. ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES o MIN. ATTIC ACCESS SIZE IS TO BE 22"x3O" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 SPACE POCKET DOOR FIRE—RESISTANT CONSTRUCTION SITE ADDRESS — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO EXTERIOR THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR A LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY — WATER RESISTANCE 20—MIN. FIRE —RATED DOOR o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM GUARDS AND WINDOW FALL PROTECTION PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — 1h" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. CEILING WITHOUT HABITABLE ROOMS ABOVE ■ THIS IS NOT REQUIRED OVER CMU — GUARDS SHALL BE MIN. 36" — FLASHING — 5/8" TYPE X 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 o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER — V GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES OF THE STAIRS R703.4 — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE — EXTERIOR PLASTER — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 OR ASTM SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED C1787 AND R703.7 STAIRS — LATH WINDOWS/DOORS — MIN. CLEAR WIDTH 36" o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS o HANDRAILS SHALL NOT PROJECT MORE THAN 4 �" ON EITHER SIDE OF THE STAIRWAY OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 %" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR —PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 —MIN. HEADROOM 6'-8" C1787, OR AS OTHERWISE APPROVED. o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS — MAX. RISE 7-3/4" o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND MIN. — MIN. TREAD DEPTH 10" o WEEP SCREEDS, A minimum 0.019-inch (0.5 mm) (No. 26 galvanized sheet gage), 20" D — HANDRAILS corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1h o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. o 34"-38" ABOVE SLOPE PLANE 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 not less than 4 inches (102 mm) above the earth or 2 — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE placed inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the PATH WITHOUT GOING THROUGH A GARAGE THAN FOUR RISERS exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES o 1 %"-2" GRIP SIZE OR GRASPABLE FINGER RECESS shall cover and terminate on the attachment flange of the weep screed. o MIN. HEIGHT 78" — SIDING ELECTRICAL o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 o FINISHED FLOOR SHALL BE MAX. 1 1 /2" BELOW TOP OF THRESHOLD — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: — MASONRY o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS o IN EACH SLEEPING ROOM o BRICK IS TO BE INSTALLED PER R703.8 — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 o OUTSIDE EACH SLEEPING ROOM o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o ON EACH ADDITIONAL STORY o FIXED AND OPERABLE PANELS IN DOORS o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR ROOFING GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED SHOWER — UNDERLAYMENT R905.1.1 underlayment for asphalt, metal, mineral surfaced, slate and slate —type roof POSITION — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER coverings. GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS o Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS and slate —type shingles, and metal roof panels shall comply with one of the following o WINDOWS methods: o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED ■ A self—adheringpolymer—modified bitumen underlayment complyingwith ASTM D1970 applied p y y pp 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 CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: over the entire roof. OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM •WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE D1970 or a minimum 3-3/4 — inch wide strip of self —adhering flexible flashing tape • BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED complying with AAMA 711, applied over all joints in the roof decking. A felt underlayment . THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI complying with ASTM D226 Type II, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic AND CIRCUIT BREAKERS OR RECEPTACLES underlayment meeting the performance requirements specified, is required to be applied over the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of •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 IN the FBCR for fastener type HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, and spacing). SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS ■ Two layers of felt underlayment comply ASTM D226 Type II or ASTM 4869 Type III or IV, or o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND two layers of a synthetic underlayment meeting the performance requirements specified, WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT lapped and fastened as specified. SURFACE — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE — FLASHING R903.2 WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING 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 joints in copings, through moisture permeable materials and at intersections with parapet walls and GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT TUBS, SPAS, BATHTUBS, other penetrations through the roof plane. 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. — 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 — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 WOOD — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD Q O O MO ? W o .00 IqT Q `n � o v� c� � M '5 o 0 r N � *PuIter cu.r r PRODUCT MANAGER RELEASE DATE: XX XX XXXX REV DATEAMPTION .fir PROJECT TYPE Single Famil SPECIFICATION LEVEL : Pulte i PLAN NAME Cedar NPC CHILD NUMBER' 2810.500 SHEET GO.02 r AO'-n" FIRST FLOOR PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11A7 PAPER) TRIM BOARD MDF. SHELVE ER INTO SIDE: )/� MDF. BW MDF. BOARD E(S) THRU DROP Z01 SCALE : 3/4° = 1' - 0" 0 O en 1 r� cW ) 00 45 p"� O 0 VJ Ell O \ O �-1 a� O Uv--q `Y' tz r-.q0 � w cz c� 4-4 N � Pu lteGr- 0 00 O cv 00 w i O a, N � Q � o Q as � � H PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A1.11 Ll ft FRONT ELEVATION SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) n OIL T.O. WDw U Is +112" +1/2" +0- N 4" 2' WINDOW/FRONT DOOR TRIM DETAIL SCALE: 1/2' = 1'-0" FRIEZE BANDING DTL SCALE: 1/2' = 1'-C TYP. STUCCO BAND SCALE: 1/" = 1'-0' N GARAGE DOOR 6n TRIM DETAIL SCALE: 1/2" = 1'-0° O O � 1 t --1 00 O /V0 L� f-1 v U `Y' r--q �cz ce) � w N � *PulteGroup- 0 00 O cv 00 w � � H w Q a� � N o as �w ow I PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2.01 s D n 5 J J 7 3 J 5 u L ROOF PLAN SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) ------------------ _Dn jL------------------ � SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) OIL TRUSS BEARING 9'-4„ 8 -0 T.O. WDW o I 00 Ai-\ 0'-0" FINISH FLOOR -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 2383 343152 7.943 1143.840 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 3.177 457.536 4 4.766 686.304 111 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 ------------------------- OPT. GRIDS PER '+ E;COMMUNITY SPEC OPT, 4n BANDING REAR ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) OL TRUSS BEARING 9 -4 8 -0 T.O. WDW o i i 00 J-\ 0'-0" FINISH FLOOR -------------- OPT. GRIDS PER-//......L COMMUNITY SPEC OPT. 4" BANDING 00 SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11 x17 PAPER) G 8 -0 T.O. WDW 0 00 0 O 0 M t'J � W M vJ O . 00 M c�S 't� o � w bJD r--i N � Pult o c**_4 w O O r. M � N •� W o al � W 0 is � � Q PRODUCT MANAGER RELEASE DATE: XX XX XXXX WVJ DAVOMWTO PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte 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 11 x17 PAPER) II` ELECTRICAL SYMBOLS II 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER (VP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET s4 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 LIGHT FIXTURE / VAPOR PROOF Z3 LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT > OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR O EP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON F1:11 ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) © THERMOSTAT EMERGENCY LIGHT TELEVISION OUTLET -0PB PUSH BUTTON SWITCH T TELEPHONE OUTLET XY GARBAGE DISPOSAL (GFCI PROTECTED) CHIMES F° DOOR BELL CHIMES .�' GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV MEDIA S 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 11 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 ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP M COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL UnD I 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I 1#4 SERVICE GROUND _ CONNECTED TO CONCRETE I Ar : 17,— ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE CD O c? 1 r� �Q en O 0 0 000 4 v 45 v Uv ccn 0 Cc) nz v O � w 0 Cf' N � llkPu It e G ro u rp", PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1.11 ki 3 C 0 0 0 w 0 0 w N O N rM U L W 0 J d ELECTRICAL SYMBOLS OPT - STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) FLOOD LIGHT - STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER ---- RESISTANT) -GROUND FAULT CIRCUIT INTERRUPTER — — — — — — — — — — ' .Cq STANDARD 110 OUTLET Yip` ONP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. COVERED LANAI Ea. i ® SWITCHED FLOOR OUTLET I OPT. ,- "------ OPT. *' I OPT §220V STANDARD AFCI 220 OUTLET FLOOD LIGHT ----- --- ----------- I , I ®0W DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT CAFE N OWNERS SUITE o 1, '' CPT. ? OPT. -------- OPT. LIGHT FIXTURE -WALL MOUNT Lo Q R R R 0-' __ N Q © LIGHT FIXTURE -PENDANT I OPT. OPT. - 3 -6 3 -� 3'-� N 3'-0" 3'-0' 3' 2"CD^> N o �PC -2 LIGHT FIXTURE -PULL CORD OPT. N 1-;:'� `: ,> ►-® LIGHT FIXTURE - COACH LIGHT 921 -* LIGHT FIXTURE - EXTERIOR WALL MOUNT ``R,R 0 GATHERING OOM --- OPT. OPT. LIGHT FIXTURE -LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF �R�� ��R� � OPT. OPT. LIGHT FIXTURE EXTERIOR FLOOD LIGHT 12-1 8'-6„ OPT PH LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) '00 EXHAUST FAN (EXTERIOR VENTED) OPT. FLI. OUTLET PT o O CAPPED PLATE J� ,�, r-) 0 O I LIGHT FIXTURE - 48" FLUORESCENT ^ V> N OPIT 6 0� J ______ > �O 0 OPTIONAL PADDLE FAN /LIGHT COMBINATION PREWIRE v> PROVIDE FRAMING SUPPORT FOR FIXTURE N o�T � i O SMOKE DETECTOR O EP ELECTRIC PANEL ��OPT. OPTS, '-� I KITCHEN s E ELECTRIC METER . BATH O (AFCI PROTECTED) —LR� v�RU1L_-_ - SC SMOKE/CARBON -- -- - MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) 4'-6" 3'-5" 3'-5" ; � EMERGENCY LIGHT P © THERMOSTAT TELEVISION OUTLET 'll '8VO-n '1dO Wlrj -OPB PUSH BUTTON =_ C T TELEPHONE OUTLET SWITCH CHIMES 1d0 - I i �'� � /O� GARBAGE DISPOSAL DOOR BELL CHIMES eo (GFCI PROTECTED) BEDROOM 2 GARAGE OPENER DOOR 0 WIFI HOTSPOT lri I __------T MEDIA /SWP BOX DATA/TV DATA /TV OUTLET ®R"' *TOPP LAUN ,, OPT. SECURITY � -� OPT. „> T.I I I ELECTRIC MOUNTING HEIGHTS O 2'-9" 3'-6r2 3'-6Y" `---------'-' STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF - STANDARD SWITCHES 44" AFF Tv, OPT. DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF r ' _ _ MICROWAVE / RANGE HOOD 78" AFF r BUILT-IN MICROWAVE 66" AFF I I NOTE: MOUNTING HEIGHTS ARE TO THE CENTER I L--J I I - - _ 150 AMP 42 Q � FOYER CIRCUIT MAIN 0 METER CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT BATH 2 0 ' 1/2' PVC 2-2/O COPPER OR 2-4/0 ALUMINUM I �_� rlD� PVC 1-1/0 COPPER 1-3/0 ALUMINUM PORCH COACH LIGHT ------------------- � --''------------ WP/GFCI --------------------------------- - - IN SOFFIT FIRST FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT G T DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL 2PH 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS II FE1 I - I 11#4 SERVICE GROUND _ CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O / `` J M0 r� 4� °O c� o V J\ 00 �o N � c � o f� bA N � tPulteGroup- ul) O O 00 P--� O t � 00 Qo U_ Q N �y � � rc H U clis ic 0 0 ,2 I� PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1.12 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY I COVERED LANAI EXT. HB I _.I CAFE OWNER'S SUITE i o GATHERING ROOM ZC14 o 10'-3" 11" 7'-1Y2" 2'-3- ° iI :c--j r Ip O N El,(D I IO 1; ° O 0(1N IP KIT^HEN 10. BATH 19'-8" P WIC :Lj BEDROOM 2 I II I II j I II , Lv, LAWN N I I I I II I II I II I II NOTE: ALWAYS LOCATE DRYER TO RIGHT O I II `------ OF WASHER I I I I L--J Q FOYERco 3'-1)/23'-Qr2 BATH 2 2 CAR GARAGE PORCH BEDROOM 3 FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'—O" (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) C5 a [V O N CD 0 U O O O M co v °O c� o O O n� %-1 O v 45 U `ir' .O � w 0 pmmq cf N � *PulteGrouF 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 P1,11 A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 7th EDITION. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE, ETC. 4. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACKCHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE. 6. ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-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 7-16 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE "C" C. 1. 2. 3. 4. 5. 6. D 1. 2. 3. 7. 8. 9. 10. 11. E. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. FOUNDATION: FOUNDATION IS DESIGN ED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. ALL FILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8". CONFORM TO ASTM D 1557. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER, ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. OnKIPF)FTF. CONCRETE SHALL CONFORM TO THE "BUILDING REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b, STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK ALL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER i OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5" SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0" SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE Y2" TO 2 Ya" IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL. MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (1'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. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S" OR V. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #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. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPUCES ARE TO BE: CLASS "B". MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. 4. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. 5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8' -3/8. d>=8 in +/- 1/2" -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2" G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NDS. 2. 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. 3. INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPF OR SP NUMBER 2 OR BETTER 0 16" O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS ® 24" O.C. MAX. 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 20 STUD WALL PROVIDE: (1) 20 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. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH Y2" TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8' O.C. FOR EACH, U.NO. 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. 10. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12" O.C. UNLESS NOTED 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. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" (INCHES) O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. PROVIDE BRACING AND BLOCKING PER BCSI-63 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 8. ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL BE DETERMINED BY THE DELEGATED TRUSS ENGINEER 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"O"x0.229" 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 TPER 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 TIITEN 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 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 115730.4. 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 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 SET'PER FL PRODUCT APPROVAL 115730.5. 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 TW/ MIN. 2 3/4" EMBEDMENT DEPTH AND LEDGE DISTANCE. b) 1/2' DIA. SIMPSON 'I TEN 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. 1. FIELD REPAIR NOTES: 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 %" 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-Y4" FROM ANY EDGE FOR Y2" BOLTS AND 3 2" FOR %" AND Y47 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 Y2* 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 V OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN r AND 1 r, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 r, 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 257. 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)-1/4W'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 1-1/2"TO THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1-FROM THE EDGE OF THE PLATE. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS 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: 1. FOR ALL PARTIALLY ENCLOSED AREAS INCLUDING BUT NOT LIMITED TO LANAIS PORCHES AND BALCONIES 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD W A CEMEN OUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE A WITH TITI REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7" ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216)INSTALLATION GUIDELINES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2 SOFFIT, OTHER THAN THE EXTERIOR GRADE SOFFIT BOARD OR SOFFITS USING HIGH -RIB METAL LATH AND STUCCO, SHALL HAVE THE PRODUCT APPROVAL NOTED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS SUBMITTED. ALL ALUMINUM OR VINYL SOFFITS SHALL MEET OR EXCEED THE REQUIREMENTS NOTED ON THIS SHEET IN REGARD TO DESIGN PRESSURES. ALL ALUMINUM MUST BE INSTALLED IN ACCORANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO COMPLY WITH THESE MINIMUM DESIGN PRESSURES. INSTALLATION IN ACCORDANCE WITH THESE REQUIREMENTS WILL COMPLY WITH R703 AND R704. ALL VINYL SOFFIT SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND R704. Description Width Height Positive A Effective i Pressure Pressure 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. AN =HELD NAILING C.G. SN = SIDE NAILING C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. AND = FOUNDATION J. MAX = MAXIMUM K. MIN = MINIMUM L. O.C. = ON CENTER M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE AR 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 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WESER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/9/21 DATE v y ti '10 OF +�fOfa'NA1. ltlllk w , ('WJ C) O M 1 r01 41 0 ul) � 000 n� Ur___4 cn co O � w bA as 4.4 N � *PulteGroup- Q N v o 0 QQ 4 r� cn Lam\ en 00 w O N w O � U � � PRODUCT MANAGER RELEASE DATE: XX XX XXXX REV DALE 1ESCAIP110N PROJECT TYPE I Single Familv SPECIFICATION LEVEL I Pulte (1) #5 REBAR w/ 25" LAP U.N.O. CMU COL. PER 8" C.M.U. FINISH PER ELEV. PLAN OIL-O,-O" FINISH GRADE co MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS 9" STARTER COURSE u l I 4'02ST y ALT. CMU SEAT @ -lY; EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB SCALE: 1/2'=1'-O 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. 6 GARAGE DOOR RECESSED SILL SCALE: 1/2"=1'-0 RECESS WITH PAVERS 2x P.T. PLATE SECURED TO SLAB w/ 2x AT 24"O.C. MAX. 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' D.C. STEP PER PLAN 1'-0" 41 V 1 _ 0,, 6 1/2 (1) #4 ROD CONT. ON _ CHAIRS UNO STEP CONDITION 708_THICKENED SLAB (@ GARAGE (NON -BEARING) SCALE: 1/2"=1'-0 CLEAN COMP, l7fV PVC SLEEVE 1'-4' 0 2 STORY :F137BEARING PENETRATION DETAIL SCALE: 112"=1'-0 o 0 8' C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS PAVERS OR SLAB PER SLOPE SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN ):3:cMASONRY WALL CORNER ON SPREAD FTG. SCALE: 1/2"=1'-0 11-0. � 0 2 STORY RECESS WITH SLAB 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 0 16' D.C. OR (2) ROWS 12d GUN NAILS 0 ff D.C. START SLOPE HERE 2" SLOPE FLUSH CONDITION PENETRATING PVC SLEEVE CMU COL. PER PLAN —#5 REBAR w/25" MIN LAP Uj OdL -0'-0" SLOPE 111 CD LLJ V M C.D CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN 4' 77r (IF REQUIRED) PER PLAN Iters) MASONRY WALL CORNER ON SPREAD FTG. 8" C.M.U. WALL FINISH PER ELEVATION MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. 2x AT 24*0.C. MAX. 1/2' G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS #5 REBAR w/25" MIN LAP SCALE: 1/2*=1'-0 2-1/2' @ IMPACT (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS EXT. MASONRY WALL @ GARAGE SCALE: 1/2-4-0 -,--POURED CURB —FINISH GRADE r- -MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS GROUT BED DOOR "u' — PAVERS PER SPEC DOOR PER SPEC PAVERS PER DOOR PER SPEC — P-' C-4 (THICKNESS VARIES) DOORTHRESHOLD SPEC (THICKNESS LLJ DOOR THRESHOLD PER PLAN VARIES) SLOPE OIL 0' -0' E SLOPE 'd-, 011-0" PER PLAN r :2� ALT. BRICK AN OIL PER PLAN THRESHOLD ICI=ICI=ICI III III P CD (3 00 I I 1--6-71rl 171-111 — III LLJ MONOLITHIC FOUND. MONOLITHIC FOUND. MONOLITHIC FOUND. 11-011 L L W/ (2) #4 DIA. RODS CONT. ON CHAIRS w/(2) #4 DIA. RODS w/(2) #4 DIA. ROD ®2-STORY l'-4" CONT. ON CHAIRS l'-4* 2-STORY @ V �ST CONT. ON CHAIRS -, III t ALT. FLUSH BRICK 17-4'-@ 2 Y EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) SCALE: 1/2'=1'-0 FINISH (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONIC. SLOPE SLAB THICKENED SLAB EDGE SCALE: 1/2"=1'-0 PAVERS TYP. -#--U 4 � (1) #4 BAR CONT COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE: 1/2"=1'-0 CORNER BAR WITH 25" VERTICAL DOWEL SPLICE EACH MIN,. AS REQ'D IN PLAN SAME SIZE AS CONT. FOOTING STEEL ALTERNATE CORNER NUMBER OF CORNER TO SPLICE: PROVIDE CONT, STEEL RENE BARS BENT BARS EQUALS NUMBER OF CONT. BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE :q BUILDING CODE. NUMBER OF REBAR I 25" MIN. PER PLAN LAP SPLICE :F1:2:REINF. PLACEMENT AT FTG. CORNERS SCALE: 1/2"=1'-0 SCALE: 1/2"4-0 (1) #4 REINFORCMENT SEE FOUNDATION PLAN BAR CONT. CONC. PER SCHEDULE SLOPE TO DRAIN SHOWER RECESS SCALE: 1/2"=1'-0 C.OA.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 El THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E.#86025 FLORIDA 419/21 DATE .,\ ILIA I o.8602 o STATEAT 10 At - I 1111W \ O C:) U-) C 'llzr cf) cl? V .. 4 oo CC) O 00 "'Ln C14 -:V cn O bb NV F+y *PulteGn, uipr PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famfly SPECIFICATION LEVEL Pulte 40'-0" 13'-8" F03C '-0" 11'-8" '-0 F09C S1.0 24"x24"x12" CONC FTG w/ #4 S1.0 REBAR @ 6" O.C. EA WAY 26'-4" _ F11 �Fll_ S1.0 13'-0" S1.0 27'-0" o w/OPT. SCREEN w/OPT. SCREEN 2' 3 1/2" 8" 7'-0" 8" 4'-7" 8" 7'-0" 8" 3'-5 1/2" F12- ENCLOSURE ENCLOSURE S1.0 VERIFY M.O. VERIFY M.O. • •• •• •• ••I on • o w o z - -- I VARIES 0'-0" FO7 F01 S1.0 OL S1.0 _ o o � • a, '0 r 1'-O 1 /2" 11 1 /2" Lj- 8" 9'-8" 8" SOLID POUR r; SOLID POUR VERIFY 90.S.C. (a mi• • • • rF01 dCID 0-- I 3'-0 1 /2" 9" • I F07 — • S1.0 I o -5 1 2 00 Ln 0'-0" • S.C. F26 81.0 00 co I • 0 I • co S. C. 0 • '00QD REFER TO ARCHITECTURE FOR AC UAL WALL LOCATION F08 O S1.0 N 7 • REFER TO ARCHITECTURE FOR • ACTUAL WALL LOCATION Fog O VARIES I S1.0 S. C. A-- _I Tj Ln c"I START SLOPE �— HERE �' REFER TO DETAIL FOR • I I FLUSH ENTRY CONDITION • 20'-9n ;VARIES S1.0 'c" S.C. S.C. 'o I w o °o FO4 • I 7 F07 o S1.0 I S1.0 • I SOLID POUR SOLID POUR • S.C. S.C. • W470 7 1/2„ 7 1/2n VERIFY _ �' � �, FO6 • ;" M.O. o F04 F01 � �(IS1.0 _ • — ' _ • •• •• • 1 F01 FO1 0 T\\ S1.0 S1.0 loo• _� N o VERIFY M.O. I o N I N I VERIFY M.O. 3'-2" 7'-8" 14'-0" FOUNDATION PLAN 1'-8 1 /2n 1'-8 1 /2" 3'-2" 8" 16'-8" 8" 4'-7" 40'-0" LEGEND SYMBOLS 8x8 FlLLED CELL W/ #5 REBAR FOT-21 8x8 FILLED CELL W/ (2)#5 REBAR ® INSIDE FACE 0 8x8 FILLED CELL W/ NO REBAR REQUIRED <0 45• CMU - FILL CELLS W/ #5 REBAR 1202 FILLED CELL W/ (4)-#5 REBAR ELE ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0' XX DETAIL INDICATOR 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 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/9/21 DATE �ti1!!IIli/j X apMfN `f ��i .86 r T ©AiAL ; a o� Mo ? r ..4 v� M O VJ � � O 00 ink v � -N N U `Y' CC) c� O b� -c" V' N r� *Pulte- up- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte ._ i.Ji 11 111&;IYflAm.�d4iIII -I 1 r T WALL BASE PLAN SCALE: 1 /4"=1'-O" LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8" KNOCK OUT BLOCK WITH 15 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4" NOMINAL BEARING PER END 0 LINTELS OR AS REQUIRED BY MANUF. (NOTE -MOST MANUFACTURERS REQ. 8" BEARING ® SPANS > 12'-4") 3. UNTELS WITH A CLEAR SPAN LONGER THAN 12'-4" SHALL BE PRESTRESSED. 4. BOND BEAM ELEV = 9'-4" U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4" FOR ALL LINTELS 28" OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED QUANTITY OF REBAR AT r I BOTTOM OF LINTEL CAVITY F16-1B/1T LL QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D a 1-1/2' CLEAR a J CMU ao z go GROUT '. #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH LEGEND DETAIL INDICATOR XX 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 3'-4' DOUBLE 2x6 ------- S-5" - 6'-0' DOUBLE 2x8 ------- 6'-1' - 8'-6" DOUBLE 2x10 2 JACK STUDS EACH END. 8'-7" - 12'-6" DOUBLE 202 2 JACK STUDS EACH END. C.©.A.# ARCHITECTURE: AA26002802 C.Q.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/9/21 BATE 11111 E5 cl- CV O cl- 0 U O p O Mo ? r.i 00 � O � O O 00 n� �-I O -FJ N U r--a `Y' cz P r-' w bA cf N C) tpulteGini"z-up- 9—T o <M O 00 O 4 r--� cn 00 w -1 4.� a� O � Q � GIN cw o � PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte ,l`t��ti Jrt PLAN NAME Cedar f NPC CHILD NUMBER No 12810.500 SHEET Q 5T t?F 4V S2.1 1fltll#��'� 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 PRONDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFlCATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. C.O.A.# ARCHITECTURE: AA26002802 C.Q.A.# ENGINEERING. 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/9/21 DATE � �4 1rE OF �• +w rrrr01W. 1 \\��`� O Mo e--a 41 00 � O VJ � O O 00 n� M� uli �-I O v� d� Cc) al 1-4 N � PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL I Pulte a GnQ erreruAA�l lr STRUCTURAL SHEATHING, SEE PLAN AND DETAILS PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. MAX. -OR- 2x BLOCKING AT SHEATHING EDGES W/ 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS W/ (3)10d NAILS, 24.O.C. CONTINUOUS STRUCTURAL CENTER MAIL SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHIN( SHEATHING DETAIL NAIL PER TYPICAL SHEATHING DETAII TYPICAL TRUSS ANCHOR PER PLAN DETAILATTRUSS HEEL > 9114' TYPICAL 1,,,,,„, ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (Le. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 240 O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM PER PLAN DETAIL AT TYPICAL TRUSS w/ HEEL < 91141 ol ROOF TRUSS�ONASONRY 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 eX" = 10% HOUSE WIDTH —� x - OD 0 7r x RIDGE X GABLE END BOSTON HIP "X" = 10% HOUSE WIDTH x x — x RIDGE �/ GABLE END 9e Name- RWM-010 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS — OR — PER PLAN 2x4 BETWEEN EA. OUTLOOKER wA2) 10d TOENAILS IEDIMENT BLOCKING @ GABLE s VALLEY SET TRUSSES AT 24" O.C. SHEATHING PER PLAN. GABLE TRUSS PER PLAN ROOF SHEATHING VALLEY SET TRUSSES PER PLAN AT 24" O.C. MIN. 9" LONG 20 GA. ROOF SHEATHING FLAT STRAP w/ (8) 10df777 PER PLAN SHEATHING PER SHEATHING PER PLAN —OR— PLAN. —OR- ` _ _ 2x4 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW w/ (3) 10d EACH END. any (VALLEY SET OVER FRAME 1 1 V V I" PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24" O.C. STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 20 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6' 6" USE ONE 20 "L" BACK. SHEATHING PER ARCH 10 FURRING AT INSTALLED PER MANUF, MAX. 16" O.C. w/ 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 20 "L" (3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). S01 EXTERIOR CEILING FURRING 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 11-1�j 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 ATT T E D GON A GABLE x, "X" = 10% OF HOUSE WIDTH —� u C� RIDGE 0 ACH H IA AL T 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. VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. -T---------- T--,---- - 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 z/z ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. 0 APPROX. 45-DEG ANGLE, O SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T"' LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8" O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" CMU ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. STRUCTURAL SHEATHING WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT x NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF 016" O.C. e MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER TRUSS w/ 12d's AT 4 O.C. DI AM C/1D DAVCD DC A11 AT %1A111 TCD nnKIRMAKI CCC 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 QSB PANEL EDGES @ 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. NU I L5: 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 1 L!\I\. I V11 1\!ll\LV ULlll\I Ill YIIVLiLV VVI\UI IIVI\, JLL / CONT. 2x4 PLAN AND DETAIL. \ 20 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN STRUCTURAL TOP SHEATHING SEE PLAN NAILS @ 8" O.C. BUTT JOINT ALLOWED FOR ATTACHMENT (48" MIN MEMBER LENGTH), BRACED REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING BRACE SPLICE SHOWN PER PLAN 2 4 BLOCKING AT 48" 0 C - \ 3xTRUSS BAYS 2x6 NAILED 0 BOTTOM FRAMING WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 GABLE�ENDTRUSS BRACING DETAIL GABLE END 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. 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 ►1;I�l:l1l[eTJIT;T 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. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32" MAX. SPACING IF LENGTH IS LESS THAN 4'4 USE 2x4 "L" BACK, IF LENGTH IS GREATER THEN 4'4 USE (2) 20 "L" BACKS. NAIL "L" BACKS w/12d 012"0.C.(NOTCHED 0 TOP w/2-12d TOENAILS "I BACK -EXTEND 6" PAST LOWER ROOF SHEATHING R09C PARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE (8) 10d NAILS EACH ' CTURAL (THING SEE PLAN ATTACHMENT ENGINEERED SES AT 24" O.C. 2x4 BLOCKING AT 2'- O.C. w/ (2) 12d TOE EACH END TO TRUSS SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" MAX. GAP FROM TOP OF 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING FOR VERT. REINF. WALL BRACING AT NON -BEARING EXTERIOR WALL R07 2x4 PURLIN 0 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. 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 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). �2x 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 J SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED 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. — 2x4 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 WOOD FRAMING PER PLAN R09B DUTCH HIP WALE TRU�SBRACING D��jtlL B ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. CMU WALL (4) 1/4" 0 c 2-1/4" MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 CONDTIONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED 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. R13 MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) 132.11*2 Mal'.�. � I " r r y w 11112 r r ffi y.7��I�■jIIIIILm ® • r E II ® r IE r C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/9/21 DATE 0 $TWITS f1��f1I1I11�t4 O O t / rq •I"•+ 00 c VJ � 00 11, n� F--I � %-1 O � Cr u lei m c� W � Q bb aUO s N a�� tPulte" up- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte UAD17/WTAi VAII Wt' ° °o ° ° ° ° ° ° o ° ° ° ° °--NOTE: ° ° o a ° a ° ° ° ° ° SHEATHING PROVIDE BLOCKING EDGES. ° AT ALL o a ° ° a ° a ° ° a 0 a a a a a a a O a a a a a O a O a O0 0 a a a a a a a NAIL 12" IN 0 0 0 0 a a a 0 ° SPACING AT FIELD ° 0 0 0 o 0 o a a a o ale EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED F7/16" SHEATHING 8d 3" O.C. 3" O.C. 12" O.C. ALL EDGES 01KIn-1 C AI A II Cr%nr 'On A 1*%Ikln 1 /2" nAll Ini r AI A II rnnr C%rl A ^Ikl^ of Ir A 171111 A I t I ATrn AI EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" MIN 8d 3" O.C. 3" O.C. 12" O.C. ALL SHEATHING EDGES STRUCTURAL SHEATHING SPACING @ 12" IN FIELD SINGLE NAIL EDGE SPACING STRAP INSIDE FACE OF WALL PER MTS16 FROM EA. TRUSS W10 WHEN TRUSS STRAPS TO HDR. INSTALLED ON INSIDE (NON -SHEATHED) FACE OF WALL EDGE NAIL SHEATHING SIMPSON H2.5A @ TOP & BOTTOM OF PER PLAN DBL 2X TOP PLATE BOTTOM 2X OF TOP CRIPPLES AS REQ'Q, OPENING FRAMING (JACK STUDS ONLY) PLATE TO BE SPLICED OVER A STUD. STRAPPING AT INTERIOR PROVIDE 48" LAP SPLICE w/ (3) 10d FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES DBL 2X TOP PLATE. BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 16' O.C. PLATE TO BE SPLICED OVER A STUD. PROVIDE 48' LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO CONT. w/ 10d COMMONS AT 16" O.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 WALLS PER W10 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 @ EXTERIOR 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 STUD SPACING PER PLA NAILING �2x4 BLOCKING 2 GABLE END SHEATHING DETAIL STRUCTURAL SHEATHING PER PLAN SHEATHING SPLICE -SAME THICKNESS AND (!! I<n STRENGTH AXIS ORIENTATION AS WALL SHEATHING TYPICAL SHEATHING DETAIL FWO W01 STRUCTURAL SHEATHING. STRUCTURAL SHEATHING. REFER TO STRUCTURAL REFER TO STRUCTURAL INT. FINISH WOOD BUCK ATTACHMENT: SHEETS FOR NAILING & INSULATION AS PER SPECS. SHEETS FOR NAILING & INSULATION AS 1x CUSTOM P.T. BUCK TO MASONRY OTHER REQ. OTHER REQ. PER SPECS. 1xWOOD MATCH FRAME WIDTH, ATTACH wITNAILS @ 12 PRE—ENGINEERED ROOF TRUSSES. 12 PRE—ENGINEERED ROOF 1xP.T.BUCK 4'FROMENDS AND 1TO.C.REMAINDER ATTACH WNDOWTHRUBUCK WTOMASONRY PER EL REFER TO TRUSS MFGR. DRAWINGS, PER TRUSSES. REFER 5 ATTACH WNDOWPER PER FLORIDA PRODUCT APPROVAL ROOF SHINGLE ELEV. TRUSS MFGR. DRAWINGS. ° FLORIDA PRODUCT (OR TILE PER SPEC) ROOF SHINGLE • as APPROVAL ALTERNATE: TRUSS STRAP PER (OR TILE PER SPEC) ... SILICONE SEALANT 2x OR GREATER BUCK TO MASONRY STRUCT. DETAILS TRUSS STRAP PER BULT-UP THICKNESS < 2114' =11410 x 4' nnn STRUCT. DETAILS FINISH PER ELEVATION TAPCONS@4'FROM ENDS AND I2'O.C. OILREFER TO PLAN OILREFER TO PLAN _ REMAINDER. wl 1114' EMBEDMENT L Li FASCIA PER COMMUNITY SPEC FASCIA PER COMMUNITY SPEC TYPICAL WINDOW ATTACHMENT DETAIL w. W14 wale: File Name: SOFFIT &OVERHANG PER SOFFIT &OVERHANG PER N.T.S. WGM -140 SPECIFICATIONS SPECIFICATIONS BOND BEAM PER PLAN BOND BEAM PER PLAN WOOD BUCK ATTACHMENT: NT.fNISH 2x OR GREATER BUCK TO MASONRY PRECAST LINTEL PER PLAN 1xW00D BUILT-UP THICKNESS < 2114,=11410 x4' 2x P.T. BUCK TAPCONS @ 4' FROM ENDS AND 12' O.C. REMAINDER w11 U4'EMBEDMENT OPENING w/ PRECAST ATTACH DOOR PER SEE STRUCT. FOR ALL SILL PER PLAN FLORIDA PRODUCT REINFORCEMENT • :..:a APPROVAL ALTERNATE: REQUIREMENTS BRICK MOLD 1x CUSTOM PT BUCK TO MASONRY SEE STRUCT. FOR ALL MATCH FRAME WIDTH, ATTACH wl T NAILS REINFORCEMENT FINISH PER ELEVATION @4'FROM ENDS AND I2'O.C.REMAINDER. REQUIREMENTS ATTACH DOOR THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL EXTERIOR EXTERIOR TYPICAL DOOR ATTACHMENT DETAIL INTERIOR INTERIOR W15 wale: Fite Name: SEE STRUCT. DETAILS FOR SEE STRUCT. DETAILS FOR N.T.S. WGM-150 VARIATIONS VARIATIONS OdL0,—O" 0'-0' SRRIORCONC.WALL FINISHED GRADE FINISHED GRADE a: a MONOLITHIC FOUNDATION, SEE MONOLITHIC FOUNDATION, SEE GARAGE DOOR AND TRACK,INSTALLED STRUCTURAL DETAILS FOR WIDTH, STRUCTURAL DETAILS FOR WIDTH, PER MANUFACTURERS SPECIFICATIONS. DEPTH &REINF. REQ. DEPTH & REINF. REQ. TYP 1-STORY WALL SECTION TYP 1-STORY WALL SECTION W30 �U W31 rU ' 2X6 WOOD BUCK ANCHORED TO CMU w1 112'x VI! BOLTS OR 518'x FSIMPSON TITEN HDS wl 25WASHERS AT 24, O.C. & FRAME TO BUCK TO Wf THIN 6' Of TOP AND BOTTOM, OR (2) MASONRY ROWS OF 114' x 3' MASONRY SCREWS @ 12' O.C. STAGGER ROWS 6' FROM EACH a END EXTERIOR CONC.WALL 114' DRIVE-IN ANCHOR GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. 112'x 2114' HILTI SLEEVE ANCHOR OR EQUAL MIN. 11/? EMBED INTO MASONRY (1) PER BRACKET FRAME TO MASONRY TYPICAL GARAGE DOOR ATTACHMENT aaale: N.T.S. File Name: WGM-160 NOTE: FOR EXTERIOR BEARING WALLS ONLY PICAL FRAMED BEARING WALL REBAR, CONT. IN ID BE D BEAM PER PLAN REBAR VERTICAL PIED 25" MIN. U.N.O. REBAR VERTICAL IN ID FILLED CELLS, PLAN). REBAR VERTICAL PED 25" MIN. U.N.O. i" CLEAN OUT AT ALL ED CELLS. FOUNDATION PLAN DETAILS FOR FOOTING JFORCING. TRUSS BOTTOM CHORD PER MANUF. @ 24' O.C. �— EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM I I I 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' D.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT II II II II II II II II II II BEARING PIN NOTE: TYPICAL TYPICAL FOR INTERIOR 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 FROMAPPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING TYPE A 8 LINTEL 8" TYPE B 8 TYPE C 12" TYPE B 12 TYPE C 14" TYPE B** 14 TYPE C 16" TYPE B 16 TYPE C 20" TYPE B 20 TYPE C 24" TYPE B 24' TYPE C 281, TYPE B 28 TYPE C 321, TYPE B 32" TYPE C 2'10" 1' 6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 3' 6" 2'2" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 410" 2'8" 1783 2561 2751 3280 3820 4890 5961 7034 8107 2561 4605 5206 6113 7547 8974 10000 10000 4'6" 312" 1343 1969 2110 2992 2931 3756 4576 5400 6224 1969 4375 5206 6113 7019 8672 10000 10000 41811 3'4' 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 1 4766 5817 7074 8203 5'411 4'0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5'10" 4'6" 860 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 6'6" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 7'6" 6'2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 8'411 7,0„ 498 699 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 9 2' 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 11'4" 10,01, 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 1694 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" 1218" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14'8" 13'4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 15 4' 14,0' N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 17'4" 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" 1810.. 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" 1818.1 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* LESTRESSED W/2" RECESS U-LINTELS 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 111rIUML/ W19 TYPICAL FILLED CELL DETAIL C.O.A.# ARCHITECTURE: AA26002802 C.O.A,# ENGINEERING: 2349 t } THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86D25 FLORIDA 4/9121 DATE�tt11111!/ • cA .sue •% CD cV 0 U 0 O �O M t'J 00 O 0000 'T %I O -FJ N Cos _c; bIJ 0 ;N rmniiiiiill as 4-4 N � tPulteGroup- r s N � v 70 E I m •VE4 IV o_ C M s 00 O N LO 00 �fl � as Q H � O w PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte 1 �f s