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HomeMy WebLinkAbout6263 Bradford Woods DrN O N 00 �� €�;''j�°�, g �• � ' ' t S Y '14bQ�3ch � �°'� p_ = VTI 4 -Ira� Pu1tCG- rou,S1.2A APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE 40,_0» 5g._oi� -THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 6TH EDITION 2017 RESIDENTIAL c � -2014 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB LOT SPECIFIC AREA TABLE Sheet Number Sheet Title Description TOTAL. GO.01 Cover Sheet NDITIONED SPACE G0.O2 General Notes CMU-BASE PLAN 1662 SF A1.11 1st Floor Plan 1 662 SF A2.01 Front Elevation & Details :NON -CONDITIONED SPACE CMU-COVERED LANAI 117 SF CMU-FRONT PORCH FM1 OR C1 OR C01 OR FM2 OR C2 OR CO2) 25 SF CMU-GARAGE 463 SF A2.02 Side & Rear Elevations & Roof Plan E1.11 E1.12 P1.11 SO.OA S1.OA 1st Floor Electrical Plan 1st Floor Electrical Plan Options 1st Floor Plumbing Plan 605 SF 2267 SF S1.1 A S2.OA S3.OA S3.OB CONTROLDATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 Elevation Choices Florida Mediterranean (FM102) l'irst Hoor Plate Height Choices 9'-4" Plate Height Kitchen Layout Choices Layout 1 Laundry Layout Choices Layout 1 Additional Hose Bib Location Rear Exterior irs oor Wall CMU Exterior Wall Garage Handing Garage Left Garage Water Heater Choices Electric Water Heater Garage to House Entry Stepped Entry Gathering oom Ceiling Flat Ceiling Gathering Room Door Choices Window 1 Owner's Bath Layout Choices Owner's Bath Layout 1 Owner's Suite Ceiling Choices Flat Ceiling Hear Living Area Kitchen Outdoor Kitchen Covered Lanai Covered Patio oyer Entry Door wing Door Swing In Wind Speed Choices Wind Speed 140 High e oci y Hurricane Z one Non High Velocity Hurricane LOT SPECIFIED PLAN INFORMATION Configuration Choices Configuration B Customer Name Market Home *, 6871-07301 #2 Address 6263 BRADFORD WOODS DRIVE ZEPHRYHILLS JFL 133542 Community 6871 JOAKS OF PASCO 6871-07301 ---- o0 � MO ? r-+ v o � o Q � v U c1r; r---' M c� o � w C`7 :'_' N 1 r PRODUCT MANAGER RELEASE DATE: xx/xx%xxxx PROJECT TYPE Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET GO.01 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 — %" 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 `� P I 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 e TREATMENT THAN 30 SF o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS or —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 — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS — '�i" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE 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 OF — FLASHING —" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER 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 SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS STAIRS o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 OR ASTM 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 �" 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 C1787, 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), a 34"-38" ABOVE SLOPE PLANE corrosion —resistant wee screed or plastic wee screed, with a minimum vertical attachment flange of 3 �/� P p P g 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 o 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 SHOWER ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED 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 underla ment meeting the performance requirements specified, is required to be applied over Y 9 P q P q PP • 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 FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS — FLASHING R903.2 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 O N O N S CD 0 U 0 w ` IWj Q O CD t'J T / J • T+ o 0 U 0 .00 Q�n � aN o v � c� U'lq �0:1 c� � ono P N � PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Ceda NPC CHILD NUMBERr 2810.500 SHEET GO.02 0 Li 14'-9X l i,-2y" IV -A" FIRST FLOOR PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) SECTION THRU CUBBIES DROP ZONE DET SECTION THRU SEAT JDARD = BENCH ONLY (A) NOT: 1: BENCH, WAINSCOT & * IF WALL WIDTH IS >3'-6" - ADD VERTICAL CUBBIES* (A,B&C) CUBBIES, MAINTAIN MIN. 2'-6" SEAT w` � o IQ) Mo ? v o0 m V J oy C\ V n^ Mom'+ >H 01 O v� U `Y' r--4 .'..� lc� v � oq � w c� 4-4 N � utterer:. 0 O cv 00 w i v a� O N -16-4 � Q � as C) ic o O al � � H PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 ,I 'I SHEET A1.11 l 0 e 88'-0" T.O. WDW cD 00 0 0'-0" Linucu n nnD FRONT ELEVATION SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) u Is C '44- WINDOWIFRONT DOOR TRIM DETAIL SCALE: 1/2" = 1'4 FRIEZE BANDING DTL SCALE: 1/2' = 1'4 N GARAGE DOOR 4" TRIM DETAIL SCALE: 1/2° = 1'-0" O cV O N S CD CL O U O O M `• J r� • Tn"( O V J 0 (� u J W v ` U `le' r--4 cr) �o � w �4—A N � likPu axe 0Ur., PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2.01 Ll 0 n 3 c 0 0 0 cn 0 .j w 0 of N O CV CD 0 cV O cV T E CD 0 W 0 J d ROOF PLAN SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) TRUSS BEARIRLjk 9,_4» 8"-0" Y T.O. WDW 00 OFINISH FLOOR SIDE ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 2267 326448 7.557 1088,160 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SO. IN. LIN. FT. 3.023 435.264 4 4.534 652.896 106 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY �o i 00 TRUSS BEARING 9'-4>, 8.-0" Y T.O. WDW �o 00 o'-o" FINISH FLOOR TRUSS BEARING 9'-4° IRV 8 -0 T.O. WDW I MEN LEIN FLLLL KI REAR ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) -------------- o 4 bo OPT, GRIDS PER OPT. 4" BANDING COMMUNITY SPEC SIDE ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) c� 0 N O N S U' O U 0 w ` O v r.. o0 0 v J .00 %-1 O vCN d as .o � w b�D cz C:> N Ite PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Familv SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2.02 G FIRST FLOOR ELECTRICAL PLAN 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 OW/G'q 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 —�R�— LIGHT FIXTURE — LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE roc LIGHT FIXTURE — 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCl PROTECTED) ® THERMOSTAT EMERGENCY LIGHT TELEVISION OUTLET -OPB PUSH BUTTON SWITCH T TELEPHONE OUTLET XY GARBAGE DISPOSAL CHIMES DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT WO 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 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 4 II � ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT MT DISCONNECT SWITCH AND 1 PHASE MLO 200PAMP ELECTRIC METER IN NEMA PANEL ur❑ 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 'I_� II III III��IIII�I 1#4 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O w \0 (IWJ O M MO � / v a0 C 0 H � v � m V r--a c� o � w Nm� cln => c'V :Zt' ce) 00 L\ m \U c„ v Q' U O n o w c) o 0 a � � w x PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Single Familv SPECIFICATION LEVEL I Pulte PLAN NAME cedar NPC CHILD NUMBER 2810.500 SHEET E1.11 a 0 OPT ----------------------------------------------------- OPT FLOOD LIGHT_---- ` --------__ FLOOD LIGHT ------------------------------------------- �--0 OWNER'S SUITE OPT. ------ OPT,. > R 3'-V" 3'-4r -CNI ^ c- p I-0 AI I p I I , L�F I N R flR TTT OPT. OPT. CA E cV R OPT. CV I , I , r I i OPT. PT. I r , i ------ 07TI PH . 8'-6" i J - ---------- Fl O m U CD>�'Pf• OP , 0 o OPT; N 0 m 0 - op zz; 0 0. BATH i , O N KITCHEN P WIC 'l� �offn Ido " I I I � �I I II 1 11 , 71 LAU N II 1 LL II � F_ , I I 1 I 0 OPT. COACH LIGHT FOYER 3'- 2'-10" 2'-10" I I I I OPT. <". �> OPT. I i COVERED LANAI I I GATHERING ROOM I ''RPT. OPT I � � OPT. Fl_R.I OUTLET <" > I I Jam,\{/�I�S/',♦�` I YL, ,`j I � '♦ ' , , �R�PT. OPT�yRC�\ I 1 3'-5" 3'-5" 4'-6" id BEDROOM 2 OPT, ,jam < OPTS �3'-6Y<3'-6Y�2'6Y<3'-6Y�2r . ro 1 OPT. [rv] BATH 2 - MY] 0PT. I - - AR I CV OPT. 1 ; I I , I , 1 I � , PORCH `, M BEDROOM 3 Si R OPT.I_ W WP/GFCI----------------------- _ IN SOFFIT --------------------------- _________________ _ -------------- ----------------'--_- _ 1--IN SOFFIT ---- -------------------------------------------------------------------------- WP/GFCI FIRST FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'—O" (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 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 /GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®0W DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY 0 LIGHT FIXTURE - CEILING MOUNT K> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -<>PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF TTL"� 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 Oy> CEP ELECTRIC PANEL SMOKE ClPROTECTED) SC SMOKE/CARBON I C I ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) © THERMOSTAT EMERGENCY LIGHT PB PUSH BUTTON TELEVISION OUTLET SWITCH CHIMES TELEPHONE OUTLET /d GARBAGE DISPOSAL DOOR BELL CHIMES (GFC] PROTECTED) oje GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV MEDIA S MEDIA /SWP BOX. f DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS 1 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 I 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM I T b ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP MT COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL Pro 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 rQ u O(LI M� \'J c r '4 v O rram^^ VJ � O 000 � o v CTN +, cn Ur___q `Y' . d+ c� 7:1 .O V c� .--� O C� nz M� N � r , , V7J � o t � L� c� w d0 v � Q W v -r O 0 PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1.12 9 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY HB �c --— — — — — — — — — — — — — — i OWNER'S SUITE CAFE C, I C I I I o 1 n I 2 I m I z I I I COVERED LANAI I cD 0 O) o GATHERING ROOM 7'-9/2" 11" i 0 N o oo(l), Eo II CIO O ° 0. BATH KITCHENLl '. I� i WIC P BEDROOM 2 II � I 1 � jv7 II � U N II � II � I � rope=000l II � NOTE: ALWAYS LOCATE II I II II I I I WH DRYER TO RIGHT OF WASHER II 4'-Zr2 ------ I— L---1 Go FOYER Q 3'-�" 3°4° N BATH 2 Llj 2 CAR Gfi RAGE 3 o PORCH BEDROOM 3 CV 0 N FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x1. 7 PAPER) U 0 W I= 0 c5 a- (Z) N O N I 0 U 0 w ` O O t"J ? o0 VJ O O (\ T a\ �-1 O v c� 71 O � w 0 "Nol � cz c N � A 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 Pi .11 n a 3 0 0 E 0 U O N 0 N Sri a`> E U N 0 w 0 m A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 6th EDITION (2017). WHERE MORE STRINGENT CODES ARE ADOPTED, THEY SHALL GOVERN THE WORK. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS LOCAT IONS, 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 PRECAUUONS, WHICH SHALL REMAIN THE RESPONSIBIIJTY OF THE CONTRACTOR. ALL DIMENSIONS RE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS, ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE. 6. ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-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 TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-10 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE "C" 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS, C. FOUNDATION: 1. FOUNDAITO N IS DESIGNED BASE D 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, UTUTTES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. PROVIDE MIN. 6 MIL APPROVER 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 W1.441.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE Y" TO 2 Y," IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL. E. MASONRY WALL CONSTRUCTION: 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. 2. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1900 p 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' -1/2' 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 2015 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 0 16" O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS • 24" O.C. MAX. 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 20 STUD WALL PROVIDE: (1) 2x4 KING STUD AND (1) 20 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 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. 13. ALL FASTENING SHALL FOLLOW TABLE R602.3(1) U.N.O. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, 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. A Nlnl Intl A (\F. 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"x0.229" PLATE WASHERS ARE ASTM/ASME B18.22.1. 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON 'STRONG -BOLT TPER FL PRODUCT APPROVAL #15731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON 'DTEN HD'PER FL PRODUCT APPROVAL #15730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENMROMENTS, 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 #15730.5. 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL. 8. PRE -APPROVED SUBTTTUTIONS 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 'DTEN 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 si OF THE PLATE, A MINIMUM OF 1 3/4" FROM CONCRETE EDGE, AND SPACED AT 24" O.C. MAX. ON THE NET AREA (fm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8" x 8" x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. CORROSIVE CHEMICAL TREATMENT. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE "S" OR "M". 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN 4. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 2500 PSI. 13. BOLT HOLES SHALL BE 1/16" MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. OR NUTS AGAINST WOOD. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED, J. WOOD STRUCTURAL SHEATHING: 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. 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. 10 VERIHOOKCAL CELLS SHALL A #5 BAR LAPPED NTHEED TO AND A OFTHE AT THEED TTOP, LAPPED ANDVE TIED TONIMUM HORIZONTAL REINFORCING NTTOP OFHTHEOWALL.UON SEEDOWEL, CH CHART BELOW FORNDARD MNIIMUMCILAP K. FIELD REPAIR NOTES: AND HOOK LENGTHS. 1. MISPLACED DOWEL NOTE: REINFORCING STEEL MINIMUM REQUIREMENTS THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A Y/ DIA. HOLE 6" DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36" LONG #5 REBAR WITH SIMPSON TYPE "SET" EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL #4 20" 3" 10" SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 1Z LONG LAP WITH THE CONTINUOUS REBAR IN #5 25" 3-3/4" 10" 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 #6 34" 4-1/2' 11" THE FLOOR. DRILL HOLE AND INSTALL A 32" LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE #7 42" 5-1/4" 13" OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS. 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-%" FROM ANY EDGE FOR r BOLTS AND 3 2" FOR h' 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 TTEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TTEN HO SHALL BE A MINIMUM Y" 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 %7 OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN r 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 Y', CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS (1-3/8'FOR A 2X4 STUD OR 2-3/16"FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS (2-1/8"FOR A 2X4 STUD OR 3-5/16"FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/471-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'#"-SDS3 WITH (12)-1/4N3'SDS SCREWS, WHERE '#'CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOP/BOTTOM PLATES a. FOR PLUMBING/MECHANICAL UTILITIES A WEE, 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 UTUTIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTILIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3' WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS INCLUDING BUT NOT LIMITED TO LANAIS PORCHES AND BALCONIES 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE COUNG 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 1003.1 3. 12" WIDE SOFFIT PANELS ATTACHED TO BUILDINGS AND EAVES WITH 12F-1 & 12F-2 SYSTEM REQUIREMENTS AS NOTED IN EVALUATION REPORT FL12194-R9 ARE CAPABLE OF WITHSTANDING MAXIMUM COMPONENT & CLADDING DESIGN PRESSURES OF +/-40PSF. FOR DESIGN PRESSURES EXCEEDED +/-40PSF, SOFFITS SHALL BE ATTACHED PER 12F-3 OR 12F-4 SYSTEM REQUIREMENTS IN EVALUATION REPORT FL12194-R9 AND ARE CAPABLE OF RESISTING MAXIMUM COMPONENTS & CLADDING DESIGN PRESSURES OF +48PSF &-64.2PSF Description 16070 OHGD 3080 DOOR 6080 SGD 25SH 25SH (2) 25SH (2) END 4010 FIXED 26SH (2) 25SH (3) END 'ressures (ps=A*Kzt*ps30) (ASD Values Roof Pressures Zone 2 Zone 3 -23.4 14.7 1 -40.8 14.7 -60.3 DESIGN PRESSURE CALCS Zone Width (ft) Height (ft) Effective Area (ft2) --- 16 7 112 4 3 8 24.0 5 6 8 48.0 4 3 5.25 15.8 4 6 5.25 31.5 5 6 5.25 31.5 4 4 1 4.0 5 6 6 36.0 5 9 5.25 47.3 Wall Zone 4 25.6 1 -27.7 kSD Values) Positive Negative IF - # 22.5 24.3 23.0 25.0 23.9 23.9 25.6 23.7 23.1 lr-,Al -25.4 -26.4 -29.1 -27.1 -26.1 -30.8 -27.7 -30.3 -29.2 res Zone 5 25.6 1 -34.3 DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS ABBREVIATIONS: A. PLYWD = PLYWOOD B. OSB = ORIENTED STRAND BOARD C. NAILING: C.A. 8d = COMMON NAIL C.B. 10d = COMMON NAIL C.C. 12d COMMON NAIL C.D. = 16d - 0.135" x 3 1/2' GUN NAIL C.E. EN = EDGE NAILING C.F. FN = FIELD NAILING C.G. SN = SIDE NAILING C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION J. MAX = MAXIMUM K. MIN = MINIMUM L. O.C. = ON CENTER M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 0. TYP = TYPICAL P. U.N.O. = UNLESS NOTED OTHERWISE Q. I.L.O. = IN LIEU OF R. w/ = WITH S. WD = WOOD T. EE = EACH END U. HDR = HEADER V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. ATR = ALL THREADED ROD Z. S. C. = SAW CUTS AA. C.J. = CONTRACTION JOINT AB. DEN = DOUBLE EDGE NAILING AC. COL = COLUMN AD. REIN = REINFORCEMENT AE. PLT = PLATE AF. CANT. = CANTILEVER AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER O N O N S c� 0 U 0 ('WJ � 1 r__4 o O %-1 O CU N U `Y' as .O V wb�A r O N as PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX C.O.A.# ARCHITECTURE: AA26002802 PROJECT TYPE C.O.A.# ENGINEERING: 29349 Sin le Family ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA r BENJAMIN NIESE, PE LSPECIFICATION LEVEL P.E. # 86025 FLORIDA lte 12/17/20 DATE If PLAN NAME Cedar NPC CHILD NUMBER No. $ 2810.500 STATE ofSO.1 SHEET �. 11NAL ����`� e,, -r n. \ ni n\ 1 nA \ r)07 n nI,n, j .,\ i rN%Ain\ mi, ,I,r,. *.. 4.\ e)Q1 n rznn\ T,..I.. 0 1 , , i , , \ 1 .% 4.C...,..;-C, P.n...� 17-A 17- A..,., AL -0'-0" 00 a. MONOLITHIC FOUND. W/ (2) #4 DIA. RODS I CONT. ON CHAIRS L 4 0 2 S rO R) EXTERIOR MASONRY WALL FTG SCALE: 1/2"4-0 3/4' RECESS IN SLAB 10 1/2" FINISH FLOOR 4" " (1) #5 REBAR wl 25" LAP U.N.O. CMU COL PER --8" C.M.U. FINISH PER ELEV. I PLAN PAVERS OR SLAB PER SLOPE FINISH GRADE SPEC. CONCRETE FOOTING PER PLAN M 9" STARTER COLIRSE_ PER PLAN ALT. CMU SEAT @ -1Y2" #1 FROM TOP OF SLAB (-F—okMASONRY WALL CORNER ON SPREAD FTG'. SCALE: 112"=1'-0 8" C.M.U. WALL FINISH PER ELEVATION 3/4' RECESS IN SLAB FINISH FLOOR------Q, SLOPE ........... .............. --------MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2"=I'-0 RECESS WITH PAVERS 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ 3" POWDER ACTUATED FASTENERS OR TAPCONS 0 16' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS 012. O.C. STEP PER PLAN SLOPE 411 6 /2" (1) #4 ROD CONT. ON CHAIRS UNO STEP CONDITION --� Fos THICKENED SLAB @ GARAGE (NON -BEARING) SCALE: 1/2"=1' 8" C.M.U. FINISH PER ELEV. FINISH FLOOR CLEAN COMPACTED FILL OIL -0'-0" D I FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. wA2) k4 DIA. RODS CONT. ON CHAIRS PVC SLEEVE 1'-4' 2 STORY F1:3BEARING PENETRATION DETAIL SCALE: 1/2"=1'-0 DE CMU COL. PER PLAN #5 REBAR —w/25" MIN 'LAP OL -0'-0"> SLOPE oQZ -'o uj m C-D CONCRETE FOOTING PER PLAN PER PLAN /ers) MASONRY WALL CORNER ON SPREAD FrG. I SCALE: 1/2-4-0 8" C.M.U. WALL FINISH PER ELEVATION SLOPE �l 0 ---b- �­-- MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1'-4" 0 2 STORY WTH SLAB 2x P.T. PLATE SECURED TO SLAB W/ 3' POWDER ACTUATED FASTENERS OR TAPCONS @ 16- O.C. OR (2) ROWS 12d GUN NAILS 0 12' O.C. START SLOPE HER 2 SLOPE '4.t'-.-:-�!77:77777777 FLUSH CONDITION PENETRATING PVC SLEEVE vi 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. W1 (2) #4 DIA. RODS CONT. ON CHAIRS FINISH GRADE SLOPE THICKENED SLAB EDGE SCALE. 1/2'=1 —#5 REBAR w/25" MIN LAP CD L'i of m C-D (1) #5 REBAR AT EACH- CMU STRUCK BOTH WAYS FILLED CELL POURED CURB FINISH GRADE w.. o MONOLITHIC FOUND. V.- dr- .. . .1. w/(2) #4 DIA. RODS —CONT. ON CHAIRS 1-4- 0 2 STO'RY EXT, MASONRY WALL @ GARAGE SCALE: 1/2-4-0 2-1/2' @ IMPACT DOOR GROUT BED DOOR PER SPEC c PAVERS PER SPEC PAVERS PER L c (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS VARIES) SLOPE a F 1 0'-0" F.F. SLOPE PER ELAN 11,Y15"v 00 I 00 c::, - I I El I F . . . . . . . . . . . . . . . . c Tj I 11-0" 1-0 MONOLITHIC FOUND. MONOLITHIC FOUND. ----"�" W/(2) #4 DIA. RODS wA2) #4 DIA RODS l'-4" 0 2-STORY 1 -4" @ 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) SCALE: 1/2-4-0 SCALE: 1/2"=1'-0 (1) #4 ROD CONT. ON CHAIRS PAVERS TYP. SLOPE TYPICAL 3 1/2" CONC. SLAB gk GRADE Ill - 7111 III 811 (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM (1) #4 REINFORCMENTFOUNDATION PLAN ---- BAR CONT. n 5 CONC. PER SCHEDULE cif L�j SLOPE TO DRAIN 7 SHOWER RECESS SCALE: 1/2"=1'-0 0 in cV C) L6 E 0 DOOR PER SPEC DOOR THRESHOLD ALT. BRICK THRESHOLD 4-, PER PLAN a. 90 III =—I P MONOLITHIC FOUND. W/ (2) #4 DIA. RODS L 1'-0" L CONT. ON CHAIRS 7 O l ALT. FLUSH BRICK - THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) 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 NUMBER OF CORNER SPLICE: PROVIDE CONT. STEEL REINF. BARS BENT OAX� EQUALS OF CONT. BARS AT CORNERS TO COMPLY .: WITH THE INTENT OF THE ' : . . : 1 t4 NUMBER OF REBAR BUILDING CODE. PER PLAN P ol 25" MIN. LAP SPLICE (F12 REINF. PLACEMENT AT FTG. CORNERS WALL HEIGHT PER PLAN BOND BEAM PER PLAN (1) #5 REBAR w/30" LAP MIN. FINISH GRADE PER PLAN FINISH GRADE �f-�E7 �71 I EEI I ME -F—TT ItII ' - PAVERS PER PLAN 1-4"10, (2) #4 REBAR MASONRY WALL ON CONTINUOUS FTQ. SCALE: 1/2-4-0 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 12/17/20 DATE No. 025 0 rr�'ssrQN AL C? 00 00 (V Zj U 0 co tz 0 O bA � m 4-j "it *Pu It e f,] nc-; PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Fan-dly SPECIFICATION LEVEL Pulte c r-) n A 1 n /-N L. I m I A //-N i ®1 1 4. r) o I n a r\ n -r: 11 01 1 4. C' -C n 17 A E- A �l T-1 4-1 --rT, 0 li I 0c 40'-0" 27'-0" 11 13'-0" F12 3'-5 1/2" 8" 7,-0" 8" L. 4,-7" 8" V 7'-0" 8" 2'-3 1/2" 12'-0" '-0' F03C S1.0 24"x24"x12" CONC FTG w/ #4 S1.0 -'•� VERIFY M.O. VERIFY M.O. REBAR @ 6" O.C. EA WAY F01 F07 o'-o" ■ 00 \ �— F11 o o co VARIES `- o S1.0 gSj6p S1.0 S1.0 o \ w/OPT. SCREEN OUTDOOR • M - co ENCLOSURE KITCHEN 1'-5 1/2" 10'-2" SOLID POUR A I d SOLID POUR \ Ln S.C. N VERIFY M.O. — L F01 g" 3'-01/2" • — I I '- 5 1 2" n w 01-011 • � S. C. F26 S1.0 I 00 co • I I a S. C. 1 REFER TO ARCHITECTURE FOR 1 F08 ACTUAL WALL LOCATION `n S1.0 0 REFER TO ARCHITECTURE FC`. F08 ACTUAL WALL LOCATION VARIES D C S1.0 CV \ N S. C. � �^ START SLOPE HERE REFER TO DETAIL FOR FLUSH ENTRY CONDITION 20'-g" - d VARIES - FO8 Ln co S1.0 S. C. S. C. o I � F04 � Q N II I C"']FO7 _ SO C'oSOLID POUR SOLID POUR S.C. S. C. %• • 7 1/2° � 7 171/2" • FO6� S1.0 3, ' 4„ r 17 F04Nm 7I VERIFY M.O. U'-1S1.0 F01 F01 � S1.0 S1.0 -� • • • • • • o L J VERIFY M.O. o I N -I N i . I■ 1'-8 1/2" 1'-81 /2" �8" 21'-5" 4'-7" 40'-0" FOUNDATION PLAN - SCALE: 1 /4"=1'-O" 2'-10" VERIFY M.O. 7'-0" 8" 14'-0" 2'-10" LEGEND SYMBOLS 10 8x8 FILLED CELL W/ 15 REBAR FO-T-21 8x8 FILLED CELL W/ (2)#5 REBAR @ INSIDE FACE 0 8x8 FILLED CELL W/ NO REBAR REQUIRED 45' CMU - FILL CELLS W/ #5 REBAR 12x12 FILLED CELL W/ (4)-#5 REBAR ELLEV ELEVATION INDICATOR - ELEVATION NOTED IS `F RELATIVE TO FINISH FLOOR DATUM = 0'-0" y�y DETAIL INDICATOR M FLOOR SLAB NOTES: 3 1/2" 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6" AND TAPED OVER CLEAN COMPACTED SOIL. SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN "L" SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36' (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12" (305mm) APART, WITH THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS C.O.A.# ARCHITECTURE. AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA • BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12/17/20 DATE 1�yi>11fE1 t1 No. 8602 �0 •• I Q ` 1 #I 00 m Mo v e--a o0 • r-�1 t7 V J\ O 00 v U `.' ccs •O N I� PRODUCT MANAGER RELEASE DATE: XX XX XXXX �V DAIE IPTM PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte ',,-C n. \ n1 n\ 1 n A \ r)01 n nL,,r�,,,. ., n , A , \ 1 nlAin\ 01 ....111,, .... 4.\ r)Q1 n PZnn\ T:-� I, D I , , I , , \ i ..4.c,.,.. ,*.41,.n,.,,,. E- A c A..,,,. . 0 WALE BASE PLANT SCALE: 1 /4"=1'-O" J � Q L� m LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8' KNOCK OUT BLOCK WITH #5 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4" NOMINAL BEARING PER END 0 LINTELS OR AS REQUIRED BY MANUF. 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 15 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR _ CMU `ao z CDGROUT #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 202 2 JACK STUDS EACH END. C.O.A.# ARCHITECTURE: AA26002802 C.Q.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # B6025 FLORIDA 12/17/20 DATE it 1 ' � a.86(i2 p PIE 0 W 111111 O Iq Mo / ? r --1 v oo � O VJ � O � O 'd vcf) IS N U K' c--i C� V O O (u; M .. -J N � llkpu Ite Cl. nckl.'." 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 S2.1 0 0 ROOF FRAMING PLAN SCALE: 1/4"=1'-O" GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL. 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 " APA RATED SHEATHING. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2,2" MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. 8. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULT1-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 MANUFACTURERS PROFESSIONAL ENGINEER. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12/17/20 DATE����11! s �` No.8602 AT OF A/it III i. O w ` O r'W) M MO � v00 e--4 O Vrr^^"� J O � O 00 n� v f' 4 U `Y' O 3 " 0 0 N PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Familv SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET Rl m CONTINUOUS STRUCTURAL SHEATHING TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING DETAIL AT RAISED HEEL SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR PER PLAN 2x BLOCKING AT SHEATHING EDGES NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). FASCIA SEE ARCH. DRAWINGS BOND BEAM PER PLAN SHEATHING PER PLAN R01 "ROOF TRUSS ON MASONRY STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED - TRUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN - SHEATHING AND SCHEDULE PER PLAN R08B VAL�LBRAC�ING AT BEARING WALL 0 "X" = 10% HOUSE WIDTH � C x 0 0 x x x 0 RIDGE X 0 GABLE END x � BOSTON HIP _X "X" = 10% HOUSE WIDTH Ol 02 3 IDGE-/ Oi GABLE END GABLE Ix 20 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS _ OR _ PER PLAN 20 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS EDIMENT BLOCKING GABLE VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN MIN. 9 LONG 20 GA. FLAT STRAP w/ (8) 10d SHEATHING PER _OR PLAN. UNDER TRUSS TRUSS CHORDS CH END. DflaVALLEY SET OVER FRAME I ivv IS= SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER _ OD _ PLAN. (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. - - -- - - - - 1 SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. 2x4 BLOCKING AT 2'-0" - D.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS �=META16 SHEATHING PER PLAN BOND BEAM PER AT BLOCKING w/1/4" PLAN AND SCHEDULE MAX. GAP FROM TOP OF 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING FOR VERT. REINF. R07 �AL�LBR�AC�ING�ATNON-BEARIN�GE XTERIORW ALL 20 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. _I PRE-ENGINEERED ROOF 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH TRUSSES MAX. 24" O.C. END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING STRUCTURAL SHEATHING PER PLAN STRUCTURAL SHEATHING PER PLAN O.C. MINIMUM 8d NAILS. BLOCK 4 BAYS BACK 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT M FROM GABLE TRUSS. FROM T OVERHANGS GREATER THAN 12". ATTACH TO TRUSS OVERHANGS GREATER THAN 12". ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE TOP CHORD w/ (2)-16d NAILS AT 24" O.C. TOP CHORD w/ (2)-16d NAILS AT 24" O.C. SIDE OF BLOCKING. CONT. 2x4 w/ (2) 12d NAILS CONT. 2x4 w/ (2) 12d NAILS STRUCTURAL SHEATHING 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. 1x4 FURRING AT SHEATHING PER ARCH MAX. 16 O.C. w/ " 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 L 2z6 DIAGONAL BRACING w/ (5) tOd COMMON NAILS TO PRE-ENGINEERED WOOD " TRUSSES AT 2'-0" O.C. MAX. INSTALLED PER MANUF. (3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3 BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" TRUSS ANCHOR ('soi--�EXTERIOR CEILING FURRING 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 O.C. @ APPROX. 45-DEG ANGLE. SEE CONN. CHART "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS 0 SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP BOND BEAM PER PLA SCALE: N.T.S. REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL NAILED w/ (2) ROWS 10d GUN NAILS 0 8" O.C. MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO (2) SIMPSON A23 w/ (8) 10d x 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE), �-FASCIA RCH 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. SHEATHING PER PLAN SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's "X" = 10% OF AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. A HOUSE WIDTH PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 z 10" 3 STRUCTURAL SHEATHING (�MI I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. SEE PLAN FOR ATTACHMENT vy WASHERS AND 7" EMBEDMENT. x x NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF ®16" O.C. X z TRUSS w/ 12d's AT 4 D.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE CONT. 2x4 PLAN AND DETAIL. X Di \ 2x4 NAILED FLAT TO TOP OF BRACE ("To' 26 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN @ TOP RIDGE STRUCTURAL NAILS @ 8" O.C. BUTT JOINT ALLOWED 0 \ I SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED �1 x FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. ,< FIELD NAILING / BRACE SPLICE SHOWN HIP X PER PLAN \ 2x4 BLOCKING AT 48" O.C. - 3 / 3 TRUSS BAYS ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE: 7/16" SPAN RATED PLYWOOD OR OSB 8d RING SHANK 0.113" x 2-3/8" 1 2 3 OFFSET DIMENSION "X" = 10% HOUSE WIDTH 11 "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. FRAMING 26 NAILED 0 BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE (: R09 "GABLE END TRUSS BRACING DETAIL GABLE END 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT (8) 10d NAILS EACH `. OVERHANGS GREATER THAN 12". ATTACH TRUSS EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING NOTES: TOP CHORD w/ (2)-16d NAILS AT 24" O.C.C. TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. CONT. 2xs w/ (2) 12d NAILS BLOCK 8'-0" BACK FROM GABLE TRUSS. 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 o 'ROOF SHEATHING ATTACHMENT DIAGRAM 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32" MAX. SPACING STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. IF LENGTH IS LESS THAN 4'-0" USE 20 "L" BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 "L" 2x LEDGER w/2-10d EA. BACKS. NAIL "L" BACKS w/12d ®12"O.C.(NOTCHED CROSSING TRUSS MEMBER @ TOP w/2-12d TOENAILS FOR ROOF SHEATHING "L" BACK -EXTEND 6" PAST NAILING LOWER ROOF SHEATHING SHEATHING PER PLAN-J R09C PARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE SEE A . DRAWINGS CMU 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS, WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). �2x 5SH TIG3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 BLOCKING "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL -T- MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 8" CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH To 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 8'4 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 UTCH HIP GABLE TRUSS BRACING DETAIL BOSTON HIP ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. CMU WALL (4) 1/4" 4 c 2-1/4" MASONRY ----/ SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 COND110NS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. EACH MISSED LO 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS STRAP REPAIR R 13 �u (1YPICAL CMU WALL CONNECTION) CONN ECTOR FASTENERS ALLOWABLE LOADS QTY(lbs) TYPE GRAVM @ 1.0 UPLIFT (lbs) 1.6 LATERAL lbs) @ 1.6 META16 8 0.148"x1-1/2" - 1450 F1: 3 40 F2:770 IETA16 9 0.148"x1-1/2Y' _ 1810 F1:340 F2: 770 (2) META 16 1- I 10 0.148"xi-1/2" 1975 F1: 680 F2: 770 (2) META16 2- or 3- p IV 14 0.162"x3-1/2"' 1795 F1» 12E3S F2: 108T} (2) FETA16 1- t 10 0.148"'.x1-1/2"' 1920 F1: 680 F2: 770 (2) ; ETA 16 2- car 3 l 12 "r� 0.162 x3-1/2 2365 F 1:1350 F2:1430 E1ST16 8 0.148"x1-1 2" 111tU F 1:120 4 1114", i-3/4' Then 2 F2: 90 MTS12 14 0,148"x1-1/2"' - 990 -- S16 14 0.148"x1-12"' - 990 -- TS16 16 0.148"x1-1/2" 1310 - S20 24 0.148"x1-1/2" 1310 - LSTA12 10 0.148 " x2-1/2" __ 92.5 LST' 18 14: 0.148"x2-1,12" - 1235 -- LSTA30 22 0.148"K2-1/ "' -- 1640 -- 1STA30 22 0.148"x2-1/2" 2050 -- MSTC52 62 D.1:48"Y,-1,14pt - 4�7i34J5t T14{T 10 p 1 4"'x2- ,4cet d atE�"'I L. -- 2Q4t -- 14 0.148"x3-1/4�" 1 22 a148""xy3" -- 3965 F1. 7 1 ,P 8" A R'L. F2< 525 VGTR or L 1 5 8" ATiR - 2225 F1: 650 16 1/4"Px3" S:DS F2:630 A CT ? L 2 5/8"P ATR 5545 F1. 650 32 1/4"'x3" S[DS Fla 631D �T i 5,/ 8" AT _ _ 4940 F 1: 1185 16 1/4"x3" S F2: 590 (2) °� T 2 5/ 8"' ATR - 7185- 2ply 88-% 3 l F 1.1185 32 1/4-' x3" S F2. 5 10 j 2"' ATB� 1/5/8" 1J825-'g2x��-,m i n ronin F TT4 1 AT8 3610 - 18 0.148"x3--1/2" I~-TTS 1 5,8"` ATIR 4670 -- 26 .148"' x3" HTT5KT__ 1 5/8"' ATF 54455 -- 26 SD 10x2-1/2", A13LE4 1 "P 5, 8 AT1R 7570 1900 -- 12 0.162"x3-1/2'' ASU662 1 Ff 5/8 ATE 18205 2475 12 0.162"0-1/28P FH2.S 10 0.131"x2-1/2" -- 565 F1 » 110 F2: 110 H10A 18 .148"xi-1/2" 1340 F1:565 F2: 285 H1 -2 18 0.148"x1-1,120P 1080 F 1: 680 F2:260 HUC48 I 14 1/4", x2- 8/4"'' 7Tte n 2 3500 1135 - 6 0.148� 'x3" WS26 4 148„x " 865 1.1.65 -- SPfi4 12 0.148"x1-1/2" _- Side: 640 Center- : 1280 ETC d1 s 4 3/16"x2-3/4"` T1ten 2 F1: 85 2 0.131" -1/2" F 2 :13 A35 12 0.131"x1.1/2" __ F1: 50 F2: 670' S I:D�?i'�C1.56A 1 S 'dad` 5 ? -- 61S F" 13' E225 FE2: SDWC°11..5450 1 S C15450 -- 295 F50 cl- 0 N 0 N CD 0 U 0 O 0 M (o r v00 c� O 0 O 00 � o v v c tU� $� 0) rcn V O ;miiiIll � b�D 0 cf) +' N a �s N v osgo c r^ L\ O N i L m 00 py-, %10Vj look r=i 0 CL) Q O 1. o Q w 0 o �0�// r� 04 PRODUCT MANAGER I RELEASE I DATE: XX /XX /XXXX C.O.A.# ARCHITECTURE: �• AA26002802 PROJECT TYPE C.O.A.# ENGINEERING: 29349 Single Famfl 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 12/17/20 DATEr,`��tItI7! / f PLAN NAME Cedar NPC CHILD NUMBER b. 86025 2810.500 SHEET QA t)/lillil! 0 o o o o 0 o o o o 0 o o °--NOTE: ° o 0 0 ° ° o o o ° SHEATHING H PROVIDE BLOCKING EDGES. o AT ALL 0 o ° , ° o o ° o 0 0 ° 0 o o 0 o° o o o 0 0 o O o o°t e o o 0 0 ° O o A NAIL 12" IN o ° ° SPACING AT FIELD ° i o O o 91Ooo ° 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" 112 S 1 /2" DOUBLE NAIL EDGE SPACIN( �2x4 BLOCKING STUD SPACING PER PLAN NAILING STRUCTURAL SHEATHING PER PLAN SHEATHING SPLICE -SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING (:W01 TYPICAL SHEATHING DETAIL INT FINISH WOOD BUCK ATTACHMENT: I WOOD 1x_ CUSTOM PT BUCK TO MASONRY. MATCH FRAME WIDTH, ATTACH w/"T" 1X PT BUCK NAILS @4" FROM ENDS AND 12" O.C. REMAINDER. ATTACH WINDO THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL SILICONE SEALANT FINISH PER ELEAVATION ALILKNAIL: 2x_ OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS <2 1/4" = 1/4"Ox4" TAPCONS @4" FROM ENDS AND 12" O.C. REMAINDER. w/1 1/4" EMBEDMENT W141TYP� ICAL WINDOW ATTACHMENT DETAIL INT FINISH WOOD BUCK ATTACHMENT: 1x WOOD 2x_ OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS <2 1/4" 2x PT BUCK = 1/4"Ox4" TAPCONS @4" FROM ENDS AND 12" O.C. REMAINDER. w/1 1/4" EMBEDMENT ALTERNATE: ACH DOOR PER RIDA PRODUCT 'ROVAL ,K MOULD SH PER ELEAVATON W15 TYPICAL DOOR ATTACHMENT DETAIL EXTERIOR CONC.WALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. -2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2"x6" "L" BOLTS OR 5/8"x6" SIMPSON TTTEN HD'S w/ 2' WASHERS AT 24" O.C. & WITHIN 6" OF TOP AND BOTTOM. OR (2) ROWS OF 1/43" MASONRY SCREWS 0 12" O.C. STAGGER ROWS 6" FRAME TO BUCK TO MASONRY EXTERIOR CONC.WALL 1/4" DRIVE-IN ANCHOR a. GARAGE DOOR AND • TRACK, INSTALLED PER ......... - ......_..., MANUFACTURERS n 'Q ra, . d ° SPECIFICATIONS. i 1/2" x 2 1/4" HILTT SLEEVE ANCHOR OR EQUAL. MIN. 1 1/2" EMBED INTO MASONRY. (1) PER BRACKET — � FRAME TO MASONRY W16 YPICAL GARAGE DOOR ATTACHMENT DETAIL 12 PER INTERIOR EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" MIN 8d 3" O.C. 3" O.C. 12" O.C. ALL SHEATHING EDGES W02 GABLE END SHEATHING DETAIL STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & INSULATION AS PER SPECS. OTHER REQ. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR, DRAWINGS. ROOF SHINGLE (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS REFER TO PLAN LJ J FASCIA PER COMMUNITY SPEC SOFFIT & OVERHANG PER SPECIFICATIONS BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W30 TYP. 1-STORY WALL SECTION 12 PER ELEV. INTERIOR 92FM STRUCTURAL SHEATHING. REFER TO STRUCTURAL STRAP INSIDE FACE OF WALL PER MTS16 FROM EA. TRUSS W10 WHEN TRUSS STRAPS TO HDR. INSTALLED ON INSIDE TRUSS BOTTOM CHORD PER (NON -SHEATHED) FACE OF WALL EDGE NAIL SHEATHING MANUF. ® 24" O.C. TOP &BOTTOM OF PER PLAN DBL A TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. G OPENING FRAMING (JACK STUDS ONLY) OPENINGSIMPSON FRAMING STRAPPING AT INTERIOR PROVIDE 48" LAP SPLICE w/ (3) 10d EDGE NAIL SHEATHING TO TOP I FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES UI PLATE AND TOP AND BOTTOM I I OF HEADER PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 16" O.C. _ __ _ �—_- PLATE TO BE SPLICED OVER A STUD. —_ —_ —�_� HEADER PER PLAN, (2) PLY PROVIDE 48" LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO MIN, ADD JACK/KING STUDS CONT. w/ 10d COMMONS AT 16" O.C. MIN. ADDITIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONN. REQ. PER PLAN. AND CONNECTORS DOUBLE UPPER SILL AS REQ. (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. FOR SHUTTER ATTACHMENT TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM (1) SIMPSON LSTA18 AT 3" O.C. ALL AROUND HEADER EXTERIOR WALLS & SHEAR CENTER ON HEADER. OPENING WALLS ONLY, FASTEN SHEATHING AT 3" O.C. ALL CONNECT WALLS PER W10 DETAIL 0 AROUND OPENING STRUCTURAL SHEATHING PER PLAN INTERIOR NON -SHEATHED WALLS (ON OPPOSITE SIDE OF WALL) DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. — -- SHEATHING PER PLAN @ EXTERIOR WALLS AND SHEAR WALLS (ON I I I I I I I I OPPOSITE SIDE OF WALL) I I I I EDGE NAIL SHEATHING I I I I (1) SP4 TO KING & JACK STUD U.N.O. (I PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN II I! I I II II NOTE: FOR EXTERIOR BEARING WALLS ONLY NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING )5vIW0YPICAL FRAMED BEARING WALL Wvv Ov 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 SOFFis w OVERHANG PER SPECIFICATIONS BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING w% PRECAST SILL PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS ONLO,-O„ ---FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W31 IY . 1-STORY WALL SECTION EBAR, CONT. IN BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. EBAR VERTICAL IN FILLED CELLS, PLAN). --BAR VERTICAL ED 25" MIN. U.N.O. CLEAN OUT AT ALL CELLS. -OUNDATION PLAN DETAILS FOR FOOTING ORCING. PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING TYPE A 8" LINTEL 8" TYPE B 8" TYPE C 12" TYPE B 12" TYPE C 14" TYPE B** 14" TYPE C** 16" TYPE B 16" TYPE C 20" TYPE B 20" TYPE C 24" TYPE B 24" TYPE C 28" TYPE B 28" TYPE C 32" TYPE B 32" TYPE C 2'10" 1'6" 2231 3069 1 3719 3280 5163 6607 8054 9502 10000 3069 1 4605 5206 6113 7547 8974 10000 10000 3'6" 2' 2" 2231 3069 ° 3719 3280 5163 6607 8054 9502 10000 3069 1 4605 5206 6113 7547 8974 10000 10000 4'0" 2' 8" 1783 2561 I 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 i 3090 4567 5365 4766 5817 7074 8203 5'4" 4' 0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 l 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 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 1 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 8'4" 7'0" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9'4" 810" 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10 6 9 2 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 1114" 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 IT 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" 160" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19'4" 1810" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 420* N/A 750* 960* 1177* 1415* 1676* 20.0" 18'8" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 340* N/A 598* 845* 1114* 1345* 1468* *PRESTRESSED ** 8" W/2" RECESS U-LINTELS Type A = Unfilled no Rebar; T pe B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Continous Grout, Steel per plan in Bond Beam & Lintel I V Lhr t l l r IUML/ W19 TYPICAL FILLED CELL DETAIL w ` o O ['WJ n MC t J � r-� v� c*� 0 VJ � 00000 � O v -N N r d� c� 7:11 V O bA N � *PulteGr, PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX G.Q.A.# ARCHITECTURE: ' AA26002802 G.Q.A.# ENGINEERING: PROJECT TYPE 29349 Single Fa m d -1 THOMAS A. WEBER, ESE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 12/17/20 DATE 44ytt1lt/�� PLAN NAME Cedar NPC CHILD NUMBER o" 8;6025 2810.500 " �- SHEET ATE OFf \�LJ-102 QA lttAi~` '�ri�Illtt���' -- I1-4-1 E