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HomeMy WebLinkAbout6275 Bradford Woods DrCr 0 0 0 CD CD N O N C N N E U 0 w 0 3.. p tte,N tC; APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLELOT 40'-0" 64'4" - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL -2017 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB SPECIFIC AREA TABLE Sheet Number Sheet Title Description TOTAL GO.01 Cover Sheet :CONDITIONED SPACE GO.02 General Notes CMU-BASE PLAN 1662 SF A1.11 1st Floor Plan 1662 SF A2.01 Front Elevation & Details :NON -CONDITIONED SPACE CMU-COVERED LANAI EXT. 199 SF CMU-FRONT PORCH FM1 OR C1 OR C01 OR FM2 OR C2 25 SF CMU-GARAGE 463 SF A2.02 Side & Rear Elevations & Roof Plan E1.11 1st Floor Electrical Plan E1.12 1st Floor Electrical Plan Options P1.11 SO.OA S1.OA 1st Floor Plumbing Plan 687 SF 2349 SF S1.1 A S1.2A S2.OA S3.OA S3.OB CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-Elevation23-2019 Choices Craftsman (CR102) Irs oor Mate Height g' 4" Plate Height Kitchen Layout Choices Layout 1 ALL tA,' HIAL r, Ccf A LY °�'° 11TH PREVAILING RK S,p . c P 4���`�,a�E NX K_'N 1,k , I<`(T7�a f l01) ., � i�W 4�y p is� p p �i �^ AND ORDINANCES PLAN Laundry Layout Choices Layout 1 Additional Hose Bib Location Rear Exterior Irs oar a CMU Exterior Wall Garage Handing Garage Left Garage Water Heater Choices Electric Water Heater Garage to House Entry Stepped Entry Uathering Noom Ceding Choices Flat Ceiling Gathering Room Door Choices Window 1 Owner's Bath Layout Choices Owner's Bath Layout 2 Owner's Suite Ceiling Choices Flat Ceiling Covered Lanai Extended Covered Patio over Entry Door wing Door Swing In Wind Speed Choices Wind Speed 140 High e ocl y Hurricane Zone Non High Velocity Hurriccne Configuration Choices Configuration B LOT SPECIFIED PLAN INFORMATION Customer Name Market Home *, 6871-07201 Address 6275 BRADFORD WOODS DRIVE ZEPHRYHILLS 133542 Community 6871 OAKS OF PASCO 6871-07201 ---- �00 Mo v� o 0 0 o 00 a 'T� o � w tAD CIO (�4-1 N � O O i cv r .. c� L� M 00 w O N O w Cn N O � PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX -- r PROJECT TYPEJ . Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Cedar f' NPC CHILD NUMBER 2810.500 E SHEET GO.01 f i `3 r' I 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 — 1h" 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 — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR t�^=� 1 x SHALL BE ISSUED TO THE BUILDING DEPARTMENT —SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF —PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER 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 �tPulte#,.. o"�� .. TREATMENT THAN 30 SF 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"00" 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 GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. — " GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE 1/� OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — 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 — 1h" 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 —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 () DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS — MIN. TREAD DEPTH 10" o OPENINGS SHALL 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), o 34"-38" ABOVE SLOPE PLANE 1hcorrosion—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 0 1 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 ll, 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 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 c5 Cl— CD cV O N F- S U' Cl- CD U 0 ( IWj O M W m • r-+ o oCD .00 Q`r' i-_11 o N � U CZ • 7, r—' w 0 C� = 1 Naoa 19pultet, .H . 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 GO.02 FIRST FLOOR PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) TRIM BOARD MDF. SHELVE'' ER INTO SIDE' )/� MDF. BOA MDF. BOARD E(S) SECTION THFUJ 2-6- uM UT nth SECTION THRU SEAT Vrg��� S-6' WN g1MON WX AMNG 01K CUBBES 5-0' at WATER - ABB aiM Born ME STANDARD = BENCH ONLY (A) NOTE: OPT.1: BENCH, WAINSCOT & * IF WALL WIDTH IS >3'-6" - ADD VERTICAL CUBBIES* (A B&C) CUBBIES, MAINTAIN MIN. 2'-6" SEAT * IF WALL IS 5-0 OR GREATER -ADD DROP ZONE DETAIL CUBBIES BOTH SIDES SCALE 3/4' = 1' - 0" w, 0 O Mo t'J ? VJr ^ O O 00 (\ ^^ !S•� d1 O va-, U `(' r---q cC5 75 � o � w s.� N � AtPulteGrouppr O O cv c--+ cn ` M OQ w v O a, N � Q � �-+ o -�c o as x � PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A1.11 ......... . 3 vi a� c 0 w L- ED CD N 0 N c N N E U N 0 W r O J d w , O O j IWJ � di M C? v� .o cXD Q� �o vUN `Y' U r --- 4 cf-3 � w o� ME�03 �4-A N � *Pulte I PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sinile Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2.O1 -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 2349 338256 7.830 1127.520 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. SO. FT. SO. IN. LIN. FT. VENTS 3.132 451.008 4 4.698 676.512 110 ROOF TOP ATTIC VENT- SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SO. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY ROOF PLAN SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'4' ON 11 x17 PAPER) TRUSS BEARING jk 9'-4» -------------- 8-0 0 T.O. WDW ----------------- <r _ �o i 00 0'-0" Jk FINISH FLOOR SIDE ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) TRUSS BEARING T-4" 8"-0- Y _ T.O. WDW i o i 00 0'-0" FINISH FLOOR TRUSS BEARING 9'-4" 8'-0" Y T.O. WDW CD C" I 00 0'-0" FINISH FLOOR ---------------- ----- IL LL-]E I ;OPT. GRIDS PER ;COMMUNITY SPEC L OPT, 4" BANDING E REAR ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) -- OPT. GRIDS PER OPT. 4" BANDING COMMUNITY SPEC SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) co CL 0 CV O cV S CD CL U OO w ` (IW' (=) O di MC C �' v� r--q O \ O 00 Q`s' iN O v� cn C'4 U `Y' di cn c� � o w 0 bA .;�--q c� rm� H c� N � O o `-' O m CC) OQ w °� v 0 � N o C � W 4 o c 0 a� W �n PRODUCT MANAGER RELEASE DATE: xx Ax /xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2.02 3 0 0 w 0 0 0 0 0 CV O N 0 N U 0 W r- 0 J d FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) II ELECTRICAL SYMBOLS ll 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFC1110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. BE SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD F@ LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT -�/ LIGHT FIXTURE / VAPOR PROOF Z� LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 4 EXHAUST FAN (EXTERIOR VENTED) 0 CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE O SMOKE DETECTOR O EP ELECTRIC PANEL (AFCI PROTECTED) 3C SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT © THERMOSTAT -0 PB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /0/ GARBAGE DISPOSAL (GFCI PROTECTED) CHIMES DOOR BELL CHIMES �' GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV MEDIA S 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 I 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 SER CABLE 150 AMP D COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I. — 1#4 SERVICE GROUND _ CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O O j IWJ co co c v 00 •roll O 0 VJ o � 000 � H CYN v� cf') r .. i c .O V � w CIS) Cf) Nm0 PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1.11 3 .s 0 0 0 U U . w 0 O CD w N 0 N 0 N E U W r_ 0 J a_ OPT. COACH LIGHT IN SOFFIT -------------------------------------------- , , --------------- I I 'COVERED LANAI M. OPT I OPT. --- OPT. FLOOD LIGHT OPT FLOOD LIGHT WP/GFCI ` -------------------------- - ---------------- - ----------------- - ------------ -- `-'��� 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 #NP/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 4 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 LS LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) Q EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS SMOKE DETECTOR O EP ELECTRIC PANEL (AFCl PROTECTED) � SC SMOKE/CARBON SMOKE/CARBON ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCl PROTECTED) EMERGENCY LIGHT PB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH T TELEPHONE OUTLET CHIMES /O/ GARBAGE DISPOSAL (GFCI PROTECTED) DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT (0 OPENER DATA/TV MEDIA S MEDIA /SWP BOX f DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER '-2" PVC CONDUIT ' 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 11 7 TAB C^� III III III III ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP M COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL 2PH MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 'I_� II III III IIIII�� 1#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE C5 a 0 N CD cV F- S r 0 U O w ` r IW' C) O co M� c? v00 r__q o VJ O 00 %-1 O v cr, d� c� c� o � w 0 4-1 N � tpu Ite G"', noi 11 PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1.12 3 0 r E Lj- - 0 0 0 N O N cV N E U 0 W 0cl- FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'—O" (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY 0 W CD M ? v00 4� O � O 00 n� �•1 O v� -N N U `Y' � w 0 rm" c-� � cf) +' 41 N O O cv w 00 c v � a, Z a; PA 4-4 v Q �D O 1� O O PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx I ,1 iY li REV I DATE MMPTIDN PROJECT TYPE Single Famil P,. SPECIFICATION LEVEL Pulte PLAN NAME Cedar` NPC CHILD NUMBER 2810.500 SHEET pill '+ 3 0 0 0 0 N 0 (V 0 CV U N w 0 a_ A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 7th EDITION. 2. DIMENSIONS SHALL TA KE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE, ETC. 4. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACKCHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE. 6. ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-POSITIVENL06: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS _ 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE _ 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS _ 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING _ 40.0 PSF WIND SPEED PER ASCE 7-16 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE "C" 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 VERIF Y 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.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK FILL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER 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. 8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. 9. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. 10. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. 11. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5" SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0" SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE Y2' TO 2 Y4" 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 MIEN REQUESTED BY THE BUILDING OFFICIAL. E. MASONRY WALL CONSTRUCTION: 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. 2. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (f m = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8" x 8" x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE "S" OR V. 4. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI, 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. 7. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 8. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 9. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. 10. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK #4 20" 3" 10" #5 25" 3-3/4' 10" #6 34" 4-1/2' 11" #7 42" 5-1/4" 13" F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615 GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO BE: CLASS "B". MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. 4. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. 5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8' -3/8" d>=8 in +/- 1/2" 1 -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2" G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NDS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 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 2x4 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) 20 KING STUD AND (1) 2x4 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH r TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8" O.C. FOR EACH, U.NO. 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. 10. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12" O.C. UNLESS NOTED OTHERWISED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24' O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" (INCHES) O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP 0 UNDERSIDE F ROOF TRUSSES - T NDER DE 0 R TR E 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-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 8. ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL BE DETERMINED BY THE DELEGATED TRUSS ENGINEER A Alnl Inn A nF-. 1, SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2" DIA., EMBEDDED 7". USE 10" LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3"O"A.229" PLATE WASHERS ARE ASTM/ASME B18.22.1, 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193, PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON "STRONG -BOLT TPER FL PRODUCT APPROVAL #15731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON 1TEN HD'PER FL PRODUCT APPROVAL #15730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON "SET-XP'PER FL PRODUCT APPROVAL #15730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL #16230.1. SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIMPSON "SET-XP'. 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE: SIMPSON POWDER -ACTUATED FASTENERS'PER FL PRODUCT APPROVAL #15730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON TTEN SCREWS'PER FL PRODUCT APPOVAL #2355-R4. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON "SET'PER FL PRODUCT APPROVAL 115730.5. 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL. 8. PRE -APPROVED SUBTITUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON 'STRONG -BOLT 2'W/ MIN. 2 3/4" EMBEDMENT DEPTH AND LEDGE DISTANCE. b) 1/2' DIA. SIMPSON TTEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9, PRE -APPROVED SUBTITUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2" DIA. SIMPSON TTEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2" DIA. F1554 GR, 36 ATR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 10. PLACE ANCHOR BOLTS AT 4" MIN AND 12" MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4" FROM CONCRETE EDGE, AND SPACED AT 24" O.C. MAX. 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 13, BOLT HOLES SHALL BE 1/16" MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A a4 DIA. HOLE 6" DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36" LONG #5 REBAR WITH SIMPSON TYPE "SET" EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12" LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. IF THE WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX. 16" HIGH AND 4" WIDE AT THE FLOOR. DRILL HOLE AND INSTALL A 32" LONG REBAR AS DESCRIBED ABOVE LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS. 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE E AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-Y" FROM ANY EDGE FOR )2- BOLTS AND 3-r FOR r AND Y" BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5" MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24" TO 16"). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN 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 Y2", 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 N 5% OF THE WIDTH IN BEARING Q TH TE THAN 2 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 WITH (12)-1/4N3"SDS SCREWS, WHERE "#'CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOP/BOTTOM PLATES a. FOR PLUMBING/MECHANICAL UTILITIES A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE AT I T AS - 2'WDE AND MUST BE Q N THAT S A LEAST i l/ FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/270 THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1-FROM THE EDGE OF THE PLATE. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS 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 UTUES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3" WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS INCLUDING BUT NOT LIMITED TO LANAIS PORCHES AND BALCONIES 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD 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 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 1217-3 OR 12F-4 SYSTEM REQUIREMENTS IN EVALUATION REPORT FL12194-R9 AND ARE CAPABLE OF RESISTING MAXIMUM COMPONENTS & CLADDING DESIGN PRESSURES OF +48PSF &-64.2PSF DESIGN PRESSURE CALCS PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS ComponDESIGN e"+++1�, Positive Negative Width Height Effective res ure Pressure Description Zone Area ft2 fs# 16070 O Gb --- 15 7 112 21.8 -24.3 3080 DOOR 4 3 8 24.0 24.2 -25.4 6080 SCD 5 t 8 48.0 23.1 -29.1 25SH 4 3 5.25 15.8 25.0 -27..1 25SH (2) 4 5 5.25 31.5 23.9 -26.0 25SH (2) END 5 6 5.25 31.5 23.9 -30.8 4410 FIXED 4 4 1 4.0 25.7 -27.7 26SH (2) 5 5, 5 36.E 23.7 -30.3 25SH (3) END 1 5 9 5.25 47.3 23.1 -29.2 ABBREVIATIONS: A. PLYWD = PLYWOOD B. OSB = ORIENTED STRAND BOARD C. NAILING: C.A. 8d = COMMON NAIL C.B. 10d = COMMON NAIL C.C. 12d = COMMON NAIL C.D. 16d = 0.135" x 3 1/2" GUN NAIL C.E. EN = EDGE NAILING C.F. FIN = FIELD NAILING C.G. SIN = SIDE NAILING C.H. BIN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONIC = 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 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1 /6/21 DATE�����Iitlt/� STATE 4 IK IDS''. ' ��► *`� A1. iltllltti .. w ` O O ( IWJ � MC � r__q 00 �o 0 0 � O 00 n� �-I O U r___q `Y' 0O bA as cy +' N C) PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinrle Familv SPECIFICATION LEVEL I Pulte 4NF�(1) #5 REBAR w/ 25" LAP U.N.O. ',. C.M.U. FINISH PER ELEV. FINISH GRADE 00 o Z MONOLITHIC FOUND. - W/ (2) #4 DIA. RODS CONT. ON CHAIRS 9" STARTER COURSE - 1-4" M 2 STO Y ALT. CMU SEAT @ -1Y2" F01 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 C/? An � Y er SLOPE '— MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. Fos 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 016' O.C. OR (2) ROWS 12d 1/2" G.W.B. EA. SIDE GUN NAILS ®12' O.C. STEP PER PLAN :SLOPE 1. :;- IN— Fl0" 6 1/2" (1) 14 ROD CONT. ON CHAIRS UNO CONDITIONSTEP Foa THICKENED SLAB@ GARAGE NON -BEARING SCALE: 1 /2"4-0 8" C.M.U. FINISH PER ELEV. FINISH FLOOR CLEAN COMPACTED FILL FINISH GRADE PVC SLEEVE 1'-4' 0 2 STORY F13 BEARING PENETRATION DETAIL SCALE: 1 /2"=1'-0 CMU COL PER PLAN PAVERS OR SLAB PER SLOPE ' SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN .. (IF REQUIRED) PER PLAN MASONRY WALL CORNER ON SPREAD FTG. SCALE. 1/2"-1'-0 3/4" RECESS IN SLAB — FINISH FLOOR CMU COL. PER PLAN — #5 REBAR #5 REBAR w/25" MIN LAP � w/25" MIN LAP OIL -0'-0" SLOPE w w IV m � CONCRETE FOOTING m � w/REBAR AS NOTED o Z ON FOUNDATION PLAN (IF REQUIRED) PER PLAN iers) MASONRY WALL CORNER ON SPREAD FTG. (Concrete) (1) #5 REBAR AT FILLED CELL CMU STRUCK BOTH ldk-O'-O" 00 i 1'-4 Fo4 EXT, MASONRY WALL @ GARAGE 'CURED CURB -INISH GRADE IONOUTHIC FOUND. i/(2) #4 DIA. RODS :ONT. ON CHAIRS SCALE: 1/2"=1'-0 SCALE: 1/2"=1'-0 Z 8" C.M.U. WALL FINISH 2-1/2" � IMPACT PER ELEVATION DOOR DOOR PER SPEC Z GROUT BED PAVERS PER SPEC N � PAVERS PER 3" � DOOR PER SPEC (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS w DOOR THRESHOLD � VARIES) 0'-0" F.F. SLOPE O'-O" F.F. SLOPE7, y '.. 0, SLOPE III - - MONOLITHIC FOUND. I w/(2) #4 DIA. RODS CONT. ON CHAIRS. 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d GUN NAILS P 12' O.C. START SLOPE HERE 2" SLOPE FLUSH CONDITION PENETRATING PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS PVC SLEEVE VIEWI 2x AT 24"O.C. MAX. 1/2" G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS PLAN PER PLANml-� PER PLAN - g THRESHOLD z co f� ICI=ICI=ICI JICO00 =I 1 I_ 3" ICI_ ICI w I MONOLITHIC FOUND, MONOLITHIC FOUND. MONOLITHIC FOUND.--"'1'-O" n — W / (2) #4 DIA. RODS „ w/(2) #4 DIA. RODS GONT. ON CHAIRS 1'-4 ® 2-STORY w/(2) #4 DIA. RODS 1-4 2-STORY ® 2-STORY ` CONT. ON CHAIRS CONT. ON CHAIRS ` ~, III 1'-4" ® 2 STO Y ALT. FLUSH BRICK EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) SCALE: 1/2-4-0 FINISH (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. SLOPE SLAB THICKENED SLAB EDGE SCALE: 1 /2"=1'-0 (1) #4 REINFORCME 4" SEE FOUNDATION PLAN 4" BAR CONT. CONC. PER SCHEDULE SCALE: 1 /2"=1'-0 NT z Q SLOPE TO DRAIN SHOWER RECESS SCALE: 1 /2"=1'-O PAVERS TYP. %////. i%1//. %//X/ 11 Imm (1) #4 BAR CONT COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE: 1 /2"=1'-0 �. 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 :. F .� NUMBER OF CORNER • - ; � :.::..' _._.. ... SPLICE: PROVIDE CONT. PARS EQUALS NUMBER STEEL REINF. BARS BENT v OF CONT. BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE ` ' BUILDING CODE. NUMBER OF REBAR MIN. PER PLAN 25" LAP SPLICE Fie REINF. PLACEMENT AT FTG. CORNERS SCALE: 1 /2°=1'-0 m J � r-i v0c) O •r�..I VJ O 00 V ` v 2-1 `Y' r-� U cc5 rv� c1r) 7-4 V O bA (r) = 4-A N 0 PRODUCT MANAGER RELEASE DATE: XX XX XXXX WV# DA PTON C.O.A.# ARCHITECTURE. --- AA26002802 PROJECT TYPE G.O.A.# ENGINEERING: ,,,,;j 29349 Single Famfl a I] THOMAS A. WEBER, PE Q P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 1/6/21 �s DATE cif, PLAN NAME CD 'F - Cedar f N NPC CHILD NUMBER N 2810.500 a) • ttl" SHEET s ra F S1.0 ,, 4 tz ''� S!owa �.�. a SHOWER RECESS SCALE: 1 /2"=1'-O PAVERS TYP. %////. i%1//. %//X/ 11 Imm (1) #4 BAR CONT COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE: 1 /2"=1'-0 �. 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 :. F .� NUMBER OF CORNER • - ; � :.::..' _._.. ... SPLICE: PROVIDE CONT. PARS EQUALS NUMBER STEEL REINF. BARS BENT v OF CONT. BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE ` ' BUILDING CODE. NUMBER OF REBAR MIN. PER PLAN 25" LAP SPLICE Fie REINF. PLACEMENT AT FTG. CORNERS SCALE: 1 /2°=1'-0 m J � r-i v0c) O •r�..I VJ O 00 V ` v 2-1 `Y' r-� U cc5 rv� c1r) 7-4 V O bA (r) = 4-A N 0 PRODUCT MANAGER RELEASE DATE: XX XX XXXX WV# DA PTON C.O.A.# ARCHITECTURE. --- AA26002802 PROJECT TYPE G.O.A.# ENGINEERING: ,,,,;j 29349 Single Famfl a I] THOMAS A. WEBER, PE Q P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 1/6/21 �s DATE cif, PLAN NAME CD 'F - Cedar f N NPC CHILD NUMBER N 2810.500 a) • ttl" SHEET s ra F S1.0 ,, 4 tz ''� S!owa �.�. a SCALE: 1 /2°=1'-0 m J � r-i v0c) O •r�..I VJ O 00 V ` v 2-1 `Y' r-� U cc5 rv� c1r) 7-4 V O bA (r) = 4-A N 0 PRODUCT MANAGER RELEASE DATE: XX XX XXXX WV# DA PTON C.O.A.# ARCHITECTURE. --- AA26002802 PROJECT TYPE G.O.A.# ENGINEERING: ,,,,;j 29349 Single Famfl a I] THOMAS A. WEBER, PE Q P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 1/6/21 �s DATE cif, PLAN NAME CD 'F - Cedar f N NPC CHILD NUMBER N 2810.500 a) • ttl" SHEET s ra F S1.0 ,, 4 tz ''� S!owa �.�. a PRODUCT MANAGER RELEASE DATE: XX XX XXXX WV# DA PTON C.O.A.# ARCHITECTURE. --- AA26002802 PROJECT TYPE G.O.A.# ENGINEERING: ,,,,;j 29349 Single Famfl a I] THOMAS A. WEBER, PE Q P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 1/6/21 �s DATE cif, PLAN NAME CD 'F - Cedar f N NPC CHILD NUMBER N 2810.500 a) • ttl" SHEET s ra F S1.0 ,, 4 tz ''� S!owa �.�. a c I Ic C oc I 40'-0" 26'-4" 13'-8" 5030 0 24"x24"x12" 1CONC FTG w/ #4 -0 S 30 S"-- - L REBAR @ 6" O.C. EA WAY 1 F11 F11 0 27'-0" -- S1.0 13'-0" S1.0 -- ll I CIOF12 3'-5 1 /2" 8" 7'-0" 8" 4' 7" 8" 7' 0" 8" 2'-3 1 2" w/OPT. SCREEN w/OPT. SCREEN S1.0 ENCLOSURE ENCLOSURE VERIFY M.O. VERIFY M.O. • lei Cc N O O -� F01 F07 0'-0" N LVAIRIES o S1.0 S1.0 • O g o 8 1 /2" `D 1'-5 1 /2" 8" 10'-2'r SOLID POUR SOLID POUR VERIFY N S. C. M.O. F01 - I I S1.0 g" 3'-0 1 /2' L- o _ 00 I � 52" g 0'-0" S. C. F26 S1.0 I - " I 00 I I a Zo • I �c7 � co 0 QD S. C. REFER TO ARCHITECTURE FOR F08 ACTUAL WALL LOCA ION S1.0 M CD REFER TO ARCHITECTURE FOR F08 ACTUAL WALL LOCATION VARIES I o S1.0 c- N N S S - cV START SLOPE HERE REFER TO DETAIL FOR FLUSH ENTRY CONDITION OHM 20'-9" VARIES F08 S1.0 S. C. S. C. A OF 0 • • F04 I S1.0 o I =- w 0 FO7 I 7 S1.0 00 SOLID POUR SOLID POUR S. C. S. C. • • 7 1 /2" 7 1/2 " FO6 S1.0 a, o, I 3 -4 fi i F04 VERIFY o M.O. r F01 • S1.0 -f d co N J I o VERIFY M.O. o N N , lal- • • 77-1—mitel 1'-8 1 /2" 1'-8 1/2" 16,-8n 8n 4,-7" 40'-0" FOUNDATION PLAN - SCALE: 1/4"=1'-O" 2'-10" VERIFY M.O. 1 7'-Orr 8„ 14'-0" 2'-10" 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 ELF E 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 G.O.A.# ARCHITECTURE: AA26002802 C5 0 N O N cD Of a_ O 0 00 m MO � 00 c� O � 0 VJ � O 4J � O b� 0 ;__4 r - N � PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX G.O.A.# ENGINEERING: PROJECT TYPE 29349 Sin le Famil Il THOMAS A. WEBER, PE P.E. # 73242 FLORIDA • BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 1/6/21 DATE.,,wilI1II Tf PLAN NAME Cedar 12810.500 NPC CHILD NUMBER No.86 - r'x1 SHEET sTaT �Au. `���rslQNAL sil 3 'n d N N 0 0 N O N 0 N QJ U 0 w 0 a WALE BASE PLAN SCALE: 1 /4"=1'-O" LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8" KNOCK OUT BLOCK WITH #5 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4" NOMINAL BEARING PER END 0 UNTELS 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 QUANTITY OF REBAR AT r I BOTTOM OF LINTEL CAVITY F16-1 B/1 T LL QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR Q J : CMU Z co o GROUT r' #5 REBAR AT BOTTOM OF LINTEL CAVITY 7-5/8" BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH LEGEND DETAIL INDICATOR XX ® 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 ------- 3'-5" - 6'-0" DOUBLE 2x8 ------- 6'-1' - 8'-6" DOUBLE 2x10 2 JACK STUDS, EACH END. 8'-7" - 12'-6" DOUBLE 2x12 2 JACK STUDS, EACH END. �rl/J cf) C? r--4 v0c) m '► O vJ O � O 00 %n-1 di �-1 CT O v� U `Y' O bA c� N C) PRODUCT MANAGER RELEASE DATE: XX XX XXXX REV DATE E9CRIPTN7N C.Q.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Famil O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ® BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 1 /6/21 DATE `�Vtiftlf! PLAN NAME Cedar w NPC CHILD NUMBER 0 12810.500 'O ATE O SHEET \ S2.1 to �'�►�` 3 0 N (/7 0 -s, 0 N O N C N E U 0 W rz 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 2Y32" 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 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA N BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1 /6/21 DATE �1Lillf w ` O (IWJ 14 Mo v 00 �m • O O 000 'di n-1 �-1 O v � U`Y' t --1 di ns O c� c� r-j «5 N a �Pultes:. PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME NPC CHILD NUMBER 0.860 =� 2810.500 A SHEET .10 TES S3.1 Of o p ```•�► �� Illi1 STRUCTURAL SHEATHING, SEE PLAN AND DETAILS r^" "TrA nPnAr'rr PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. -OR- 2x BLOCKING AT SHEATHING EDGES w1 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS w/ (3)1 Od NAILS, 24' O.C. CONTINUOUS STRUCTURAL CENTER MAX SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHIN( SHEATHING DETAIL NAIL PER TYPICAL SHEATHING DETAR TYPICAL TRUSS ANCHOR PER PLAN DETAIL AT TRUSS HEEL TYPICAL , 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 w1 HEEL < 9114' r3rROOF TRUSS ON MASONRY Soule: 1 /2"=1'-0" u "X" = 10% "X" = 10% HOUSE WIDTH � %03 HOUSE WIDTH O x O O 3 -J x �Y x RIDGE O1 GABLE END BOSTON HIP 4 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1A w/(3) 8d EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS _ OR PER PLAN 2x4 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) 10d SHEATHING PER SHEATHING PER PLAN. -OR- PLAN. -OR- - - 20 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW w/ (3) 10d EACH END. oneAALLEY SET OVER FRAME File Name: I V v JKti RZ-010 PRE-ENGINEERED ROOF TRUSSES ® MAX. 24" O.C. STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "L" BACK. SHEATHING PER ARCH 10 FURRING AT 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" INSTALLED PER MANUF. MAX. 16" O.C. w/ (3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). S01 EXTERIOR CEILING FURRING 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 SCALE: N.T.S. "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. "X" = 10% OF HOUSE WIDTH 'I O ® 7 Z /� CI RIDGE RIDGE GABLE END i GABLE X HIP VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. - - - - -- - - -,- _- - - -- - 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS. BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE. 0! /2 SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2z8 P.T. PLATE w/ 1/2" 0 z 10" -0 , ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. STRUCTURAL SHEATHING CMU u WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT MASONRY WALL w/ HORIZ JOINT REINF ®16" O.C. NAIL BOTTOM CHORD OF GABLE " MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER TRUSS w/ 12d s AT 4 O.C. DI AAI �/lf? RAllCfl RFell eT 11e111 TED COND!MN CMG 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. NOTES: 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 / CONT. 20 PLAN AND DETAIL. \ 2x4 NAILED FLAT TO TOP OF BRACE ("T" z6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN 22 TOP STRUCTURAL NAILS 0 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILINBRACE SPLICE SHOWN G PER PLAN \ 2x4 BLOCKING AT 48" O.C. - \ / 3 TRUSS BAYS WOOD FRAMING 2x6 NAILED ®BOTTOM PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 "GABLE E�DTRUSS BRACING DETAIL GABLE END 20 LADDER FRAMING AT 24' O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2x6 w/ (2) 12d NAILS STRUCTURAL SHEATHING PER PLAN 2z BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d ® EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING SHEATHING PER 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 8'-0" BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND ® 32' MAX. SPACING IF LENGTH IS LESS THAN 4'-0" USE 2x4 "L" BACK, IF LENGTH IS GREATER THEN 4'4 USE (2) 2z4 "L" BACKS. NAIL "L" BACKS w/12d ®12"O.C.(NOTCHED • TOP w/2-12d TOENAILS "L" BACK -EXTEND 6" PAST LOWER ROOF SHEATHING 1109`;PARTIAL GABLE END TRUSS DETAILE L (8) 10d NAILS EACH (4) 1/4" 0 c 2-1/4" W ;EE PLAN MENT ;RED 24" Q,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. R07 WAL_LBRAC_INGAT NON -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. 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING STRUCTURAL SHEATHING PER PLAN AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. 2x4 LADDER FRAMING AT 24 O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE TOP CHORD w/ (2)-16d NAILS AT 24" O.C. SIDE OF BLOCKING. CONT, 2x4 w/ (2) 12d NAILS STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. TRUSS ANCHOR 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. SEE CONN. CHART 2, AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BOND BEAM PER PLA BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW), FASCIA 2x SHTG. 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 SEE ARCH. BLOCKING "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS DRAWINGS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 8" CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED CMU TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. - 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS TO BLOCKING AND TO THE "L" BACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND THE REMAINDER AT 48" O.C. DIAGONALS OVER 8'-0" MUST HAVE AN ADDITIONAL "T" BRACE ATTACHED TO THE NARROW EDGE w/ /12d's AT 6" O.C., "T" BRACE LENGTH TO BE THE DIAGONAL'S LENGTH MINUS 12" FROM EACH END, TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN R09B DUTCH HIP GABLE TRUSS BRACING DETAIL BOSTON HIP ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. CMU WALL 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 lbs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS STRAP REPAIR rR 13 - (TYPICAL CMU WALL CONNECTION) FASTEN E S ALLO ABLE LOADS CONN ECTOR �Tt` TYPEGRAVITY Ibs @1.0 IOPLIFT(I}�s) @LATERAL 1.6 Iles 1.6 3ETA16 8 0.148"x1-1/2" -- 1450 F1:340 F2: 770 IHETAI6 9 0.148"x1-1/2" - 1810 F1, 3410 F2- 770 (2) META16 1-ply 10 0.148"x1-1/2" -- 1875 F1:680 F2: 770 (2) META16 2- Or 3- oly 14 0.162"x3 1/2" -- 1795 1: 1285 F2: 1080 (2) IHETAI6 1-ply 10 0.148"x1-1/2" 1920 IF 1: 680 F2: 770 (2) HETA 16 2- Or 3- I, 12 0.162"x3-1,/2" 2365 F1: 1350 F2: 1430 ST 116 8 0.148"`x1-12" 1110 F1:120 4 �� 1/4�� x1- 3,/4 TIte n 2 F2: 90 MTS12 14 0.148"x1-1/2" gqo -- S16 14 0.148"x1-12" 990 -- HTS16 16 0.148"x1-1/2" -- 1310 -- FITS213 24 0.148"x1-1/2" -- 1310 -- LSTA12 10 0.148"x2-1/2" -- 925 -- LSTA18 14 0.148"x2-12" 1235 -- LSTA30 22 0.148"x2-1/2" - 1640 TASTA30 22 0.148"x2-1/2" _ 2050 - MSTG52 62 0.148"x3-1/4" - 4735 -- IST40 10 1d4"x2-1 4`" Tlten 2 - 2800 -- 14 0.148"x3-1/4" IGT 22 0.148"x3" 3965 F.1:775 1 5/8" ATR F2: 525 VGTR or L 1 5 8' ATR-- 2225 F1: 650 16 1/4"x3" SDS F2.630 A/GTlR7L 2 5/8" ATR - 5545 Fl:650 32 1/4"x3" SIDS F2:630 VGT 1 5/8" ATR - - 4940 F 1:1185 16 1/4"x3" SDS F2:590 (2) GT 2 5/ 8!'ATR - 7185- 2P IY 8890 3 I: F 1: 1.185 32 1/4"x3" S1)S F2:590 [DTT2 1 8 1/2' ATR 1/4'x3" SEs - 1825-2x4 m an 2145- 2 2x4 min HTT4 1 5/81" ATR - 3610 -- 18 0.148"x3-11/2" I TT5 1 5/8" ATR 4670 -- 26 0.148"x3@" 1 5/8." ATR 5445 26 SI:D#L10x2-1/2" A L44Z 1 5/8" ATR 7570 1900 - 12 0.162"x3-1/2" A U667 5/8! 18205 2475 12 C1.16 " 2" F12.5A 10 0.131"x2-1/2" 565 1:110 F2:110 H10A 18 0.148"x1-1/2" -.- 1340 F1:565 FZ:285 1�10A-2 18 0.148"`.x1-1/2"` -_ 1080 680 260 HL1 14: 1��4"x2- 3/4" The n 2 3500 1135 -- 0.14 8.`x3`- WS26 4 0.148"x3" 865 1165 - SPF14 12 0.148"x1-1/2" __ Side: 640 Center: 1280 IDDTC Cil3s 4 3/16"x2-3/4" Then 2 -- -- F1: 8 2 0.131"`x2-1/2" F2:135 A35 12 0.131"x1-1/2" F1. 650 F2:67G* SD6IC156.00 1 SDWC�15600 -- 615 F 1: 2 5 F2:22 SDWC154501 1 1 SEDWC15450 -- 295 F2:1.50 r IWJ Co C? oo L 0000 QLp ;-1 O v� �1- cu M r-+ d+ M c� O � o� bJD � M� / 4; 0 N ro N ;T,4 m g v o 0 c^ CF 5� O L\ O � L` ^ ' ) r -q M L\ M � w v O � .­4 cn � Q 1.� O w � p 0 Ln 0 PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX C.Q.A.# ARCHITECTURE: AA26002802 PROJECT TYPE G.O.A.# ENGINEERING: 29349 Single Famfl D THOMAS A. WEBER, I P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 1 /6/21 DA'%E1``t1ltllt �l I <�� PLAN NAME s Cedar •' NPC CHILD NUMBER 2810.500 `~ o.860 a�rE mow.; SHEET S4.1 R10' `2,. '`� SQNAt'E� 0� nvn i un a ° ° ° a z °--NOTE: a ao , 0 o a o SHEATHING PROVIDE BLOCKING EDGES. o AT ALL a a ° 0 0 0 0 0 a o ° a a ° °°° a a ° a a a a a ° a a a I a a a a a ° ° o L ° IN 0 0 0 SPACING AT/121 FIELD 0 0 o a a a a a o a o a a a 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 3/8" SINGLE NAIL EDGE SPACING 1 /2" 1/2 S o a 1/2° DOUBLE NAIL EDGE SPACIN( `20 BLOCKING STUD SPACING PER PLANJ NAILING STRUCTURAL SHEATHING PER PLAN SHEATHING SPL10E-SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL UL INT. FINISH 1XWOOD 1x P.T. BUCK ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL SILICONE SEALANT FINISH PER ELEVATION WOOD BUCK ATTACHMENT: 1x CUSTOM P.T. BUCK TO MASONRY MATCH FRAME WIDTH, ATTACH wl T NAILS @ 4' FROM ENDS AND I T O.C. REMAINDER. ATTACH WINDOW THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL ALTERNATE: 2x OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS < 21/4' =1/4'0 x 4' TAPCONS @ 4' FROM ENDS AND I? O.C. REMAINDER. w/ 11/4' EMBEDMENT TYPINI WINIIOW ATTA(.HMPNT nPTA11 N.T.S. INT. FINISH 1xWOOD 2x P.T. BUCK ATTACH DOOR PER FLORIDA PRODUCT APPROVAL BRICK MOLD FINISH PER ELEVATION TYPICAL DOOR ATTACHMENT DETAIL N.T.S. EXTERIOR CONC.WALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. EXTERIOR CONC.WALL 1/4, DRIVE-IN ANCHOR GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. File Name: WGM-140 WOOD BUCK ATTACHMENT: 2x OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS < 21/4' =114'0 x 4' TAPCONS @ 4' FROM ENDS AND 12' O.C. REMAINDER w/ 11/4' EMBEDMENT ALTERNATE: 1x CUSTOM PT BUCKTO MASONRY MATCH FRAME WIDTH, ATTACH wl T NAILS @ 4' FROM ENDS AND 1T O.C. REMAINDER. ATTACH DOOR THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL File Name: WGM-150 2X6 WOOD BUCK ANCHORED TO CMU w/ 1/2'x6 VBOLTSOR5/8'x6'SIMPSON TEN HD5 w/ YWASHERS AT 244O.C. & WITHIN 6' OF TOP AND BOTTOM, OR (2) FRAME TO BUCK TO ROWS OF 114' x 3' MASONRY SCREWS @ MASONRY 12' O.C. STAGGER ROWS 6' FROM EACH END FRAME TO MASONRY TYPICAL GARAGE DOOR ATTACHMENT Scale: N.T.S. 11P'x 21/4' HILTI SLEEVE ANCHOR OR EQUAL MIN.111? EMBED INTO MASONRY (1) PER BRACKET File Name: WGM-160 12 PER INTERIOR EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" MIN gd 3° O.C. 3° O.C. 12 O.C. ALL SHEATHING EDGES W0 )GABLE END SHEATHING DETAIL STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. / 1 INSULATION AS PER SPECS. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. ROOF SHINGLE (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS i;�i�:i[I1�:1►1 FASCIA PER COMMUNITY SPEC SOFFIT & OVERHANG PER SPECIFICATIONS BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS OL 0'-0" FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W30 TYP. 1-STORY WALL SECTION 12 PER ELEV. INTERIOR STRUCTURAL SHEATHING. REFER TO STRUCTURAL STRAP INSIDE FACE OF WALL PER W10 WHEN TRUSS STRAPS INSTALLED ON INSIDE CE OF WALL & BOTTOM OF CK STUDS ONLY) OTTOM 2X OF TOP OVER A STUD. CE w/ (3) 10d DS. NAIL PLATES ONS AT 16' O.C. TUD A PLY) NG PER PLAN F WALL) (NON -SHEATHED) FA SIMPSON H2.5A @ TOP OPENING FRAMING (JA DBL 2X TOP PLATE. B PLATE TO BE SPLICED PROVIDE 48" LAP SPU COMMON NAILS AT EN CONT. w/ 10d COMM (6) 10d NAILS KING S TO HEADER (MIN 3 E (1) SIMPSON LSTA18 CENTER ON HEADER. STRUCTURAL SHEATHI (ON OPPOSITE SIDE 0 2x STUDS AT 16" O.0 ED(E NAIL SHEATHING PER PLAN MTS16 FROM EA TRUSS TO HDR. EDGE NAIL SHEATHING PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. STRAPPING AT INTERIOR PROVIDE 48° LAP SPLICE w/ (3) lOd FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16' Q.C. HE PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS REQUIREMENTS PER PLAN. (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM AT 3" O.C. ALL AROUND HEADER OPENING CONNECT WALLS PER W10 DETAIL @— INTERIOR NON -SHEATHED WALLS DOUBLE SILL AS REQ. FOR 2x STUDS AT 16" O.C. SHUTTER ATTACHMENT SHEATHING PER PLAN @ EXTERIOR-- WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) (1) SP4 TO KING & JACK STUD U.N.O.- EDGE NAIL SHEATHING PER PLAN — II II NOTE: FOR EXTERIOR BEARING WALLS ONLY ►AinJYPICAL FRAMED BEARING WALL II Y V %J 1LU 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 PLAN LJ FASCIA PER COMMUNITY SPEC SOFFIT & OVERHANG PER SPECIFICATIONS BOND BEAM PER PLAN PRECAST LINTEI_ PER PLAN OPENING w/ PRECAST SILL PER PLAN SEE STRUCT, FOR ALL REINFORCEMENT REQUIREMENTS EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS 0'-0» �-FINISHED GRADE in" I AD I'TVDII`AI � MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W31 IYP. 1-STORY WALL SECTION REBAR, CONT. IN ID BEAM D BEAM PER PLAN REBAR VERTICAL PED 25" MIN. U.N.O. REBAR VERTICAL IN ID FILLED CELLS, PLAN). REBAR VERTICAL PED 25" MIN. U.N.O. CLEAN OUT AT ALL ED CELLS. FOUNDATION PLAN I DETAILS FOR FOOTING JFORCING. TRUSS BOTTOM CHORD PER MANUF. @ 24" O.C. / I — EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM OF HEADER PER PLAN HEADER PER PLAN, (2) PLY MIN, ADD JACK/KING STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL AS REQ. FOR SHUTTER ATTACHMENT EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3" O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR II II II II SHUTTER ATTACHMENT II II II II II II NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING PEA 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" 1' 6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 T 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 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5'10" 4' 6" $60 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 6- 6" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 7'6" 6'2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 8 4 7 0� 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" 10`8" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 12- 6" 11`2" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2883 13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14'0" 12'8" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14'8" 13'4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 15'4" 14'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 17'4" 16'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19'4" 18'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 420* N/A 750* 960* 1177* 1415* 1676* 20- 0" 18'8" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 340* N/A 598* 845* 1114* 1345* 1468* [*PRISTRES'SED 8"W/2"RECESS U-LINTELS pe A =Unfilled no Rebar; Type B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Continous Grout, Steel per plan in Bond Beam & Lintel IV UAF `I IFIWAL/ W19 TYPICAL�FIL�LEDME�LL�DET_AIL C.O.A.# ARCHITECTURE: AA26002802 M 1 r--r v 00 M � O 0 O 00 Q � ;-q O vc-, U O w bA r_q as N 0 IRP ut e i, y N v 49 ac ac v o_ � n O L� O N v r� M � PM, cn cu o n as 114 � w PRODUCT MANAGER RELEASE DATE: XX /XX Am C.O.A.# ENGINEERING; PROJECT TYPE 29349 Single Family 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NI ESE, PE SPECIFICATION LEVEL P.E. # 8602b FLORIDA Pulte 1/6/21 DATE���ltlktit� PLAN NAME Cedar 40 NPC CHILD NUMBER = o.86022810.500 7� p A OF tom: SHEET lz� IS4 2 fits �«�►. 111tillttit k;„._ �.:- �:xk _