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HomeMy WebLinkAbout6135 Bradford Woods Dr0 as�ALLcoMPLY WITH PREVAILING ALL WD 9tJ+�.Li ,,_ CODE coDF,= c' ��3 �' NATIiaN:�,1 Et,��,`_f��RHILLS Tf,-.AND THE C 7 .. H �v, ��r11 oRDINANCES ` �4y . C1-�•� �ytYt� N TM tPulteGruu APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE BASE HOUSE 40 -0 76 -0 - 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 heet NumberSheet Title Descri ptlon TOTAL G0.01 Cover Sheet :CONDITIONED SPACE 0.02 General Notes CMU-BASE PLAN 2162 SF 1.1 1 1 st Floor Plan CMU-ELEVATION FM2 34 SF A2.01 Front Elevation & Details 2196 SF A2.02 Side & Rear Elevations & Roof Plan :NON -CONDITIONED SPACE 1.1 1 1 st Floor Electrical Plan 1.12 1st Floor Electrical Options CMU-2 CAR GARAGE 402 SF 1.1 1 1st Floor Plumbing Plan CMU-COVERED LANAI 260 SF 0.1 Cover Sheet CMU-FRONT PORCH FM2 34 SF 1.0 Foundation Details 696 SF 1.1 Foundation Plan 2892 SF S2.1 Wall Base Plan S3.1 Framing Plan 4.1 Roof Details S4.2 Wall Details CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 onfiguration Choices Spruce -irst Floor Plate Height '-4" Plate Height levation Choices lorida Mediterranean FM2 413 a i 0 a a v rn J J J itchen Layout Choices Standard Kitchen Layout 1 aundry Layout Choices oun ry Room Layout Stand Alone Sink x error FirstFloor a MU Exterior Wall dditional Hose Bib Location Rear lex Room Ceiling Choices lot Ceiling lex Room Choices --lex Room lex Room Door Choices Opening arage Bay Choices —Car Front Load arage Handing oarage Left arage Water Heater Choices Electric Water Heater arage to House Entry Stepped Entry wner's Bath Layout Choices ayout 3 Shower w/Tub Owner's Suite Ceiling Choices lot Ceiling overed Lanai Covered Lanai LOT SPECIFIED PLAN INFORMATION ath 2 Shower ChoicesTub/Shower Combination �3othering Room Ceiling lot Ceiling athering Room Door Choices Sliding Glass Door CustomerName Market Home �, 6871— 08501 Wind Speed Choices Wind Speed 140 Address 6135 BRADFORD WOODS DRIVE ZEPHRYHILLS JFL 133542 Community 6871 JOAKS OF PASCO 6871-08501 ---- t'J � 00 � O � 0 cn .o 00 A� a� U Cq r"' 0 w CIF) N � *PulteGroup- 00 GO rye, L M 00 4� O N O w Cn w 0 PLAN NAME S ruce NPC MILD NUMBER 2116.501 SHEET GO.01 0 N O 0 CD 0 N CV GENERAL NOTES — DO NOT SCALE DRAWINGS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS TERMITE PROTECTION — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT PulteGr.up Thy — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF TREATMENT — INSPECTION FOR TERMITES o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES EXTERIOR — WATER RESISTANCE o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. ■ THIS IS NOT REQUIRED OVER CMU — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER R703.4 — EXTERIOR PLASTER o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 OR ASTM C1787 AND R703.7 — LATH o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 %' LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2, LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. — SIDING o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — MASONRY o BRICK IS TO BE INSTALLED PER R703.8 o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 ROOFING — UNDERLAYMENT R905.1.1 underlayment for asphalt, metal, mineral surfaced, slate and slate —type roof coverings. o Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate and slate —type shingles, and metal roof panels shall comply with one of the following methods: ■ A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied over the entire roof. ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM D1970 or a minimum 3-3/4 — inch wide strip of self —adhering flexible flashing tape complying with AAMA 711, applied over all joints in the roof decking. A felt underlayment complying with ASTM D226 Type II, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic 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 the FBCR for fastener type and spacing). ■ Two layers of felt underlayment comply ASTM D226 Type II or ASTM 4869 Type III or IV, or two layers of a synthetic underlayment meeting the performance requirements specified, lapped and fastened as specified. — FLASHING R903.2 o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and shall be installed in a manner that prevents moisture from entering the wall and roof through joints in copings, through moisture permeable materials and at intersections with parapet walls and other penetrations through the roof plane. — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 GENERAL NOTES VENTILATION / ATTIC ACCESS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT VENTS ONLY PER R806.2 — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30, AND THE AREA IS GREATER THAN 30 SF o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF THE ROOF FRAMING MEMBERS o MIN. ATTIC ACCESS SIZE IS TO BE 22"x30" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE FIRE—RESISTANT CONSTRUCTION — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR A 20—MIN. FIRE —RATED DOOR — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 —" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE CEILING WITHOUT HABITABLE ROOMS ABOVE — 5/8" TYPE X GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE — %" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS WINDOWS/DOORS — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND MIN. 20" D o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED PATH WITHOUT GOING THROUGH A GARAGE o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES o MIN. HEIGHT 78" o FINISHED FLOOR SHALL BE MAX. 1 1/2" BELOW TOP OF THRESHOLD o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o FIXED AND OPERABLE PANELS IN DOORS ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION ■ GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. o WINDOWS ■ GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: • WHEN EXPOSED AREA IS OVER 9 SF • BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. • THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; AND • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SURFACE ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING o WET AREAS ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS LESS THAN 60, A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. ■ SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED WOOD — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD INSULATION — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY DRYWALL — %" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS ACCESSIBILITY — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS REQUIREMENT. o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 POCKET DOOR SITE ADDRESS — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY GUARDS AND WINDOW FALL PROTECTION — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. — GUARDS SHALL BE MIN. 36" o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE OF THE STAIRS — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED STAIRS — MIN. CLEAR WIDTH 36" o HANDRAILS SHALL NOT PROJECT MORE THAN 4 X" ON EITHER SIDE OF THE STAIRWAY — MIN. HEADROOM 6'-8" — MAX. RISE 7-3/4" — MIN. TREAD DEPTH 10" — HANDRAILS 0 34"-38" ABOVE SLOPE PLANE 0 HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE THAN FOUR RISERS 0 1 1/"-2" GRIP SIZE OR GRASPABLE FINGER RECESS ELECTRICAL — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o IN EACH SLEEPING ROOM o OUTSIDE EACH SLEEPING ROOM o ON EACH ADDITIONAL STORY o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI CIRCUIT BREAKERS OR RECEPTACLES — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND SHALL BE LISTED AS TAMPER —RESISTANT — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS 0 a N N 2 CD 0 U � 0 Ct� .o A� UV-1 Cl) N C) tPulteGrouF PRODUCT MANAGER RELEASE DATE: xx%xx/xxxx PROJECT SPECIFICATION LEVEL I Pulte PLAN NAME Spruce NPC-MILD NUMBER 2116.501 SHEET GO,02 R -1 0 -1 . I a N O N C=.7 U 0 M co 4� M rV) O 0 t\ !'1 0 1 Aa, aN C-n V� 7z � w 0 c� N � O 00 0 NO -1C O N � o PL4 O -Ile O L x � I� PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL Mte PLAN NAME Spruce: NPC MILD NUMBER 2116.501 SHEET A1.11 Id 9 81-Da T.O. WDW FRONT ELEVATION SCALE 1 /4" = 1'-0' (NOTE: SCALE 1 /8" = 11-0' ON 1107 PAPER) TYP. STUCCO BAND SCALE: 1/2' = 1'-0' E A 2° 4° +1/2' 0 +1" + e N +1/2' SILL DTL. SCALE 1/2' = 1'-0' TYPnSTUCCO BANDGI ENGAGE SCALE: 1/2' = 1'-0' T. D COLUMN DETAIL +1/2' +1 /2' - TRIM DETAIL SCALE 1/2' = 1'-0' FRIEZE BANDING DTL SCALE: 1/27 = 1'-0' 4° +1/2" 1 nTi SCALE 1/2' = 1'-0' +1/2' +0' o GARAGE DOOR 6' 2" TRIM DETAIL SCALE: 1/2' = V-0' N N H U Lo '� c � '5 c'J � r4 00 0 V ) t\ T A V� V �bb w � �4S c . N C) llkPulteGroup- 0110 0 ubo cu Q N Z � w 7w O a� Po O o x � � � w PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE SPECIFICATION LEVEL Me PLAN NAME S ruce NPC'MILD NUMBER 2116.501 Emma SHEET A2.01 0 9 N O N cz 0 IV F PLAN SCALE 1/8" = 1'-O' (NOTE: SCALE 1/16" = 1'-O" ON 1107 PAPER) TRUSS 9'-4' 8 -0 T.O. WDW I =O "a� I ao 0 -0 FINR5H FLOOR -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 2893 416592 9.643 1388.640 ROOF VENTS SOFFIT VENTS REQUIlED REQUIRED (SI/6.17) SQ. FT. SO. IN. # OFS VE SQ. FT. SQ. IN. LIN. FT. 3.857 555.456 5 5.786 833.184 135 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SO. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY r } t -------------- OPT. W PER `--------------- --- -- j COMMUNITY SPEC OPT. 4' BANDING ON SIDE ELEVATION SCALE 1/8" = 1'-0- (NOTE: SCALE 1/16" = 1'-0' ON 1107 PAPER) d I a 8 =0"jh v T.O. WDW o REAR ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) J /Aft 8 -0 T.O. WDW --------------� - -------- ------------- --- � 0 - I o OPT 4' B � ANDING . co OPT. GRIDS PER O° °D 0'-O" Nk --------------� �--------------� OPT, 4' BANDING COMMUNITY SPEC SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11 x17 PAPER) 5 a 0 N S U_' f1 U ! t'J M r+r O 0 ^ VJ a) 0 t\ T Aa, T � N U;mq po o 0 N � lItPulteGroup- PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Sinkle Family SPECIFICATION LEVEL I Pulte 1PLAN NAME S ruce NPC MILD NUMBER 2116.501 SHEET A2.02 u t uj /k.6 I � � FIRST FLOOR ELECTRICAL PLAN SCALE 1/4' = 1'-O" (NOTE: SCALE 1/8' = 1'-O" ON 11x17 PAPER) ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1 /2 SWITCHED (TAMPER RESISTANT) oa STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 4220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET s SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT H�> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-pc LIGHT FIXTURE - PULL CORD He LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT T LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE -x LIGHT FIXTURE - 48' FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE 'I ,;.� PROVIDE FRAMING SUPPORT FOR FIXTURE US MOKE DETECTOR PROTECTED) �EP ELECTRIC PANEL AFCI ® SMOKE/CARBON Et ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT ® -OPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET XY RANGE DISPOSAL �TIM ES � DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TV MEDIA /SWP BOX DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18' AFF STANDARD RECEPTACLES EXTERIOR 18' AFF STANDARD SWITCHES 44' AFF DEDICATED OUTLET FOR WASHER AND DRYER 32' AFF MICROWAVE / RANGE HOOD 78' AFF BUILT-IN MICROWAVE 66' AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER I-2' PVC CONDUIT 1/2' PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/O COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND I 1 PHASE MLO 200 AMP A 2P ELECTRIC METER IN NEMA PANEL uro 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS II�L III III III III. IIMI IIIII-= - I ( 114 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE 5 a N CD CL 0 c M 0 uj O A� CN U •� '� m O 0 bo .2 ,,JN � *PulteGroup- Ln0 O ry� � N U a � w o 'i O O M MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME S ruce NPC-MILD NUMBER 2116.501 SHEET E1.11 / ♦ ♦ ♦ / i' / ♦ / / / ♦ / / A r - - - - - - - M ~ Z J Co O I<>rll� O i /> o o O o ; Q I , W ' 1 , , 1 1 1 , , o < <v v ----- -- - - - N _I M 1 a i m ------------- ----- - m d O o I , ' 1 , ' i / 1 ,/ CD 1 1 , lb 1 1 11 1 o W1 I a h `1 O - - o U_ 1 1 1 , 1 1 1 I 1 1 1 1 I 1 1 1 / , i M 1 1 1 1 1 1 1 , / / C - 0 `II M I OL O J - n -------, IIF u � Z I IW n uL _ Ccxi I '®r I , 1 o I / ' O d / � J / 1 ' J 0 11 I 11 I 11 1 11 I II I OPT. U.CAB. LT. T " __-----J / --1 -_ ------ ---- ---J / 11 1 11 I i 1 I 1 ;"A 1 O O / 1 1 i 1 000 1 V--------J FIRST FLOOR ELECTR SCALE 1/4- = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) ICAL Z W W O N ,. � i M _I r' - 1 j 1 1 I ' I 5 I 1 O O I , \ CV 1 1 W CD CD m 1 I � $ , _I "O o-, ; j I �oZ ill m03S IdO o Id9'1d0 / / ' 17--- / I co L_Jcc , 1 1 1 1 1 0 PTIONS ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) Fq STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER *P/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 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) Q CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE v v QS SMOKE DETECTOR O EP ELECTRIC PANEL AFC, PROTECTED) ® SMOKE/CARBON ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCl PROTECTED) EMERGENCY LIGHT ® THERMOSTAT —0P8 PUSH BUTTON TELEVISION OUTLET SWITCH qJTIMES TELEPHONE OUTLET XY GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) PSI GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TV MEDIA /SWP BOX DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18' AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT -IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER 4 COPPER 2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 'Tb I III-1 I I-1 11- ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL urQ 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS �I_—Tr L III III III III Ed I I IIIi; 1114 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O co r� 4-1 c� � O A� �-1 O 45 V� m 0 o� >� N � tpulteGroup- r Cn O ZZ M L 1=.� "3 O - a U O D E"� U � � w w� O w O O M En PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx SPECIFICATION LEVEL Nte PLAN NAME S ruce NPC'MILD NUMBER 2116.501 SHEET E1,12 e ui Np J N U w N W ui 5E O Z 3 a uj CCD Q u 3 W "t - �LX 'V -�5 AG ,L aL ,UL FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-0" ON 11 x17 PAPER) fl THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY 0 N CL U co M 0 vJ t\ T O A Q, W (� U c� ct N Lm � tNiteGroup- 00 => r� cn 0 sfl Q N � o C) � w M un � c"1 PRODUCT MANAGER IRELEASE DATF- xx /xx /xxXx PROJECT TYPE Single Famil SPECIFICATION LEVEL Nte PLAN NAME 0ruce ILD NUMBER 2116.501 SHEET Pi .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-POSMVENL06: 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 TO DEAD LOADS 7.0 PSF TILE ROOF TO DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS _ 10.0 PSF ROOF LIVE LOADS TO 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 NA WIND SP HAS (THE NOMINAL SPEED SHOWN BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION ) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE "C" 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. 2. ALL FILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8". CONFORM TO ASTM D 1557. 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. 4. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. 5. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. D. CONCRETE: 1. CONCRETE SHALL CONFORM TO THE "BUILDING REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. 2. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): o. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK FILL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER Y OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS 7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. R. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. 9. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. 10. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. 11. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1'. ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5' SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0' SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE Y2' TO 2 Y' IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL. E. 1. 2. 3. 4. 5. 6. T 1C N N T ME w 0 J d MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (I m = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8' x 8' x 16', TWO HOLE, SQUARE END 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 OTHE:RMSE 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 UNTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) 15 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD AD 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 iMINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK #4 20' 3' 10' #5 25' 3-3/4' 10' #6 34' 4-1/2' 11' #7 42' 5-1/4' 13' F. 1. 2. 3. 4. 5. 6. 7. REINFORCING STEEL: WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. REBAR LAP SPLICES ARE TO BE: CLASS 'B'. MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH WHICHEVER S GREATER. E TER. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8' -3/8. d>=8 in +/- 1/2" -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2" 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 NOS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 2x4 (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 ®16" O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS 0 24" O.C. MAX. 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 2x4 STUD WALL PROVIDE: (1) 2x4 KING STUD AND (1) 2x4 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH Y' TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE A 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 SPUCE 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 PREUMINARY 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-83 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 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"x3'xO.229" PLATE WASHERS ARE ASTM/ASME B18.22.1. 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON 'STRONG -BOLT 2'PER FL PRODUCT APPROVAL #15731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON `DTEN 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 ,ET-XP'. 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE: SIMPSON POWDER -ACTUATED FASTENERS'PER FL PRODUCT APPROVAL #15730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON 'TITEN 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 #15730.5. 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL. ^. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4" EMBEDMENT DEPTH AND 4'EDGE DISTANCE. b) 1/2' DIA. SIMPSON `DTEN 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. D PRE -APPROVED SUBTITURONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2" DIA. SIMPSON `TITEN 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 OR. 36 ATR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 10. PLACE ANCHOR BOLTS AT 4" MIN AND 12" MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4' FROM CONCRETE EDGE, AND SPACED AT 24' O.C. MAX. 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 13. BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING, K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A %" 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. 3. 4. 5. 6. L 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 Y2' BOLTS AND 3-r FOR %" AND 34" BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5" MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24' TO 16'). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM �2 x 6', OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE 'SET' EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6" MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 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. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY Y8" OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN r AND i Y', GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 Y2", CONTACT THE E.O.R. FOR REPAIR. 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)-1/4'X1-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'#'-SDS3 WITH (12)-1/4k3'SDS SCREWS, WHERE '#'CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 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 2'ABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2'BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTILIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3" WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) 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 WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD 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 WITHR703.1. 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. C & C Pressures (ps=X*Kzt*ps30) (ASD Values) Based on 10psf Area Roof Pressures Wall & Soffit Pressures Zone 1 ZoN/A 19.2 -47.5 25.8 -27.3 25,8F-34.4 Zone 2e Zone 3e N/A N/A Zone 3r N/A N/A 19.2 -47,5 MnN/A Zone 2 N/A Zone Zr 19.2 -47.5 DESIGN PRESSURE CALICS DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS Components and gadding Pressures (ps=A*Kzt*ps30) (ASD VqNe Positive Width Height Effective Pressure Descrip#ion Zone Area ft2 sf 16070 O H G D - -- 16 7 112 21.9 - 24.4 8070 OHGD --- 8 7 56 22.8 -25.8 3080 DOOR 4 3 8 24.0 24.4 -26.5 8080 S G D 4 8 8 64.0 22.8 - 24.9 25SH 4 3 5.25 15.8 25.1 -27.2 25SH (2) 4 6 5.25 31.5 24.0 -26.1 25SH (2) END 5 6 5.25 31.5 24.0 -30.9 23SH 4 3 3.2 9.5 25.8 -27.8 4010 FIXED 4 4 1 4.0 25.8 -27.8 26SH (2) 5 6 6 36.0 23.8 -30.5 23SH 4 3 3.2 9.5 25.8 - 27.8 ABBREVIATIONS: A. PLYWD = PLYWOOD B. OSB = ORIENTED STRAND BOARD C. NAILING: C.A. 8d = COMMON NAIL C.B. 10d = COMMON NAIL C.C. 12d = COMMON NAIL C.D. 16d = 0.135" x 3 1/2' GUN NAIL C.E. EN = EDGE NAILING C.F. FN = FIELD NAILING C.G. SN = SIDE NAILING C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION J. MAX = MAXIMUM K. MIN = MINIMUM L. O.C. = ON CENTER M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 0. TYP = TYPICAL P. U.N.O. = UNLESS NOTED OTHERWISE Q. I.L.O. = IN LIEU OF R. w/ = WITH S. WD = WOOD T. EE = EACH END U. HDR = HEADER V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. ATR = ALL THREADED ROD Z. S. C, = SAW CUTS AA. C. J. = CONTRACTION JOINT AB. DEN = DOUBLE EDGE NAILING AC. COL = COLUMN AD. REIN = REINFORCEMENT AE. PLT = PLATE AF. CANT. = CANTILEVER AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER C.O.A.## ARCHITECTURE: AA26002802 O w, O jVl/J � 1 rq 00 �o L� O � O �-1 2:r n � i-I o -N c� cV M W d" cr) c� 7=$ O ----4 bA PEN N � N v cc m v 0 10 ro 00 O cv 1 :r M L� m � w v� O N `0 cz > o U PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Fanffl -1 THOMAS A. WEBER. PE P.E. # 73242 FLORIDA • BENJAMIN NIESE. PE SPECIFICATION LEVEL P.E # 86025 FLORIDA PUlte 5/20/21 OAT; \'`it►ilit/� ,j 2 PLAN NAME Spruce NPC ILD NUMBER No. 860 2116.501 AQ ,. ATE OF 141, SHEET f S,.1YA� �v SO. XtIII 11 � u (1) 15 REBAR w/LAP PER COVERSHEET CMU COL. PER 8' C.M.U. FINISH PER ELEV. PLAN is-0'-0' PAVERS OR SLAB PER SLOPE FINISH GRADE SPEC -' ! a Z CONCRETE FOOTING MONOLITHIC FOUND. - ,'. w REBAR AS NOTED / W/ (2) 14 DIA. RODS ON FOUNDATION PLAN '�T".�;.�"�•.� �.: CONE ON CHAIRS 9' STARTER ; ' (IF REQUIRED) "02 COURSE - Y ALT. CMU SEAT 0 4V PER PLAN of A EXTERIOR MASONRY WALL FTG ��" TOP of sly Fi MASONRY WALL CORNER ON SPREAD F1 SCALE: 1/2'=1'-0 (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS POURED CURB FINISH GRADE —MONOLITHIC FOUND. w/(2) 14 DIA. RODS ' CONE ON CHAIRS i'-4' 0 2 STORY EXT. MASONRY WALL @ GARAGE SCALE 1/2•=,'-0 2x AT 24'O.C. MAX 2x P.T. PLATE SEW D TO SLAB w/ 3' POW ER ACTUATED FASTENERS OR TAPCONS 016' at OR (2) ROM512d 1/2' G.W.B. EA. SIDE GUN NALS 0 It at STEP PER PLAN .SLOPE --� IL 1'-0' 6 1/2' (1) #4 ROD CONE ON CHAIRS LINO STEP CONDITION THICKENED SLAB @ GARAGE (NON -BEARING) SCALE: 1 /2'=1'-0 PVC SLEEVE 1'4 0 2 STORY F13 BEARING PENETRATION DETAIL SCALE: 1/2'4-0 8' C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) 14 DIA. RODS CONE ON CHAIRS SCALE 1/2'=1'-0 3/4' RECESS IN SLAB 10 1/2' FINISH FLOORK I W\Y',. CMU COL. PER PLAN —15 REBAR w/LAP PER W COVERSHEET ��• SLOPE o p Z •�'`'�•`:r m CONCRETE FOOTING— w REBAR AS NOTED 0 ON FOUNDATION PLAN : (IF REQUIRED) — PER PLAN wl Pavers) MASONRY WALL CORNER ON SPREAD FIG. SCALE: 1/2'=1'-0 8' C.M.U. WALL FINISH 3/4' RECESS IN SLAB PER ELEVATION FINISH FLOOR ----� SLOPE � MONOLITHIC FOUND. w/(2) #44 DIA. RODS CONE ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2'=1'-0 RECESS NTH PAVERS 2x P.T. PLATE SECURED TO SLAB w/ 3' POSER ACTUATED FASTENERS OR TOM 016' K OR (2) RM 12d am NArs 0It at START S M WE 2" SLOPE PVC SLEEVE Zx AT 24'O.C. MAX 1/2' G.W.B. EA. SIDE 8' C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP IIE (TYP.) MONOLITHIC FOUND. W/ (2) 14 DIA. RODS CONE ON CHAIRS 1'-0' 4 0 2 STORY FINISH GRADE SLOPE THICKENED SLAB EDGE SCALE: 1/2'=1'-0 (1) #4 REINFORCMENT 4' BAR CONE CONC. PER SCHEDULE SHOWER RECESS SCALE 1/f4-0 —#5 REBAR w/LAP PER COVERSHEET � o z cd o - 8' C.M.U. WALL FINISH PER ELEVATION MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONE ON CHAIRS. (1) 14 ROD CONE ON CHAIRS TYPICAL 3 1/2' CONC. SLAB SLOPE TO DRAIN ' 4' CMU COLUMN PER SLOPE PAVERS OR SLAB PER —' SPEC. CONCRETE FOOTING • .: • . : w/ REBAR AS NOTED — ON FOUNDATION PLAN (IF REWIRED) 1 8' SQUARE MASONRY COLUMN ON SPREAD SCALE 1/2"=1'-0 #5 REBAR w/25' MIN LAP PER ARCH LL: 8' C.M.U. BLOCK FILLED z SOLID w/GROUT a a 4' C.M.U. BLOCK PER ELEV. W � p'-p" SLOPE (1) #5 REBAR w/ LAP PER " => COVERSHEET 0 -O ��� m c� PAVERS OR SLAB PER SPEC v I. Y CONCRETE FOOTING i w/ REBAR AS NOTED : , ., • :. .. CONCRETE FOOTING +. - ON FOUNDATION PLAN w/ REBAR AS NOTED (IF REQUIRED) PER PLAN ON FOUNDATION PLAN PER PLAN MASONRY COL ON SPREAD FTG. (IF REQUIRED) 8' C.M.U. BLOCK FILLED SOLID w/GROUT 4' C.M.U. BLOCK PER ELEV. (1) #5 REBAR w/ LAP PER COVERSHEET 2-1/2' 0 IMPACT a " GROUT BED D000ORR DOOR PER SPEC PAVERS PER SPEC Z PAVERS PER 3' a DOOR PER SPEC N (THICKNESS VARIES) DOOR THRESHOLD a SPEC (THICKNESS VARIES) DOOR THRESHOLD PER PLAN '< _0• F.F. E SLOP7/ OILa z X',"; SLOPE ALT. BRICK I PER PLAN coob g THRESHOLD loo MONOLITHIC FOUND. MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0' W/ (2) #4 DIA. RODS ..: . 1-4 0 2-STORY w/(2) 114 DIA. RODS wA2)CONE w 2 /() #4 DIA. RODS 1'-4' 0 2-STORY `:ASHOLD 1 _p CONE ON CHAIRS ON CHAIRS CONE ON CHAIRS �; `rFLUSH BRICK1'-4' 0 2 ST Y EXTERIOR DOOR SILL SGD Pavers EXTERIOR DOOR SILL ENTRY Pavers EXTERIOR DOOR SILL @ ENTRY Concrete SCALE 1/2'=1'-0 SCALE: 1/2'=1'-O SCALE: 1/2'=1'-O CORNER BAR WITH 25' VERTICAL DOWEL MIT. LAP SPLICE EACH AS REQb NN PLAN SIDE SAME SIZE AS CONE FOOTING STEEL PAVERS TYP. SLOPE DE j­e_GR ALTERNATE TO CORNER I STEEL REINF. BARS BENT • •`'•`• "`'`•.• OF CONT. BARS AT CORNERS TO COMPLY ^,;:. • '- ''""`� r..;� (1) 14 BAR CONE YOUTH THE INTENT OF THE �• ` ' ':: •; BUILDING CODE. NUMBER OF REBAR COMPACTED FILL 25' MIN. PER PLAN LAP SPLICE PAVER AT CONCRETE GRADE BEAM KF12 REINF. PLACEMENT AT FTG. CORNERS SCALE 1/2'=1'-0 CONCRETE SLAB ON CLEAN COMPACTED FILL 1/8' SAW CUT SAW CUT rn .16 NOTE: SAWED JOINT SHALL BE CUT WIN 24 HRS. OF CONCRETE PLACEMENT. TYPICAL SAW CUT JOINT SCALE: 1/2'=1'-0 C.OJL# ARCHITECT1,11RLL.- AA260028M C.O•A.# E"NEERING- 29349 0 THOMAS A- WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. 0 86026 FLORIDA 5/20/21 DATE ��11i 1I f 1 -�i"ffaM!�At. �0".�. a 0 N x 0 U t'/ 1 c-'•a 00 VJ O es �MM � N 0 V9 o ct) N � Illm *PulteGroup- A T N v o r O Oxo O 5! b -1c C!) O Q Qj CISo0 ICI �Q �z �0 xZE,w PRODUCT MANAGER RELEASE DATE: XX Xx XXXX PROJECT TYPE Single Fan it SPECIFICATION LEVEL Pdte PLAN NAME S ruce NPC UJILD NUMBER 2116.501 SHEET slo t I tl o� ct 0 � O O A� d1 o -, V!� 0 ro 7 zo 0 r"4r� c' N � lItPultaGroup- PRODUCT MANAGER RELEASE PROJECT TYPE ^. 1 in LEVEL PWte PLAN NAME S ruce NPC-MILD NUMBER 2116.501 SHEET sil ^1 0 0 W oC? v� •� o 0 cl 0 ,o 00 QT �o v N v m 1 � .o � w N � tpulte PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME S ruce NPCF NUMBER 2116.501 SHEET S2.1 0 RR�i1OARpE6CTlIRALDMWIICSANDIORTAUSS STRUCTlI1AlSHEATHINGSEEPLAN IIIINIIFACIUABi T1tRAYYINGS FOR SP�FC TAiSS PRONE AND DETAILS FOR ATTACHMEIVF INIMIATUL A HEEL HEIGHTS, SLOPE, OV9IWIGS) PREP WOOD N TRIMAT24'OD.MAX -OR- 2K BLOCKING AT SFEATWNG EDGES wI 2x RBBON MW ATTACHED TO A Ild NALS INTO TRUSS TRUES w1(3)10d NAILS, WO.C. fAN11Al0US SiAIICTURAI SFO:ATHNG CENTER MAX SPACING NAIL PER TYPICAL SHEATHING DETAIL STRUCTURAL SHEATHING NAIL PER TYPICAL. SHEATHING DETAIL FRAMING PEfi PLAN FRAMING PER PLAN DETAILATTRUSS HEEL> 91/4' SEE PLAN AND DETALS FOR ATTACHMENT P WOODTRUSSESAT ZrO.C. MAX TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHNG DETAIL DETALATTYPICN.Tf�SS wIHEB. < 91H' TRUSSATTACIBEIIT: ALLM= ENDS ARE TO BE SEC M M TIEWALL EBDW USING OIE OFTIE BELOW METHODS. OIE RILL OP ICII MUST BE USED FOR CONIiNIOUS LOAD PATH: L NSfALLTYPICALTRUS ANCHORTHRONEXTERIOR&IIATHK EXT.SHEATtK SCION INUOUSAIDWLLTR OERC0MBINED NMI UPLFT. b. NSTAIITYWALTMOONiECTORFROM TRIZTIDTOPPLATE ONNSDEOFTHEWALL021A@EVERYORBSUMTOPPLATE EXT. SIFATM60014TN000SANDWUTRAH,SFERCOBB SIM&UPLFf. c. NSTALLANCIIORASCALIIDFORONTHEPIANS. TWErSTRAPSAREMBENS MOONTfENSNEOFTHEWAIL MIYSTRAPSFROM THE STIAS TO THE lNO YING SIRUGT VIRL BE NLED FOR ON THE PLANS d INSTALLTYPICAL TRUSS $WE FROM TRUSS M TOP PLATE EXT 98THING IS COMMAND WLL TRANSFER COWNED NA I UPLIFT. ROOF TRUSS ON FRAMING 1 1V 1 scmw 1 /2"=1'-0" s xvt: scmw RWM-010 1 /2"= l'-0" 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING STRUCTURAL SHEATHING PER PLAN AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK 2x4 LADDER FRAMING AT 24' O.C. REQ'D AT FROM GABLE TRUSS. OVERHANGS GREATER THAN 128. ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE TOP CHORD w/ (2)-16d NAILS AT 2e O.C. SIDE OF BLOCKING. CONT. 2x4 w/ (2) 12d NAILS x=10%HHOUSEWDTH� 1. AT VERTICALS S-6" TO 6'-6' USE ONE 20 'L' BACK. 2. AT VERIICALS OVER 6'-6" TO 8'-4' USE (2) 2x4 "L" 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO - 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 AT 48 O O 3. AT VERTICALS OVER 8'-4' TO 1-0' USE ONE 2x4 O.C. ®APPROX. 45-DEG ANGLE "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS SPUCE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL NAILED w/ (2) ROWS 10d GUN NAILS 0 8" O.C. " -I MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID RIDGE X HEIGHT AND TO THE BLOCKING BELOW THE ROOF (2) SIMPSON A23 w/ (8) 10d x 1-1/2' O SHEATHING w/ (5) 12ds AT EACH END. IN ADDITION TO (ONE ON EACH SIDE OF BRACE TO TOP PLATE). MU END 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. BOSTON HIP SIDE NAIL ALL ' BACKS AND SIRONGBACKS w/ 12d's SHEATHING PER PLAN 1L AT 6' O.C. NOTCH 'L' BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10' STRUCTURAL SHEATHING (�MI I ANCHOR BOLTS AT 4'-0' O.C. MAX. w/2'z2" PL SEE PLAN FOR ATTACHMENT �+ �+ WASHERS AND 7" EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w 12d's AT 4' BEAM PER PLAN. FOR RAKED BEAM AT VAULTED / O.C. CONDITION, SEE PLAN AND DETAIL / CONE. 2x4 20 NAILED FLAT TO TOP OF BRACE ('T° 2x6 NAILED CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN B TOP STRUCTURAL NAILS 0 8' O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT ksREQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING / BRACE SPLICE SHOWN PER PLAN 2x4 BLOCKING AT 48' 0 C - \ 3 TRUSS BAYS \ 2x6 NAILED 0 BOTTOM WOOD FRAMING PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09)GABLE END TRUSS BRACING DETAIL GABLE END SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. 20 BLOCKING AT 2'-0' - O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS BOND BEAM PER - RM AND SCHEDULE 8' CMIJ WALL SEE PLAN FOR VERT. RENF. WALL BRACING �ATNON-BEARING EXTERIOR WALL RO7 ,"TS SHEATHING PER PLAN META16 AT BLOCKING w/1/4' MAX. GAP FROM TOP OF WALL TO BOTT. OF BLOCKING RWW-020 20 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d 0 EA. OUTLOOKER 20 OUTLOOKER PER DRAWINGS 20 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR - PER PLAN 20 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS SHEATHING PER PLAN. GABLE TRUSS PER PLAN EDIMENT BLOCKING @ GABLE -VALLEY SET TRUSSES AT 24' O.C. -ROOF SHEATHING VALLEY SET TRUSSES PER PLAN AT 24O.C. -MIN. 9' LONG 20 GA. ROOF SHEATHING FLAT STRAP w/ (8) 10d PER PLAN -SHEATHING PER SHEATHING PER PLAN OR- PLAN. -OR- 2x4 BLOCKING UNDER TRUSS I (1) SDWC15600 TRUSS SCREW ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW w/ (3) 10d EACH END. Qna1ALLEY SET OVER FRAME I I V V 1M x=1o%IHOUSEWDTH X X - RIM O GAN.E END GABLE x=1o%HousEwrnH ROOF SHEATHNG NAILS ROOF FASTDW ZO ES 0.113'x W 1 2 3 SHINGLE 71U1'SPAN RATED SHEATHING3d OFFSET DIMENSION T =10% HOUSE WIDTH PANEL FDM@SUPPORTS (1) x x 4'OC. TIE 1W$PANRATED SHHFATHNG METAL 15jrSPANRATED SHEATHING PAN9.FELD (1) roz. 8'OC. 8'O.C. NOTES: 1. LONG SIDE OFSHEATHING TO BE PEAPENDICUTARTOTRUSSESOR RAFTEWTYPIGIL LEDGESPACINGALSOAPPLESOT3TGABLEE DWALLSORTRUSSES. 3 FAStEE<'NG DOLES 2 AND 3 ATE EQUAL TO 10%OF TOTAL HOUSE WIM DNE NSDN T OFFSET FROM ROOF EDGE. 30'WDEHOUSE = e'ZONE,49WDE HOUSE = 4'ZOHE, 50'WDE HOUSE = YZ00E, WWDE HOUSE = B'ZONE rM 7*4 ROOF SHEATHING ATTACHMENT DIAGRAM 20 LADDER FRAYING AT 2e O.C. REQ'D AT OVERHANGS (BEATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 2e O.C. CONT. 2x6 w/ (2) 12d NAILS STRUCTURAL SHEATHING PER PLAN 2x BLUING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDC>ER w/2-10d 0 EA. (BOSSING TRUSS MEMBER FOR ROOF SIGTHNG NAIIUNG (8) 10d NAILS EACH 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MNNLW 8d NAILS. BLOCK 8'-O' BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA E4ND 0 32' MAX SPACING F LENGTH IS LESS THAN 4'-0" USE 2x41' BACK, fF LENGTH IS (BEATER 1HEIN 4'-0' USE (2) 2x4 'L' BACKS. NAIL 'L' BACKS w/12d 012'O.C.(NOTC�D 0 TOP w/2-12d TOENAILS 'L' BAq(-EXTEND 6' PAST STRUCTURAL SHEATHING PER PLAN 2x4 OUTLOOKER FRAMING AT 24' O.C. OVER DROPPED GABLE END TRUSS. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS. - CONT. 2x4 w/ (2) 12d NAILS -� SIMPSON H10A w/(16)8d NAILS MIN. - STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLA VFASCIA SEE ARCH. DRAWINGS CMU PRE-ENGINEERED ROOF TRUSSES R MAX. 24' O.C. CONNECTOR FASTENERS ALLOWABLE LOADS 1�TY TYPE GRAVITY Ibs @ LO UPLIFT (Ibs) @ 1.6 LATERAL Ibs L META16 8 0.148"xl-1/2" -- 1450 F1: 34Cf F2:770 HETA16 9 0.148"xl1/2" - 1810 Fl:34ti Fl- 770 (2) META16 10 0.148"xl-1/2" -- 1875 Fl: 680 F2:770 (Z) META16 " " Fl. 1285 - 1x4 FURRING AT SHEATHING PER ARCH J MAX. 16' O.C. w/ INSTALLED PER MANUF. (3)10d AT EA TRUSS soy EXTERIOR COUNG FURRING - or 3-Mv 14 0.162 x3-1/2 -- 1795 F2: 1080 (Z) HETA16 I - Div 10 0.1;48"xl 1/2" -- 1920 Fl: 680 F2:770 (2) HETA16 dR - 12 0.162"x3-1/2" -- 2365 Fl: 1350 F2: 1430 SCALE: N.T.S. FLSTMI6 8 0.148"xl-1/2" _- 1110 F1:120 " " VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN A30 8" 4 4 x13 4 Titen 2 F2: 90 IVfTS12 14 0,148"xl 2" -- 990 -- MTTS16 14 0.148"xl-1/2" -- 990 HTS16 16 0.148"x1- 2" -- 1310 -- HTS20 24 0.148"x1- 2" -- 1310 L.STA12 10 0.148"x2-1/2" -- 925 -- LSTA18 14 0.148"x2 2" -- 1235 -- " SHEATHING PER 1114x2- 2 -- 1640 -- PLAN. WTA30 22 0.148"x2-1/2" -- 2050 - - ----------------- T -- -, MtSTC52 62 0.148"x3- 4" -- 4735 -- 2x4 PURUN B EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN w/ 10d GUN NAIL 0 8' O.C. MSTCM40 10 1,/rx2-1/e Titen 2 -- 2800 -- 14 0.148"x3-1/4" T 22 0.148"x3" 3965 F1: 775 1 5/8" ATR F2: 525 VGTR or L 1 5/8" ATR -- 2225 Fl: 650 16 4"x3"SDS F2: 630 V GTR/L 2 5/8" ATR - 5545 Fl: 650 32 1/4"x3" SDS F2: 630 1 5 8" ATR Fl 1185 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. VGT 16 1/4"x3" SDS 4940 F2: 590 (2} VCT 2 5/8"' ATR 7185-2pIy t F1:1185 32 4"x3" SDS F2: 590 DTi2Z 1 8 1/2" ATR 1/4"x3" SDS _ 1825-2x4 min 2145 2 2x4 min -- 1 5 r ATR FNTT 18 0.148"x3-1/2" -- 3610 -- HTf5 1 5/8"ATR -- 4670 -- Z6 0.148"x3" HiTSKT 1 5/8" ATR -- 5445 -- 26 SD #10x2-1/2" AT3L4Z 1 7570 1900 -- 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 12 0.162"x3-1/2" 3 1. AT VERTICALS 3'-6" TO C-6" USE ONE 2x4 'L' BACK. 2. AT VERTICALS OVER 6'-6" TO a-e USE (2) 2x4 °L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). AB#3 1 5/8" ATR 18205 2475 - 12 0162"x3-1/2" H2.5A 10 0.131"x2-1/2" __ 565 F1:110 F2:110 H10A 18 0.148"xl 1/2" _ yw Fl: 565 x SHTG. 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 2x4 BLOCKING 1L' 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 F2: 285 H10A-2 18 0.148"xl-1/2" __ 1080 Fl : 680 F2: 260 8' CMU WALL OR UNTIL 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 HUC48 14 1/4"x2-3/4" Titers Z 3500 1135 6 0.148"x3" 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. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO - BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48' O.C. 0 APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP NAILED w/ (2) ROWS 10d GUN NAILS ® 8" O.C. LUS26 4 0.148"x3" 865 1165 -- SPH4 0.148"xi-1/2" Side: 640 Center :1280 DTC flips 4 3/16"x2-3/4" Titan 2 Fl : 8S 2 0.131"x2-1%2" F2:135 A35 12 0.131"xl-1/2" Fl: 650 F2: 670* SDWC15600 1 SDWC15600 -- 615 Fl: 130 F2: 225 SD C15450 1 SDVVC15450 -- 295 F2: L50 TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED - UTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE TRUSSES AT24"D.C. ENGINEERED WOOD ROOF TRUSS AT 24' O.C. MAX CMU WALL • LOYD ROOF SHEATHING (4) 1/4' 0 c 2-1/4' MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 CONDTIONS OF USE (OR APPROVED EQUAL) SHEATHING PER PLAN 1. QUANTITY OF MISSED STRAPS DOES NOT EXC® FlVE (5) CONSECUTIVE LOCATIONS AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. LOCATION. R09CPARTIAL GABLE END TRUSS DETAIL IF FIELD "CONDITI�OJSTEXCEED CONDITIONS OF USE, CONTACTRUSS TNENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. PARTIAL GABLE R13 MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) sRTUC1m Sam PER PLAN 2x4 LADDER FMWG AT 24 O.C. RM AT OMIM GREATER IM 12•. ATTACH TO TRUSS TW OM w/ (2]-Rid INNS AT 24 04 W. 2x4 w/ (2)12d NALs sur"AL SIFAIIMNG SEE PINT FUR ATFACHMENT 1. AT YERACHS S-6' TO t-8' USE ONE 2x4 V 60 2. AT YERIICALS 014R 6'-6' TO 94 USE (2) 2x41' 8M (1 EA."(OR FM PM CASE 3 BET* 3. AT 1ERWAtS OYER 94 10 IS-0' USE ONE 2x4 1' BACK AND AN AOOrNK W11 R BRACE IS RE:QM AT X PEAK NO AT EVERY OTHER 1ERWAL MILD W N IM RANGE ATFACH THE OIA00EWL AT 0 IF]OLT AND M X D0C W MN THE ROOF SHEATHING r/ (5)12ds AT EACH ENO. N AON110 M 1HE SEGO W�(1 K A SBxN6BACK 6 ALSD REND AT THESE VERIM AND MUST BE ATIACIFD TO E01' BACK w1H (2)12ds AND X SMM nu MKCTM SOE NAL All 1' RACKS ND =NCB= w/ 12ds AT 6' O.C. NOTCH 1' EMCKS AT TOP AND V M. (2)PT 2x4 w/ 1/2' OSB OR PLYIw SPAS 6 TOP s BOTH OF LINTEL w/ 1/4x5' TAP= 0 6' O.C. EDGE NAIL SLF 1w PR PLAN. `SHEATHING PER PLNL PWa W. 2x12 P.T. PUTS w/ 1/2' 0 x 1O' ANCHOR BOLTS AT t4 O.C. MAX w/2'xf PL wA%W AID r EMBEDIFIET. (Mk 3 RM) dAS1NR1' LINTEL PER PLAN n�GABLE END TRUSS BRACING DETAIL BOSTON HIP 20 BMW AT OUGMU ONLY. ATTACH AT EACH END w/ (2)12d MAU WL SHEATHING TO LLO(x1LG AT 6' 04 w/ WWII 8d INNS CLOCK 4 BAYS BACK FROM GABLE TRUSS `■X BRACE IS REQW, ML TO OPPM / FIN SE SINE OF ROCIONG. TRUSS ANCHOR PER PLAN • BOND BEAM PER PLAN AND SCHEDULE SHEATHING PER PLAN 3DINGr/(5)1�GIN� R08B WALL BRACING AT BEARING WALL RWW. UNLESS NOTED ORFRW ON PLANS, PRM O � "GP WE iNE Rou81DER AT 48' a 0 N 0 co � 45 00 O 0 00 � N V� c� • -d �O 0 bb -2 cf) N as ' � r G sue_ T s� N �i v o O 00 OI 00 *N� 4 0 �? H - A %4-4 s-4 0 an Ln 0 PRODUCT MANAGER I RELEASE I DATE: xx /xx /xxxx SPUCE M AL FOR OINxINAI 4• LAP VW 'T' LAP C.O.A.# ARCHITECTURE: NAILED r/ (2) ROw510d GIN INNS 0 8• QC AA28Od M C.O.A.# ENGINEER04G: PROJECT TYPE ��,�� 2) SMM A23 w/ (8)10d x 1-1/r 29M ONE ON EACH SIDE OF BRACE TO TOP PLAN CI TtHOMAS A. WESENR, PESlrl le Fill 111 P.E. # 73242 FLORIDA ■ BEWAMIIN NIESF, PE SPECIFICATION LEVEL P.E.#8&025 FLORIDA SPECIFICATION 5/ DATIE `% 11 I 11111, ����1 ap,�il11 , ✓�, PLAN NAME NPC ILD NUMBER 2116.501 .w • �• i ,(SHEETS41 i aIN CV N 0 J ° ° ° ° ° ° ° ° ° ° ° OTE: ° PROVIDE BLOCK ° "AILIL ° ° SHEATHING EDGES. ° ° ° ° ° ° ° ° ° O ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 1 ° ° ° ° ° ° ° AIL O ° SPACING AT ° O ° ° ° ° ° O 12' IN ° REID ° ° ° ° ° ° ° ° ° ° ° O ° ° ° ° ° 01 ° ° EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16, SHEATHING 8d 3' O.C. 3' O.C. 12' O.C. ALL EDGES SINGLE NAIL EDGE'SPACING 1/2• , s ° DOUBLE NAIL EDGE SPACIN( `2x4 BLOCKING NAILING SHEATHING SR.ICE-SAME THIMNESS AND STUD SPACING PER P STRUCTURAL SHEATHING PER PLAN STRENGTH AXIS ORENTAiION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16- FSHEATHING MIN 8d 3' O.C. 3' O.C. 12' O.C. ALL EDGES W02 GABLE END SHEATHING DETAIL pa W. FN M WOOD BUCKATTACIBIEM: Ix CUSTOM P T. BUCK TO MASONRY Ix WOOD MATCH RNE WIDTH, ATiADi w/ T NALS @ Ix P.T. BUCK 4' FROM ENDS MAID 12'OL. REMAINDER. - ATTACH WHIM THRU BUCK INTO MASONRY ATTAWWINDOW PER PERFLOAIDAPRODUCTAPMAL RORDA PRODUCT •" ` APPROVAL ALTERNATE: SLR $CANT 2K OR GREATER MTO MASONRY BULT.UPTHICKNESS < 2 I/e = 1/410 x C FNISH PER ELEVATION TAPCONS @ C FROM ENDS A D 70.C. REMA DER.0I IME AlBEDM ENT TYPICAL WINDOW ATTACHMENT DETAIL SOW. N.T.S. STRUCTURAL SIFATE�IG. REFER TO STRUCTIRAL SHEETS FOR NALING &OTHER REQ. INSULATION AS PER SPEC. PRE�NGI� ROOF TRUSSES. 12 REFER TO TR SS MFGR. DNW PER ELEV. ASP KT ROOF SHINGLE (OR11LEPER TRUSS STRAP PER STRUCT. DERLS FASCIA PER COMMLJIIYTY SPEC. FASCIA PER COM I M 110 SPEC. BOND BEAM PER PLAN SEE STRUCT. FOR ALL RENF.FM EXTERIOR INTERIOR SEE STRUCT. DETALS FORVAW= VVNFL FINISH® GRADE 4• a MONOLITHIC FWD, SEE STRUCTURAL DETALS IOR WIDTH, DEPTH, & IENF. HE11 TYPICAL 1 STORY WALL SECTION vvQv NTS 12 PER 13EY. WGM-140 STi UCTM MEATHNG. REFER TO STRUCTURAL. SHEETS FOR WING &OTHER REQ. NSUTATDN AS PER SPEC. PREaIGI�RooFTR�ES. REFER TO TRUSS WM DWG ASPHALT ROOF SHN(&.E (ORTILE PER TRUSS STRAP PER STRUCT. DETALS FASCAPBR COMMUNITY SPEC. SOff&OVERIM PERM OWBEAM PER PLAN PREGIST LINTEL PER PLAN OPBINGw/PRECAST SLLFERPLAN SEE STi; U. FOR ALL 18F. RED. EXTERIOR INTERIOR SEE STRUCT. DEALS FORVARIATI M OL IF-TRL R. ROB GRADE MONOLITHIC FND, SEE STILICIURAL DETALS FOR WIDTH, WM & Of FM 1TYPICAL 1 STORY WALL SECTION soft NTS (2) SDK15600 0 TOP OF JACK STUDS, U.N.O. — DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48' LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS NAIL PLATES CONT. w/ 10d COMMONS AT 16' O.C. — (6) 10d NAILS KING STUD TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA18 CENTER ON HEADER. SHEATHING PER PLAN — 2x STUDS AT 16' O.C. (3)SDWC15450 B BOTTOM OF JACK STUDS, U.N.O. NAILING PER PLAN WOOD W ATTADOW . Ni. FNEHi 2KORGREATERWTOMASONRY EXTERIORCONCWALL IxWOOD BULT4JPTHICOM < 2114'=1100x4' & PT. BUCK TAPCONS @ C FROM ENDS MID 12'O.C. REMMDER w111/4'BAJBe11BHi ATTACH DOOR PER GARME DOOR MD RORiDA PRODUCT TRACK, NSTALLED PER APPROVAL ALTERNATE: MANUFACTURERS 1x CUSTOM PTBUCKTO MASONRY SPECFIGITIDNS. BRICK MOLD MATCH FRAME WIDTH, ATTACH w/ T NALS FIft PER ELEVATION @ CFROM ENDS A D 12'O.C. REMANDER ATTACH DOOR THiRU M IN71O MASONRY PER RORDA PRODUCT APPROVAL TYPICAL DOOR ATTACHMENT DETAIL awe N.T.S. STUD COLUMNS PER PLAN )40 SDS SCREW 016' O.C. — STAGGERED EACH SIDE OF POST (RESULTING IN 8' O.C. fUD COLUMNS PER PLAN OVERALL SPACING) 4-PLY. N x 5' SDS SCREWS 5-PLY: X x 6' SDS SCREWS 6-PLY: Y x 8' SDS SCREWS 7-PLY: N x 8' SDS SCREWS CS16 OR EQUIV. (TOP, MIDDLE AND BOTTOM) 3d NAILS 0 8' O.C. I PLY) (2) 10d NAILS 0 8' O.C. (EACH PLY) PRIMARY METHOD Q o STUD PACK DETAIL WGM-150 ALTERNATE METHOD V V /`A FOR (4) PLY OR MORE STUD COLUMNS EXTERIORCONCWALL 114'DRRVEMANCH01 car i�a• �� r a :�, � — UPLIFT NAILING PER PLAN CRIPPLES AS REQ'D HEADER PER PLAN, (2) PLY MIN. ADDTIONAL JACK STUD AND CONNECTORS REQUIREMENTS PER PLAN. FASTEN WALL SHEATHING AT 3' O.C. ALL AROUND OPENING -FT--Ir II II II II II II II II II II II II —ILL —JL NOTE: TYPICAL FOR EXTERIOR BEARING WALLS FRAMING TO BE 20 U.N.O. ON PLANS �nin� TYPICAL FRAMED �BEARINWWU LL ravv ►= 2X6 WOOD BUC(ANDiORED TO CMU w/ 112'xG1.'8OLTSCR6/8'x!; SMFSON TITEN tD'S w/2'WAMEMAT2CO.C. & WITHIN 6' OF TOP A D BOTTOM, OR (2) FRAMETOBUC(TO Rpy�OFIWx3'MASONlRYSCTt1N$@ MASONRY 12'OL. STAG(fR R OINS6'FROM EACH BIND 112'x 21/4' HLT1 SLEEVE ANCHOR OR EGA MN 110 EMBED INTO MASONRY (1) PER MACIF FRAMETOMASONRY TYPICAL GARAGE DOOR ATTACHMENT N.T.S. .-a . ... ,-...,..... . EBAR, CONT. IN I BEAM BEAM PER PLAN EBAR VERTICAL ED 25' MIN. U.N.O. EBAR VERTICAL IN I FILLED CELLS, PLAN). EBAR VERTICAL ED 25' MIN. U.N.O. CLEAN OUT AT ALL D CELLS. FOUNDATION PLAN DETAILS FOR FOOTING =ORCING. IV UW II IF-I%d1LA TYPICAL FILLED CELL DETAIL W19 WGM-160 (2) SDK15600 PLATE TO TRUSS, U.N.O. DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48' LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16' O.C. — (6) 10d NAILS KING STUD TO HEADER (MIN. 3 EA. PLY) (1) SIMPSON LSTA24 w/ (18) 10d NAILS U.N.O - CENTER ON BOTTOM - HEADER CONNECT WALLS PER WIO DETAIL 2x STUDS AT 16' O.C. TRUSS BOTTOM CHORD PER MANUF. 0 24' O.C. (2) SDK15600 TOP PLATES TO EA HEADER PLY ADJACENT TO EA TRUSS, UNO HEADER PER PLAN, (2) PLY MIN. ADDITIONAL JACK STUD AND CONNECTORS REQUIREMENTS PER PLAN. —FT-7T II II (3) SDWC15450 ® BOTTOM OF KING/JACK, U.N.O. II II II II II II —u—JL NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING. FRAMING TO BE 2x4 U.N.O. ON PLANS. IF CRIPPLE STUDS ABOVE HEADER, CONNECT CRIPPLES TO TOP PLATES & HEADER w/ (1) H2.5A. 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. UNTEL LENGTH MAX. CLEAR OPENING TYPE A 8" UNTEL 8" TYPE B 8" TYPE C 12" TYPE B 12" TYPE C 14" TYPE B** 14" TYPE C** 16" TYPE B 16" TYPE C 20" TYPE B 20" TYPE C 24" TYPE B 24" TYPE C 28" TYPE B 28" TYPE C 32" TYPE 8 32" TYPE C 2110" 1'6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 3'6" 212" 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 1 5206 6113 7019 8672 10000 10" 4'S" 3'4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 5-4" 4'0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5'10" 4'6" 860 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 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 94" 710" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 Y 4" 8'0" 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 912" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 11'4" 10,0" 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12'0" 10'8" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 12'6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2883 13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14'Q" 1218" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14'8" 13'4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 15'4" 14'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 17'4" 16'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19'4" 1901, 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* 1 845* 1114* 1345* 1468* *PRESTRESSED ** 8" W/2" RECESS U-LINTELS T e 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 C.O A.# ARCH' MCTURE: AA26+0192HHN C.G.A.#► EINKitMMFIM M, L3 THOU" A. WESER, PE P.E. 11173242 Fi OF"DA 9 B04JaAMIN hME&E, PE P.E. # 86026 FLORIDA 5/20/21 DATE ON MMaw.4160 ' ili!I1litit� Z2 n F C, c O c. e-� 00 M 0 0 v 00 A� v� -N N Vr--4 •� '00 N � tPulteGroulo'- PRODUCT MANAGER IRELEASE DATE: inerle F I Mte PLAN NAME Spruce NPC -CHILD NUMBER 12116.501 SHEET S4.2 ".7