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HomeMy WebLinkAbout6247 Bradford Woods DrI w ALL WORK $HALL CompLl� CODE'S�� d WITH PREVAILING dVATdC7d`dA r .� 0iNG CCd�E. AND T L C)F � C c: ODE ORDINANCES O ZEPN1'RMILLS REVIEW DCITY OF PLAN EXAiv M I 03-23-2019 APPLICABLE CODES — THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL -2017 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB GENERAL NOTES WIDTH CMU-BASE PLAN DEPTH 40'-0" 1 58'- LOTSPECIFIC AREA TABLE, Description :CONDITIONED SPACE :NON -CONDITIONED SPACE CMU-COVERED LANAI CMU-FRONT PORCH FM1 OR C1 OR C01 OR FM2 OR C2 CMU-GARAGE TOTAL Sheet Number GO.01 GO.02 1662 SF A1.11 1662 SF A2.01 A2.02 117 SF E1.11 25 SF E1.12 463 SF P1.11 SO.OA 605 SFS1.OA 2267 SF S1.1 A S1.2A S2.OA S3.OA S3.OB LOT SPECIFIC OPTION SELECTIONS Elevation Choices Florida Mediterran an (FM102) irs oor Plate Height Choices 9 —4 Plate Height Kitchen Layout Choices Layout 1 Laundry Layout Choices Layout 1 Additional Hose Bib Location Rear Exterior irs oor Wall CMU Exterior Wall Garage Handing Garage Right' Garage Water Heater Choices Electric Water Heater Garage to House Entry Stepped Entr Uathering Noom Ceiling Flat Ceiling Gathering Room Door Choices Window 1 Owner's Bath Layout Choices Owner's Bath Layout 1 Owner's Suite Ceiling Choices Flat Ceiling Covered Lanai Covered Patio oyer Entry Door wing Door Swing In Wind Speed Choices Wind Speed 140 High e oci y Hurricane Zone INon High Velb'city"Hurricane !Configuration Choices !Configuration B 1 SHEET LIST TABLE 'heet Title :over Sheet ;eneral Notes st Floor Plan ront Elevation & Details ice & Rear Elevations &Roof Plan st Floor Electrical Plan st Floor Electrical Plan Options st Floor Plumbina Plan LOT SPECIFIED PLAN INFORMATION Customer Name * Market Home, 6871-07401 Haaress 6247 BRADFORD WOODS DRIVE ZEPHRYHILLS Community 6871 JOAKS OF PASCO 6871-07401 1 ---- 33542 N F s 9 0 + ? m� a 0 Cn `00 � a v � r rQV � ;~ � w 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 G0.01 R A Q 3 U) z CD CV O 0 N 0 CV N N E CJ CD W E_ 0 a GENERAL NOTES GENERAL NOTES VENTILATION / ATTIC ACCESS — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — DO NOT SCALE DRAWINGS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES VENTS ONLY PER R806.2 — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 DRYWALL — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC — �" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS TERMITE PROTECTION LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING ACCESSIBILITY VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR IP SHALL BE ISSUED TO THE BUILDING DEPARTMENT — 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 ie- Ite rou — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF TREATMENT — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER THAN 30 SF WITH A TUB OR SHOWER U4 a o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS ' — INSPECTION FOR TERMITES o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF REQUIREMENT. o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS THE ROOF FRAMING MEMBERS o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 o MIN. ATTIC ACCESS SIZE IS TO BE 22"x3O" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC POCKET DOOR ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES SPACE SITE ADDRESS FIRE—RESISTANT CONSTRUCTION — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION, THE ADDRESS SHALL BE NO — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY EXTERIOR THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR — WATER RESISTANCE A 20—MIN. FIRE —RATED DOOR GUARDS AND WINDOW FALL PROTECTION o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS GRABE (WITHIN 24" HORIZONTALLY) OR A.F.F. OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. �� — "' GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE — GUARDS SHALL BE MIN. 36" CEILING WITHOUT HABITABLE ROOMS ABOVE ■ THIS IS NOT REQUIRED OVER CMU o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE — 5/8" GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE OF THE STAIRS — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER — �/" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE R703.4 — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED — EXTERIOR PLASTER — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 OR ASTM SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS STAIRS C1787 AND R703.7 - MIN. CLEAR WIDTH 36" — LATH WINDOWS/DOORS o HANDRAILS SHALL NOT PROJECT MORE THAN 4" ON EITHER SIDE OF THE STAIRWAY o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — MIN. HEADROOM 6'-8" OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1h" LONG, 11 GAGE NAILS HAVING — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 r MAX, RISE 7-3/4" A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1-787, OR AS OTHERWISE APPROVED. o O DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS — MIN. TREAD DEPTH 10" o OPENINGS S iALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND - HANDRAILS MIN. 20" D o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), a 34"-38" ABOVE SLOPE PLANE corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 � o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED THAN FOUR RISERS with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 PATH WITHOUT GOING THROUGH A GARAGE p 1 �/"-2" GRIP SIZE OR GRASPABLE FINGER RECESS inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. o MIN. HEIGHT 78" ELECTRICAL — SIDING o FINISHED FLOOR SHALL BE MAX. 1 1/2" BELOW TOP OF THRESHOLD — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS o IN EACH SLEEPING ROOM — MASONRY — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 o OUTSIDE EACH SLEEPING ROOM o BRICK IS TO BE INSTALLED PER R703.8 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o ON EACH ADDITIONAL STORY o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 o FIXED AND OPERABLE PANELS IN DOORS o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED SHOWER ROOFING POSITION — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER — UNDERLAYMENT R905.1.1 underlayment for asphalt, metal, mineral surfaced, slate and slate —type roof GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS coverings. POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS o Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate o WINDOWS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED and slate —type shingles, and metal roof panels shall comply with one of the following methods: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING - THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE ■ A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR over the entire roof. • WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM • BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED D1970 or a minimum 3-3/4 — inch wide strip of self —adhering flexible flashing tape • THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI complying with AAMA 711, applied over all joints in the roof decking. A felt underlayment AND CIRCUIT BREAKERS OR RECEPTACLES complying with ASTM D226 Type II, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN underlayment meeting the performance requirements specified, is required to be applied over ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS the FBCR for fastener type and spacing). o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND ■ Two layers of felt underlayment comply ASTM D226 Type II or ASTM 4869 Type III or IV, or WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT two layers of a synthetic underlayment meeting the performance requirements specified, SURFACE — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE lapped and fastened as specified. WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING — FLASHING R903.2 FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o WET AREAS o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT shall be installed in a manner that prevents moisture from entering the wall and roof through TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS joints in copings, through moisture permeable materials and at intersections with parapet walls and LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. other penetrations through the roof plane. SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 — A WOOD — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 INSULATION Z5 a - CD O N CD 0 U O a- w ` 0 Gn Ln ('WJ CD rM e--4 OQ � o Q � N � N � t Ur co C) 'TS o 0rmn� c� C" Cr N � O O cv OU w O a, N Qj � Q C� � o � W o W PRODUCT MANAGER 7 RELEASE DATE: XX XX XXXX WVJ DALEWW70 PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET GO.02 Ll VA I A a FIRST FLOOR PLAN SCALE 1 /4" = 1'—O" (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) 1 Z'_ n" 19'-910 1 d'—Q1/" JP ZONE DETAIL .=11-0. 7-1/4� 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 IDARD =BENCH ONLY (Al NOTE: 1: BENCH, WAINSCOT & " IF WALL WIDTH IS >3'-6" - ADD VERTICAL CUBBIES* (A B&C) CUBBIES, MAINTAIN MIN. 2'-6' SEAT 0- CD N O N f- S C!) d O U O w ` ('W' O O MC ? W 0 r ^ V) O O 00 n� crN U n `r--q d� m c*� • c) V O � w 0 '"'III cf 41 N = '*Pulte(.' ..lkz O N 1 di M 00 w cn 4� a, O N n � o � s Q 0 0 PRODUCT MANAGER RELEASE DATE: XX XX XXXX REV DALE fSCRI TM PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A1.11 mommoomm. W /o� ? r� VJ Q .00 Q� �o �c7N N � tPulteGraij. O O � r� l� M M � w ~ H W � N Z cu o o C � W � W � � H Z x � w PRODUCT MANAGER RELEASE DATE: XX XX XXXX DA-E/DESMPnQN PROJECT T)?E Single Family SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2.01 ROOF PLAN SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) OL TRUSS BEARING 9'-4" 8 -0 T.O. WDW d- 00 "li_" 0 -0 FINISH FLOOR SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 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. VENTS SQ. FT. SQ. IN. LIN. FT. 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 --------------- I 3---�-- ;OPT. GRIDS PER-�--;�-- COMMUNITY SPEC -co ------------- OPT. 4" BANDING REAR ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) OIL TRUSS BEARING 9'-4 OIL„ \-F 8'-0" T.O. WDW CD 00 li-\ 0'-0" FINISH FLOOR ' a LA -------------- OPT. GRIDS PER :------------ COMMUNITY SPEC OPT. 4" BANDING SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11 x17 PAPER) TRUSS BEARING 9 -4 OIL e 8 -0 T.O. WDW d- 00 'ilk 0-0 FINISH FLOOR ` ('W' O O � M0 � rMq W �00 Q � iH O v a� .r.� N U `ir' v__q d'+ czS � o � wbJD C'1r) N w o O L o M M 00 w °� v 0 •� W —E-' Q W cn W al o � W 0 � � Q N � 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 A2.02 I FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) � ELECTRICAL SYMBOLS 11 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER #V/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ODW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 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 7� LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE c LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE 0 SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT © THERMOSTAT -� PB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ GARBAGE DISPOSAL CHIMES P9 DOOR BELL CHIMES (GFCI PROTECTED) 0/y GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV MEDIA S MEDIA /SWP BOX I 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 P 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 'Tb—�� ��- -I 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 2PN ELECTRIC METER IN NEMA PANEL ijrlQ 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 0L _ I I II — 111#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE ('WJ co M� C? n W W o O 00 Q � �-1 O r--a c� 'tom .O 4-1 N =-j tpultw r w. cV c� 00 c� w � U_ Q N �y (a) E--I U r o H x 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 E1.11 OPT FLOOD LIGHT -----------------------------------------------_ ______ OPT LIGHT _====----------- -_------E�OOD 2'-'0" 2'-'0" 3- CAFE OWNER'S SUITE k ` > OPT. --------- _ OPT. < OPT. CID - -- _ R `1 F- OPT. <� , v> OPT. LP 3'-6" 3 -� 3 -4Y = N I I c:, COVERED LANAIOPT. 0 �' '` � z R GATHERING ROOM* -OPT, OPT. y�PT. OPT' 8'-6" OPT PH Fj I _______ . <^ "> OPT. FL OUTLET ` . PT,� I o f I �J � I ,y o 00 ° Oo I p� C14`0T 0. BATH FRyOPT. OPT FL'q ;� �� I I KITCHEN I 4'-6" 3'-5" 3'-5" ; P I li avo n ido ;' WIC 1d0 ---- ---- I I BEDROOM 2 =_ I II <. > LAUN ' ��*�O' I I I R - --------� I II OPT. „> PT I II I I I II II O I I II II 2'4 3'-6r 3'-6Y" I I I II II I II II II L IOPT. F- -1 I I L--J I I I Q FOYER --------------- ° BATH 2 OP T. �Tv; " N I R OPT. LF I , N , BEDROOM 3 PORCH OPT. W' OPT. COACH LIGHT ---------------------------------------------------------------------------- --------------------------WP/GFCI _-'- _____________ - - IN SOFFIT --___-___-_ __________________ IN SOFFIT - "- -------------------- - -- WP/GFCI - ----------------------------------------------------- FIRST FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 4220V STANDARD AFCI 220 OUTLET ®pW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT F<> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -<>PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE �> LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE �> SMOKE DETECTOR ID EP ELECTRIC PANEL oS (AFCI PROTECTED) Et METER SC SMOKE/CARBON MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) © THERMOSTAT EMERGENCY LIGHT —EPB PUSH BUTTON p TELEVISION OUTLET SWITCH CHIMES TELEPHONE OUTLET GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER MEDIA S MEDIA /SWP BOX DATA/TV DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44"JAFF DEDICATED OUTLET FOR WASHER AND DRYER 32" MICROWAVE / RANGE HOOD 78" BUILT-IN MICROWAVE 66" NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT 11 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 D COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL sirR 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I II1#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE w ` O ( IWJ co W VJ O 000 %-1 O C-4 U c� cIZ -c$ � w 0 bb ?mmm� co N � *Pul r n .F=. u') O o N :v O f ri c� c� l7' Q N � Q w � � w o 0 0 0 w � � � r--I PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1.12 a E 0 0 0 CV O N c N N .a E 0 0 J d THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY HB — — — — — — — — — — — — — — _ I i CAFE OWNER'S SUITE I I COVERED LANAI I GATHERING ROOM N 10'-3" 11" 7'-lY" 40 2'-3" O i I� � IN It O OX7� ° CV I( o o lol O N qk Ik KITCHEN C 0. BATH P WI C CC -� I BEDROOM 2 z I II I II I 11 I 11 I II I II I II L \ N I I 11 I 11 I II NOTE: ALWAYS LOCATE I 11 DRYER TO RIGHT WH I OF WASHER I L--J I Q FOYER " 3-� 3-� 40 N BAH 2 2 CAR GARAGE BEDROOM 3 PORCH f o FIRST FLOOR PLUMBING PLAN SCALE 1/4" = l'-O" (NOTE: SCALE 1/8" = l'-O" ON 11x17 PAPER) w ` Q O (IWJ C? � o0 c� o (l O O 00 n� � O cn ccS O as c*7 � N� eG z..h . PRODUCT MANAGER RELEASE DATE: xx/XX/xxxx PROJECT TYPE f Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET pill 3 0 0 N 0 0 0 CV O N 0 N N E U N w O a 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: F. REINFORCING STEEL: S L CONFORM TO ASTM A-615 GRADE 60. FOOTING BARS A SHALL 1. WALL BARS AND COLUMN BAR SHALL NF AND BOND BEAM BARS CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO BE: CLASS W. MINIMUM AP 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 R 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. 6=8 in +/- 1/2" -1/2" 1. uraron Lvnu3: TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2" ROOF DEAD LOADS METAL ROOF TC LOADS 10 PP G. WOOD FRAMING: SHINGLE ROOF TCDEAD DEAD LOADS O F TILE ROOF TC DEAD LOADS 15.0 PSF 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL ROOF BC DEAD LOADS 10.0 PSF WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NDS. ROOF LIVE LOADS 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. TC LIVE LOAD 20.0 PSF (REDUCIBLE) 3. INTERIOR LOAD BEARING WALLS SHALL BE 20 SPF OR SP NUMBER 2 OR BETTER @ 16" O.C. MAX. (U.N.O.). BC LIVE LOAD w/o STORAGE 10PSF BC LIVE LOAD w/ STORAGE 20.0 PSF 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 2x4 SPF, SP, OR METAL STUDS 9 24" O.C. MAX. FLOOR DEAD LOADS 11.0 PSF 5. LUMBER IN CONTACT WITH ROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. WOOD FRAMED DEAD LOAD 11.0 PSF 6. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) SIZE OF SAME SPECIES, GRADE AND PLY COUNT. BALCONY DEAD LOAD 15.0 PSF b.) FOR 2x4 STUD WALL PROVIDE: (1) 20 KING STUD AND (1) 2x4 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 18.0 PSF c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. INTERIOR WD WALL 7.0 PSF 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH r TOLERANCE (2-PLY MIN), STAIRS/LANDING 40.0 PSF UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8" O.C. FOR EACH, U.NO. WIND SPEED PER ASCE 7-16 140 MPH 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. RISK CATEGORY II 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. EXPOSURE "C" UNLESS NOTED OTHERWISED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS R 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 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. 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 H. PREFABRICATED WOOD TRUSSES: APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE Q Q 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. 2. FLOOR SYSTEM ENGINEER. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. C. FOUNDATION: 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. 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. PLACEMENT. 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE 2. ALL FILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8'. CONFORM TO DELEGATED TRUSS SYSTEM ENGINEER. ASTM D 1557. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE 8. ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL BE DETERMINED BY THE DELEGATED GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. TRUSS ENGINEER 4. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTEHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. I. ANCHORAGE: 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. 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 D. CONCRETE: BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3"x3"x0.229" PLATE 1. CONCRETE SHALL CONFORM TO THE "BUILDING REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION) WITH WASHERS ARE ASTM/ASME B18.22.1. MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND [CC -ES AC193. PRE -APPROVED 2. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. EXPANSION ANCHORS SHALL BE: SIMPSON "STRONG -BOLT TPER FL PRODUCT APPROVAL #15731.1. 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR SCREW ANCHORS SHALL BE: SIMPSON TTEN HD'PER FL PRODUCT APPROVAL #15730.7. CAN ONLY BE INSTALLED IN DRY, b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR 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 c. FORMED CONCRETE WITH EARTH BACK ALL - 2 INCHES CLEAR ADHESIVE ANCHORS SHALL BE: SIMPSON 'SET-XP'PER FL PRODUCT APPROVAL #15730.6 R SIMPSON 'AT-XP'PER FL d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE PRODUCT APPROVAL 116230.1. SIMPSON AT-XP' MAY BE SUBSTITUTED FOR SIMPSON SET-XP'. MIDDLE TO UPPER Y� Of SLAB AT 3-FT SPACING OR IN ACCORDANCE w MANUFACTURER'S SPECIFICATIONS / 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: 7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED PLACING CONCRETE. POWDER -ACTUATED FASTENERS SHALL BE: SIMPSON POWDER -ACTUATED FASTENERS'PER FL PRODUCT 8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY APPROVAL #15730.4. 9. REINFORCING WHICH MAY CONFLICT. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED M SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. CONCRETE SCREWS SHALL BE: SIMPSON TTEN SCREWS'PER FL PRODUCT APPOVAL #2355-R4. 11. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM 7. ADHESIVE ANCHORS SHALL BE: SIMPSON SET"PER FL PRODUCT APPROVAL #15730.5. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL CONTRACTION JOINTS IN A 3.5' SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS 8, PRE -APPROVED SUBTITUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: CONTRACTION JOINTS IN A 4.0" SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS a) 1/2' DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND 4-EDGE DISTANCE. b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). b) 1/2' DIA. SIMPSON TTEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE. c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER FIBER LENGTHS SHALL BE Y2' TO 2 Ya" IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM 9. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION R COMPLIANCE WITH ASTM C1116 WHEN a) 1/2" DIA. SIMPSON TTEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. REQUESTED BY THE BUILDING OFFICIAL. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2" DIA. F1554 GR, 36 ATR W/ NUT & WASHER. C) CTRACTORALL FROMEMISSINGEOR E. MASONRY WALL CONSTRUCTION: PO TrINSTALLEDSHALL AN HORSTAIS APEP AR CEMENT F MISPLACED CASOTRIN-PLACELLING ANCHO S,OIHER 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. 10. PLACE ANCHOR BOLTS AT 4" MIN AND 12" MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH 2. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE 11 MASONRY WITH UNIT STRENGTH OF 1,900 psi OF THE PLATE, A MINIMUM OF 1 3/4" FROM CONCRETE EDGE, AND SPACED AT 24" O.C. MAX. ON THE NET AREA (fm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8' x 8" x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. CORROSIVE CHEMICAL TREATMENT. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE "S' OR "M". 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN 4. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 2500 PSI. 13. BOLT HOLES SHALL BE 1/16" MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. OR NUTS AGAINST WOOD. 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. 14, CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. 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. J. WOOD STRUCTURAL SHEATHING: 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. 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. 10. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) 15 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK ATTHE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAP H K. FIELD REPAIR NOTES: AND 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" 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 l" 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 SOLD 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-%" FROM ANY EDGE FOR Y' BOLTS AND 3 r FOR V AND %' 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 r x 6', OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE "SET' EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6" MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL 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 %" AND 1 Y2", GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 V, CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS (1-3/8"FOR A 2X4 STUD OR 2-3/16"FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -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' SIDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'#"-SDS3 NTH (12)-1/03'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 507 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 IRS GALVANIZED 6-GAUGE METAL TIE THAT IS AT LEAST 1-1 2°WIDE AND MUST BE THROUGH. THE REQUIRED REPAIR I A1 / 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 PATE 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 0 PARTIALLY ENCLOSED AREAS INCLUDING BUT NOT LIMITED TO LANAIS PORCHES AND BALCONIES 5 8"MINIMUM EXTERIOR FOR ALL / GRADE SOFFIT BOARD WITH A CEMENTITTOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF q SIM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7 ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS KAYCAN VINYL SOFFIT IS INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1 3. 12" WIDE SOFFIT PANELS ATTACHED TO BUILDINGS AND EAVES WITH 12F-1 & 12F-2 SYSTEM REQUIREMENTS AS NOTED IN EVALUATION REPOT FL12194-R9 ARE CAPABLE OF WITHSTANDING MAXIMUM COMPONENT & CLADDING DESIGN PRESSURES OF +/-40PSF. FOR DESIGN PRESSURES EXCEEDED +/-40PSF, SOFFITS SHALL BE ATTACHED PER 12F-3 OR 1217-4 SYSTEM REQUIREMENTS IN EVALUATION REPORT FL12194-R9 AND ARE CAPABLE OF RESISTING MAXIMUM COMPONENTS & CLADDING DESIGN PRESSURES OF +48PSF &-64.2PSF Roof Pressures Wall Pressures � � C Positive Width Height Effecfive:: Pressure Pressure! fpsAf 25SH (2) END as 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 = 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.Q.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 n THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1 /6/21 DATE lr`;11 l l l l t STA.T • �i ORION - o0 O �+ m M 1 Q� �o 00000 ^ 1 �-1 O Q V •O bbz N 0 PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Single Familv SPECIFICATION LEVEL Pulte (1) #5 REBAR w/ 25" LAP U.N.O. CMU COL. PER 8" C.M.U. FINISH PER ELEV. PLAN -0'-0" FINISH GRADE 00 MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS "02ST 9" STARTERCOURSE Y ALT. CMU SEAT 0 -1Y" �01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB SCALE: 1/2'=1'-0 3/4' RECESS IN SLAB 10 1/2" 8" C.M.U. WALL FINISH PER ELEVATION FINISH FLOOR SLOPE -i —..!..---�__IL ---------MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2"=1'-0 RECESS WITH PAVERS 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS @ IC O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS 0 12' O.C. STEP PER PLAN �SSL�OPEPF'.*.�', . Fiv-p" 0 6 1/2" (1) #4 ROD CONT. ON CHAIRS UNO STEP CONDITON 8 THICKENED SLAB (a. GARAGE (NON -BEARING) SCALE: 1 /2"=1'-0 CLEAN COMB PVC SLEEVE i'-4' 0 2 STORY F13 _ BEARING PENETRATION_ DETAIL DE 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 P; w/REBAR AS NOTED '.: �`. ON FOUNDATION PLAN •. --f »: (IF REQUIRED) — PER PLAN MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1/2" l'-O 3/4' RECESS IN SLAB — FINISH FLOOR 2x P.T. PLATE SECURED TO SLAB w/ — 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d GUN NAILS 0 12' O.C. START SLOPE HERE - PENETRATING PVC SLEEVE milts CMU COL. PER PLAN —#5 REBAR w/25" MIN LAP -O'-O" SLOPE CD uj m � CONCRETE FOOTING— w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) — PER PLAN Hers) MASONRY WALL CORNER ON SPREAD FTG, i 8" C.M.U. WALL FINISH PER ELEVATION 0SLOPE =a —I — MONOLITHIC FOUND. III w/(2) #4 DIA. RODS CONT, ON CHAIRS. 1'-0" 1'-4" 0 2 STORY RECESS WITH SLAB FLUSH CONDITION 2x AT 24"O.C. MAX. 1/2" G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS #5 REBAR w/25" MIN LAP (1) #5 REBAR AT EACH FILLED CELL CMU STRUCK BOTH WAYS Q POURED CURB FINISH GRADE 00 o —MONOLITHIC FOUND. w/(2) #4 DIA. RODS 1'_U� CONT. ON CHAIRS 1'-4 0 2 STORY Fo4 EXT. MASONRY WALL @ GARAGE SCALE: 1/2"=V-0 �� SCALE: 1/2"=1'-0 2-1/2" 0 IMPACT GROUT BED DOOR DOOR PAVERS PER SPEC PER SPEC Q -� PAVERS PER (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS i VARIES) F. SLOPE 0'-0' F.F. SLOPE ..... . . .... . PER PLAN x 00 III=III—III=11 —ICI—ICI III ��I �� 00 o ;.�, �•".:"a.— _ ICI —ICI <.: il�I�; 1� MONOLITHIC FOUND. MONOLITHIC FOUND.---"" 1'-4�12-STORY w/(2) #4 DIA. RODS CONT. ON CHAIRS w/(2) #4 DIA. RODS 1' 4" CONT. ON CHAIRS 2-STORY EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) SCALE: 1 /2'4-0 SCAT F: 1 /2"=1'-0 (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. FINISH GRADE SLOPE SLAB •:r. ` z THICKENED SLAB EDGE SCALE: 1 /2"=1'-0 (1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" BAR CONT. Q a CONC. PER SCHEDULE SLOPE TO DRAIN SHOWER RECESS SCALE: 1/2-4-0 SCALE: 1 /2"=1'-0 CONCRETE SLAB ON CLEAN COMPACTED FILL 1/8' SAW CUT SAW CUT NOTE: SAWED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT. TYPICAL SAW CUT JOINT SCALE: 1 /2'4-0 •i 0 in `o a 0 N O N 0 N N N U N 0 W 0 a DOOR PER SPEC DOOR THRESHOLD PER PLAN ALT. BRICK .... :........ THRESHOLD 00 .. � 11 FiLl II n W VIALT. FLUSH BRICK 1'-4RESHOLD EXTERIOR DOOR SILL (a. ENTRY (Concr( PAVERS TYP. (1) #4 BAR CONT COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE: 1/2"=1'-0 • PER PLAN MONOLITHIC FOUND. W/ (2) #4 DIA. RODS PONT. ON CHAIRS CORNER BAR WITH 25" VERTICAL DOWEL # ' • '= MIN. LAP SPLICE EACH AS REQ'D IN PLAN ' SIDE. SAME SIZE AS CONT. FOOTING STEEL. ALTERNATE TO CORNER SPLICE: PROVIDE CONT. STEEL REJNF. BARS BENT _ ?�-` - y .•.:..,- { EQUALS U BARS EQUA NUMBER OF CONT. BARS AT CORNERS TO COMPLY ? ' ` ' ' ' WITH THE INTENT OF THE ` BUILDING CODE. NUMBER OF REBAR 25" MIN. PER PLAN LAP SPLICE F12) REINF, PLACEMENT AT FTG. CORNERS SCALE: 1 /2"=1'-O - CD CV O N c� a_ 0 0 C,O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 THOMAS A. WEBER, PE R.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1/6/21 RATE `\\ t ! P''l IN f ri o. 8 �y ST OF W oM ? t'J t -N 00 41 M N o 00 ;_q C=) U M r___4 Z::v I r-� 03 FO 0 bA as N � tPulte"iii-c PRODUCT MANAGER I RELEASE I DATE: XX /XX /XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte Q, 3 Q `o CD N O N c N N E U 0 w 0 CL 13'-0" !F03C1.0 24"x24"x12" CONC FTG w/ #4 I REBAR @ 6" O.C. EA WAY 40'-0" 27'-0" 2'-3 1/2" 8" 7'4" 8" 4'-7„ 11 VERIFY M.O. 7'-Q" 8" 3'-5 1/2" F12 S1.0 VERIFY M.O. : • inial [mini•• isim fw _ F11 -1 S1.0 d VARIES 0'-0" FO7 F01 o $1.0 J w/OPT. SCREEN S1.0 o ENCLOSURE • cn 1'-5 1/2" � 8 1/2" L 1 10'-2" 8' SOLID POUR -, SOLID POUR \ LS.C. Ln VERIFY M-0. • lop VIA [Niel - F01 3'-0 1/2' 9" • • I o s j -51 2 o0 7 Lu 0'-0" IL a S.C. C� F26 51.0 I .4- 00 Ln - S.C. 0 REFER TO ARCHITECTURE FOR c o o I ACTUAL WALL LOCATION F08 Ln 0 S1.0 • REFER TO ARCHITECTURE FOR — • — ACTUAL WALL LOCATION F08 o - VARIES I $1.0 I � S.C. Fo � N — FSTART SLOPE HERE '� REFER TO DETAIL FOR • , FLUSH ENTRY CONDITION • 20'-9" FO8 VARIES S1.0 c" S.C. S.C. • I of ' ( w o °Q F04 I S1.0 • FO7 S1.0 I I • SOLID POUR ( SOLID POUR • co S.C. S.C. 7 1/2" 7 1/2" Ln I 3'-4" ' VERIFY 6, FO6 • I 7 I o M.O. _ I F04 � 51.0 F01 F01 0 1- s1.o S 10 . • • — — .. . . • • L e 00 o VERIFY M.O. • • N N • • VERIFY M.O. 2'-10" 8" 7'-0" 14. 0" FOUNDATION PLAN - SCALE: 1 /4"=1'-O" 1'-8 1/2" 2'-10" 8" 16'-8" 4'-7" 21'-5" 40'-0" 1'-8 1/2" LEGEND SYMBOLS 8x8 FILLED CELL W/ #5 REBAR • 2 8x8 FILLED CELL W/ (2)#5 REBAR @ INSIDE FACE �O 8x8 FILLED CELL W/ NO REBAR REQUIRED 45' CMU - FILL CELLS W/ #5 REBAR 12x12 FILLED CELL W/ (4)-#5 REBAR OIL ELF ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DETAIL INDICATOR XX 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.€3.A.# ENGINEERING: 29349 0 T'HOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1/6/21 DATE� 1f1l1lrrt `�1 x h No. t>F25 p ♦"�`` 0 oC:) o M co OU cn � VJ C7 e 00 i`I O v � v `Y' U M -� r-,WV O � b�D cf) e a+ N � M� N v W cc (33)wc O Lam. © v 1 Lf') 00 w q � Q � 0 ;_4 O I —,I CCU � E-I o o � � d � � w PRODUCT MANAGER RELEASE DATE: XX XX XXXX REV DALE_ IP710N PROJECT TYPE Single Fan l SPECIFICATION LEVEL —] Pulte 3 Q N `o 0 CV- O N 0 CD N 0 w 0 a WALL BASE PLANT 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 0 LINTELS OR AS REQUIRED BY MANUF. (NOTE: MOST MANUFACTURERS REQ. 8" BEARING @ SPANS > 12'-4") 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 ALL LINTELS 28" OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED r QUANTITY OF REBAR AT 1 BOTTOM OF LINTEL CAVITY F16-1 B/1 T LL QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WDTH #5 REBAR AT TOP MIN. (1) REQ'D - 1-1/2" CLEAR 4 J CMU 0o z GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY 7-5/8- 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 2xi2 2 JACK STUDS EACH END. G.Q.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 D THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1/6/21 DAi``1%%%Iii#Ip! i STAT RID //tONAt W��C� � N O N a_ 0 U O O O� J c? t--i v 00 m 0 VJ � O � O � n� F� U-3 v U� rr� (C$ O 0 bIJ r"� a3 c� 4-4 N a tpulteill PRODUCT MANAGER RELEASE DATE: XX XX XXXX REV# DATE iESMPTION PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte 3 Q O cal `o 0 0 N O N OCT CV N 0 w 0 a ROOF FRAMING PLAN SCALE: 1 /4"=1'-O" GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL. 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 " APA RATED SHEATHING. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2-2" 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.Q.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 E1 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1 /6/21 DATE yYj\%liflttll r s � TAT o ,E%NAl.. 11111111W, lei \ r IwJ 0 O MoIq t'J i 00 •� O VJ O � O 00 �-I O c7N � V d'+ V O c� o� +� tpulteGllroup'll' PRODUCT MANAGER RELEASE DATE: xx /XX /xxxx PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL I Pulte STRUCTURAL SHEATHING, SEE PLAN AND DETAILS CAA ATTA! L111[AIT 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 TRUSSw/ (3)1Od NAILS, 24- O.C. �_4 CONTINUOUS STRUCTURAL CENTER MAX SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING SHEATHING DETAIL NAIL PER TYPICAL SHEATHING DETAIL TYPICAL TRUSS ANCHOR PER PLAN DETAIL AT TRUSS HE > 9114' TYPICAL i i,,,,,, 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 24' O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM PER PLAN DETAIL AT TYPICAL TRUSS wl HEEL < 91/40 �OOFTRUS�ON MASONRY kale: 1 /2"=1'-0" "X" - 10% HOUSE WIDTH - O "X" = 10% HOUSE WIDTH x - �l O2 3 u RZFlle Namc -010 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 20 FASCIA SHEATHING PER PLAN. GABLE TRUSS _ OR _ PER PLAN 20 BETWEEN EA. OUTLOOKER w/(2) 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 PER PLAN FLAT STRAP w/ (8) 1Od 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. ona�VALLEY SET OVER FRAME VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. TEE PLAN MENT RED 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. pn7 WALL BRACI�GAON-BEARING EXTERIOR WALL 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 ® 8' O.C. PRE -ENGINEERED ROOF 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH TRUSSES 0 MAX. 24" O.C. END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING STRUCTURAL SHEATHING PER PLAN STRUCTURAL SHEATHING PER PLAN AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT 20 LADDER FRAMING AT 24" O.C. REQ'D AT FROM GABLE TRUSS. OVERHANGS GREATER THAN 12". ATTACH TO TRUSS OVERHANGS GREATER THAN 12". ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE TOP CHORD w/ (2)-16d NAILS AT 24" O.C. TOP CHORD w/ (2)-16d NAILS AT 24" O.C. SIDE OF BLOCKING. CONT. 2x4 w/ (2) 12d NAILS CONT. 2x4 w/ (2) 12d NAILS STRUCTURAL SHEATHING 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. 10 FURRING AT SHEATHING PER ARCH MAX. 16" O.C. w/ 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. INSTALLED PER MANUF (3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3 BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER T 48" TRUSS ANCHOR (Sol EXTERIOR CEILING FURRING J. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 O.C. APPROX. 45-DEG ANGLE. SEE CONN. CHART "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP BOND BEAM PER PLAN SCALE: N.T.S. REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL NAILED w/ (2) ROWS 10d GUN NAILS ®8 O.C. MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO (2) SIMPSON A23 w/ (8) 10d x 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE). FASCIA / SEE ARCH RIDGES ' x RIDGE-' GABLE END I L , �i GABLE END -� BOSTON HIP GABLE X "X" = 10% OF HnI NF WII)TH 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. LSHEATHING PER PLAN SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's 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 NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF ®16" O.C. x TRUSS w/ 12d's AT 4" O.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER Ha) PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE / CONT. 2x4 PLAN AND DETAIL. 2x4 NAILED FLAT TO TOP OF BRACE ('T" 2x6 NAILED CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP STRUCTURAL NAILS 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED x FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING BRACE SPLICE SHOWN PER PLAN \ 2x4 BLOCKING AT 48" O.C. - \ / 3 TRUSS BAYS ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE: 7/16" SPAN RATED PLYWOOD OR OSB 8d RING SHANK 0,113" x 2-3/8" 1 2 3 OFFSET DIMENSION "X" - 10% HOUSE WIDTH "X" "X" TILE: 15/32" SPAN RATED PLYWOOD OR OSB PANEL EDGES @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 ILS: 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 Qii ROOF SHEATHING ATTACHMENT DIAGRAM FRAMING 2x6 NAILED ® BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 "GABLE END TRUSS BRACING DETAIL GABLE END 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2x6 w/ (2) 12d NAILS --\ STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING SHEATHING PER 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 20 "L" BACK, IF LENGTH IS GREATER THEN 4'-0' USE (2) 2x4 "L" BACKS. NAIL 'L' BACKS w/12d @ 12"0.C.(NOTCHED 0 TOP w/2-12d TOENAILS 'L" BACK -EXTEND 6' PAST LOWER ROOF SHEATHING R09r1PARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE (8) 10d NAILS EACH DRAWINGS ^R AI I 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 20 "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 5SH TIG3. 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 "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 FRAMING PER PLAN R09B)DUTCH HIP GABLE TRUSS BRACING DETAIL LU BOSTON HIP ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. CMU WALL (4) 1/4" 0 c 2-1/4" MASONRY---' SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 CONDTIONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED 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 �11ED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) FASTEN E S ALLOWABLE LOADS CONNECTOR CLTV YFE GRAVITY (1bs) @1.0 U LIFT(1 s) @ 1.6 LATERAL Iles 1.6 IETA:16 8 0.148"x1-1/2" 1450 Flu 340 F2:770 HETA16 0.148"x,l-1/2" - 1810 F1:370 F2; 70 (2) META 16 I 10 0.149"x1-1/2"' - 1875 F1. 680 F2: 2: 770 (2) META 16 D 2- or 3- I. 14 0.162@3-1/2 1795 $l. 1295 F2: 101 (2) HETA 16 C& 1 1 10 0.148"x1-1/2"E -- 1920 F1:680 F2:770 (2)1-11 fA16 2- or - tal, 12 0.162"x3-1/2" 2365 1350 F2: 1430 HSTI416 8 0.148" 1- 2" _.- 1110 F 1: 120 4 4"`x1-3/ &' Titers 2 F2: 90 fa1LTS12 14 0.148"x1-1/2" 990 -- S16 14 0.148"x1- 2" 990 -- HTS16 16 0.148"x1-1/2" 1310 -'- HTS20 24 0.148`.x:1.-1/2" 1310 -- LSTA12 10 0.148"ac2,-1/2" -- 925 -'- LSTA18 14 0.148`x2-12" 1235 L>STA30 22 0.148"x2-1/2" 164:0 -- I�aSTA30 22 0.148"x2-1/2" -- 2050 -- MSTC52 62 0.148"P:x3-1/4"` - 4735 I ST 40 10 4'.x2-1 W'' The n 2 -- 2800 14 0.148"x3-1/4"' MGT 22 0.148"x3" 3965 F1:775 1 5/8-ATR F2:525 CTR car I. 1 8 5 " ATR -- 2225 Fl : 650 16 1/4", ", x3 SIDS F2:630 'tZ1TR/L 2 5/8" ATE -- 5SA5 Fl : 650 32 1/4"'x3"" SIDS F2: 630 VGT1 58- ATR - 4:940 Fl:1185 16 1/4"x3" SDS F2, 590 D2) VGT (2) � 2 5/8"' ATR -- 7185-2piy 8890 3P IV F1:1195 32 1/4'x3" SIDS F2: 590 IDTT2Z 1 8 1/2" ATR 1/4'x3" S AS 1825-2x.4 m ire 2145- 2 2x4m!n H1T4 1 5/87ATR 3610 18 0.148"x3-1/2" HTT5 1 5/8"ATR -- 4670 -- 26 0.148"x3"' HTT5KT1 5/8" ATR -- 5445 -- 6 SID1€2-1/2"' ABU44Z 1 5/ 8 ATR 7570 1900 -- 1.2 0.162"x3-1/2- rOLIS6 1 5/8" TFt 18205 2475 -- 12 0..162"ix3-1 [+'§ - H2.5A 10 0.131"x2- 2 " -- 565 F1: 110 F2: 110 1-110A 18 0.148"x1-1/2" 1340 F1:565 F2: 285 H10A-2 18 0.148"x1-1/2" -- 1080 F1:680 F2:260 H C48 14 1/4"x2-3/4"' Tten 2 3500 1135 -- 6 t� a 14W' 3"E WS26' 4 0.148"x3" 865 1165 -- SPIH4 12 0.148"x1-1/2" -_ Side: 640 Center. ; 1280 IDTC dips 4 3/16"x2-3/4" Titen 2 - - F1: 85 2 0.131"x2-1/2" F2:135 A35 12 0.131"x1-1/2" F1; 650 F2: 670* SD' C15600 1 STD C1560K) -- 615 F1:130 F2. 225 SIDWC1.5450 1 SC C154 -- 295 F2:150 C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 71 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1/6/21 DATE %%I111111 r STA IF a e RID ff11111110% C5 m 0 N 0 N a- 0 U 0 w ` 0 0 1<v MC 00 •�r^1+ o L V , 0 0 0111 a� U `Y' c� c$ T'1 � w 0 bJD N I� 1 • i PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte UMnMTAI aAnmP o o ° ° ° a ° a ° 0 ° ° o ° 0 0 o 0 ° ° 01: SHEATHING 0 PROVIDE BLOCKING EDGES. 0 AT ALL ° 0 a 0 0 0 0 ° ° 0 ° a o° ° °° o a o ° ° a a a ° ° a a a o a a ° o 0 /--NAIL 12° IN ° 0 a SPACING AT FIELD o 0o ° o91 o 0 ° ° ° ° a 1 o7y� STUD SPACING PER PLAN--/ EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) S117E SPACING SPACING SPACING REQUIRED 7/16 SHEATHING 8d 3 O.C. 3 O.C. 12 O.C. ALL EDGES ClKlf'-I C AI A II enrC _QD A 1'IAIr 1 /2° r)Al IQI C AI All Cr) -`C CD A PIAIr`- 12x4 BLOCKING NAILING SHEATHING SPLICE -SAME THICKNESS AND STRUCTURAL SHEATHING PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING TYPICAL SHEATHING DETAIL INT. FINISH WOOD BUCK ATTACHMENT: 1x CUSTOM P.T. BUCK TO MASONRY ix WOOD MATCH FRAME WIDTH, ATTACH wl T NALS @ Ix P.T. BUCK a FROM ENDS AND 12' O.C. REMAINDER. ATTACH WINDOW THRU BUCK NTO MASONRY ATTACH WINDOW PER PER FLORIDA PRODUCT APPROVAL FLORIDA PRODUCT APPROVAL ALTERNATE: SILICONE SEALANT 2x OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS < 21/4'=114'0 x4' FINISH PER ELEVATION Tearnmq n e■FanM Fnlnc ANn 100n r TYPICAL WINDOW ATTACHMENT DETAIL saale:N N. T. S. WOOD BUCK ATTACHMENT: INT. FINISH 2x OR GREATER BUCK TO MASONRY 1x WOOD BUILT-UP THICKNESS < 21/4' =1/410 x 41 2x P.T. BUCK TAPCONS @ 4' FROM ENDS AND 12' O.C. REMAINDER w/ 1114' EMBEDMENT ATTACH DOOR PER FLORIDA PRODUCT APPROVAL ALTERNATE: 1x CUSTOM PT BUCK TO MASONRY BRICK MOLD MATCH FRAME WIDTH, ATTACH w/ T NAIL FINISH PER ELEVATION @ 4' FROM ENDS AND 12' O.C. REMANDE TYPICAL DOOR ATTACHMENT DETAIL saale:N.T.S. EXTERIOR CONC.WALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. EXTERIOR CONC.WALL 1/e DRNE-IN ANCHOR GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. FRAME TO MASONRY TYPICAL GARAGE DOOR ATTACHMENT N.T.S. 2X6 WOOD BUCK ANCHORED TO CMU w/ 112'xV L'BOLTSOR5/8°x6'SNPSON TREN HD5 wl?WASHERS AT WO.C. & WITHIN 6' OF TOP AND BOTTOM, OR (2) ROWS OF 1/4°x T MASONRY SCREWS @ 1 P' O.C. STAGGER ROWS F FROM EACH END 1/2'x 21/4' HIM SLEEVE ANCHOR OR EQUAL MIN. 11/? EMBED INTO MASONRY (1) PER BRACKET File Name: WGM-160 curADIAIAI I I ATCDAI 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 NAIL SPACING @ 12" IN FIELD SINGLE NAIL EDGE SPACING W02 ),GABLE END SHEATHING DETAIL STRUCTURAL SHEATHING. REFER TO STRUCTURAL rlIrf Tr' rnn AIAllIAIn 0_ INSULATION AS PER SPECS. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. ROOF SHINGLE (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS vn.9L�1-aco IT,I1111MI11fid611tm SOFFIT & OVERHANG PER SPECIFICATIONS BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS OIL 0'-0" FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. TYP. 1-STORY WALL SECTION INTERIOR STRUCTURAL SHEATHING. REFER TO STRUCTURAL STRAP INSIDE FACE OF WALL PER MTS16 FROM EA. TRUSS W10 WHEN TRUSS STRAPS TO HDR. INSTALLED ON INSIDE TRUSS BOTTOM CHORD PER (NON -SHEATHED) FACE OF WALL EDGE NAIL SHEATHING MANUF. @ 24° O.C. STEPSON G TOP &BOTTOM OF PER PLAN DBL 2X TOP PLATE BOTTOM 2X OF TOP CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. FRAMING OPENING FRAMING (JACK STUDS ONLY) STRAPPING AT INTERIOR PROVIDE 48" LAP SPLICE w/ (3) 10d EDGE NAIL SHEATHING TO TOP I FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES PLATE AND TOP AND BOTTOM I I I OF HEADER PER PLAN DBL 2X TOP PLATE BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 16" Q.C. _ _ _ _ _ �— PLATE TO BE SPLICED OVER A STUD. —_ —_ —_ HEADER PER PLAN, (2) PLY PROVIDE 48' LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO MIN, ADD JACK/KING STUDS AND CONN. REQ. PER PLAN. CONT. w/ 10d COMMONS AT 16" O.C. MIN. MOTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS DOUBLE UPPER SILL AS REQ. (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. FOR SHUTTER ATTACHMENT 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 EXTERIOR WALLS & SHEAR CENTER ON HEADER. OPENING WALLS ONLY, FASTEN SHEATHING AT 3" O.C. ALL CONNECT WALLS PER W10 DETAIL 0 AROUND OPENING STRUCTURAL SHEATHING PER PLAN INTERIOR NON -SHEATHED WALLS () ON OPPOSITE SIDE OF WALL DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT 2x STUDS AT 16' O.C. DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. — -- SHEATHING PER PLAN 0 EXTERIOR WALLS AND SHEAR WALLS (ON I I I I I 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 II II NOTE: FOR EXTERIOR BEARING WALLS ONLY NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING rYPICL A FRAMED FRAMEDBEA RING WALL W05 SHEETS FOR NAILING & INSULATION AS OTHER REQ. PER SPECS. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. ROOF SHINGLE (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS REFER TO PI AN Lf J FASCIA PER COMMUNITY SPEC SOFFIT �: OVERHANG PER SPECIFICt TIONS BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING w/ PRECAST SILL PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS 01L0'-D" ..—FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W31 TYP. 1-STORY WALL SECTION REBAR, CONT. IN @ 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 I DETAILS FOR FOOTING FORCING. PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING TYPE A 8" 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 28" TYPE B 28" TYPE C 32" TYPE B 32" TYPE C 2'10" V 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" 3'4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 5'4" 4'0" 1006 1349 1438 1716 1 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 66" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 7'6" 6' 2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 8'4" 7'0" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9'4" 81W 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" 1018" 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" �39 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14'8" IT 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* 154" 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" 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; TyLe B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Continous Grout, Steel per plan in Bond Beam & Lintel I LHr kIIrIUML/ W19IYP_CAL FILLED CELL DETAIL C5 CL 0 N CD CV F a. 0 U 0 j IW' co M� C? oU c� � O � O coo N Q 0N %-1 O m V di c1r) c�3 7z% ,-a) V O co 4-J N � lkpu Ite �� 9 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX C.O.A.# ARCHITECTURE: AA26002802 C C?.A # ENGINEERING: PROJECT TYPE 29349 Single Famfl 0 THC3MAS A. WESER, PE P.E. # 73242 FLORIDA 8 BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 1 /6/21 DATE �11lti PLAN NAME Cedar NPC CHILD NUMBER 2810.500 �W SHEET OFMAL S4.2 fti k m