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HomeMy WebLinkAbout36839 Highland Meadows CtT [PulteGrou P 3 s 0 U s 0 c APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE 4o�_op 64'-�" - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL -2017 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB LOT SPECIFIC AREA TABLE Description TOTAL Sheet Number Sheet Title G0.01 Cover Sheet :CONDITIONED SPACE G0.02 General Notes CMU-BASE PLAN 1662 SF Al .1 1 1st Floor Plan 1662 SF A2.01 Front Elevation & Details :NON -CONDITIONED SPACE A2.02 Side & Rear Elevations & Roof Plan CMU-COVERED LANAI EXT. 199 SF E1 .1 1 1st Floor Electrical Plan CMU-FRONT PORCH FM1 OR C1 OR C01 OR FM2 OR C2 OR MD1 25 SF E1 .12 1st Floor Electrical Plan Options CMU-GARAGE 463 SF P1.1 1 1st Floor Plumbing Plan 687 SFSo.1 S1.1 Cover Sheet Foundation Details Foundation Plan 2349 SFS1.0 S2.1 Wall Base Plan S3.1 Framing Plan S4.1 Roof Details S4.2 Wall Details :J CONTROL DATE GENERAL NOTES 03-23-2019 ALL WORK SHALL 001k4PLY WITH PREVAILING ^rl cor+, ,I, n� AND H t.,;� s�'�`HILI S ORDINANCES REVIEW DATEJ�'L 0 i 2021 PLAN EXAMRI Ei� Z LOT SPECIFIC OPTION SELECTIONS Configuration Choices Cedar First Floor Plate Height Choices 9'-4" Plate Height Elevation Choices Florida Mediterranean (FM 1) 4B Kitchen Layout Choices Standard Kitchen Layout 1 Laundry Layout Choices Laundry Room Layout 1 (Base House) LOT SPECIFIED PLAN INFORMATION Exterior First Floor Wall Choices CMU Exterior Wall Additional Hose Bib Location Rear Foyer Entry Door Swing Choices Door SwingIn Customer Name * Market Home �, 6871-01101 Garage Handing Garage fight Garage Water Heater Choices Electric Water Heater Garage to House Entry Choices Stepped Entry Address Owner's Bath Layout Choices Layout 2 Recessed Shower w /Seat 36839 HIGHLAND MEADOWS COURT ZEPHRYHILLS FL 33542 Owner's Suite Ceiling Choices Flat Ceiling Covered Lanai Extended Covered Lanai Community Bath 2 Shower Choices Gathering Room Ceiling Choices Tub/Shower Combination Flat Ceiling 6871 OAKS OF PASCO 6871-01101 ---- Gathering Room Door Choices Window (Base House) Wind Speed Choices Wind Speed 140 High Velocity Hurricane Zone Choices Non High Velocity Hurricane Zone o� CO r� 00 M ACrN a� 4� c� UM tz 0 c� oA .2 tZ, N C) *PulteGroup- PRODUCT MANAGER RELEASE DATE: XX %XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET GO.01 W GENERAL NOTES — DO NOT SCALE DRAWINGS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS TERMITE PROTECTION — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT TIM PulteGroup — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF TREATMENT — INSPECTION FOR TERMITES o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES EXTERIOR — WATER RESISTANCE o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. ■ THIS IS NOT REQUIRED OVER CMU — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER R703.4 — EXTERIOR PLASTER o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 OR ASTM C1787 AND R703.7 — LATH o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 %" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. — SIDING o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — MASONRY o BRICK IS TO BE INSTALLED PER R703.8 o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 ROOFING — UNDERLAYMENT R905.1.1 underlayment for asphalt, metal, mineral surfaced, slate and slate —type roof coverings. o Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate and slate —type shingles, and metal roof panels shall comply with one of the following methods: ■ A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied over the entire roof. ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM D1970 or a minimum 3-3/4 — inch wide strip of self —adhering flexible flashing tape complying with AAMA 711, applied over all joints in the roof decking. A felt underloyment complying with ASTM D226 Type II, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic underlayment meeting the performance requirements specified, is required to be applied over the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of the FBCR for fastener type and spacing). ■ Two layers of felt underlayment comply ASTM D226 Type II or ASTM 4869 Type III or IV, or two layers of a synthetic underlayment meeting the performance requirements specified, lapped and fastened as specified. — FLASHING R903.2 o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and shall be installed in a manner that prevents moisture from entering the wall and roof through joints in copings, through moisture permeable materials and at intersections with parapet walls and other penetrations through the roof plane. — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 GENERAL NOTES VENTILATION / ATTIC ACCESS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT VENTS ONLY PER R806.2 — MIN. NET FREE VENTILATION SHALL BE 1 /300 OF THE AREA OF VENTED SPACE WHEN USING A COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 0 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER THAN 30 SF o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF THE ROOF FRAMING MEMBERS o MIN. ATTIC ACCESS SIZE IS TO BE 22"x30" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE FIRE—RESISTANT CONSTRUCTION — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR A 20—MIN. FIRE —RATED DOOR — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — %" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE CEILING WITHOUT HABITABLE ROOMS ABOVE — 5/8" TYPE X GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE — �" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS WINDOWS/DOORS — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 o ($) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND MIN. 20" D o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED PATH WITHOUT GOING THROUGH A GARAGE o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES o MIN. HEIGHT 78" o FINISHED FLOOR SHALL BE MAX. 1 1 /2" BELOW TOP OF THRESHOLD o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o FIXED AND OPERABLE PANELS IN DOORS ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION ■ GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. o WINDOWS ■ GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: • WHEN EXPOSED AREA IS OVER 9 SF • BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. • THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; AND • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SURFACE ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING o WET AREAS ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. ■ SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED WOOD — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD INSULATION — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY DRYWALL — %" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS ACCESSIBILITY — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS REQUIREMENT. o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 POCKET DOOR SITE ADDRESS — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO LESS THAN 4' IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY GUARDS AND WINDOW FALL PROTECTION — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. — GUARDS SHALL BE MIN. 36" o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE OF THE STAIRS — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED STAIRS — MIN. CLEAR WIDTH 36" o HANDRAILS SHALL NOT PROJECT MORE THAN 4 %" ON EITHER SIDE OF THE STAIRWAY — MIN. HEADROOM 6'-8" — MAX. RISE 7-3/4" — MIN. TREAD DEPTH 10" — HANDRAILS 0 34"-38" ABOVE SLOPE PLANE 0 HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE THAN FOUR RISERS 0 1 %"-2" GRIP SIZE OR GRASPABLE FINGER RECESS ELECTRICAL — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o IN EACH SLEEPING ROOM o OUTSIDE EACH SLEEPING ROOM o ON EACH ADDITIONAL STORY o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI CIRCUIT BREAKERS OR RECEPTACLES — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND SHALL BE LISTED AS TAMPER —RESISTANT — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS O co .o 0 A� v a` v � U� psi Ct N � *PulteGroup- Cn cnl 00 N O y � � 0 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 0 I d- I N I 00 CV 13'-8' ,1'-0" SOFFIT COVERED LANAI EXT. 6' Lo 6'-5Y'-w7 , (3) 251 SH '-4" 40'-0' 12'-2Y2 It 14'-9Y2 6- t 1& 5'-9" 1 7'-2" L. 7'-7V 0 CAFE 6y:l OWNER'S SUITE 00 I 14'-9Y - 5-0' 5-5" Akes.+._i �C Y ti AT 020" A GATHERING ROOM �' , 2. � N � R�90.fHOWE - � n ° 13'-3" NI III I BEDROOM 2 o °I RECESS IN�o TRUSSES FOR �y HVAC RETURN HEADER — — T 8'-0" i a . -. IN CEILING 3'-W 2'-7r 3'-W2 � 51_W 4,_O)r 4/0 BP � I I 1S/1R DBL 2X4 WALL ° WII o � TPtl o 0 0 - -- - --a FOYER co = �:, of t/7 CD BATH 2 �I i o I 3'-7" 6'-6" N 7 n I BEDROOM 3 0 c� I H TWIN I I I I � I I i I I I I , I I � , I I I I I I , i STONE 7'-0' 7'-o' LW L 2'-r 2'-W 16'-0" 14'-0' 4'-7" 21'-5" 40'-0' _ FIRST FLOOR PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) 0 I _ I LEDGE DETAILS ---- ="" ..... (� 8 B B 1X6 TRIM BOARD I 10 TRIM BOARD COAT HOOK(S) 9G' MDF. SHELVES, I 1X4 TRIM BOARD ;. MITER INTO SIDES OF Y' MDF. BOARD BEAD BOARD 1X4 TRIM BOARD /� I C - -- I Y4' MDF. BOARD SIDE(S) j 9C MDF. BOARD PIANO HINGE a 1' 4 uA c. j MDF. BOARD TOP 114 Uxa A MDF. BOARD FLOOR — N ROUND OVER 10 — I — TRIM BOARD IjL SECTM BE8 TI iU SECTION TH 3lJ SEAT s z � MN SEAT m rW aosw aieeEs mm 54 OR WAR - AM WKS 80 DES STANDARD = BENCH ONLY (A) NOTE: OPTA: BENCH, WAINSCOT do ' IF WALL WIDTH IS >3'-6' — ADD VERTICAL CUBBIES* (A B&C) CUBBIES, MAINTAIN MIN. 2'-6' SEAT DROP ZONE DETAIL " IF WALL IS 5'-0 OR GREATER —ADD CUBBIES BOTH SIDES SCALE : 3/4' = 1' — 0" 0 CV S U' a 0 OM W M � O O 00 A� vCN v� U � ci1:4 w 0 � � N PRODUCT MANAGER IRELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pt lte PLAN NAME Cedair NPC CHILD NUMBER 2810.500 SHEET A1.11 L ." IIIIIIIIIIIIIIII11m M 3 'v a� 0 0 W y a u- CV Q d v CV O CV 0 J d FRONT ELEVATION SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) OIL 8,_0" T.O. WDW I:1 e C 0 WINDOW/FRONT DOOR TRIM DETAIL SCALE: 1/2" = 1'-0" FRIEZE BANDING DTL SCALE: 1/2" = V4 4" +1 2" SILL oTL. SUALL 1%1 = 1-U N GARAGE DOOR 4" TRIM DETAIL SCALE: 1/2" = 1'-0' CV O N F- C.� 0 U MO t'J � rM� W M � O r"1 A P'1 a, M Uc cz "o � w c� cz N 0 *PulteGroup- 0 r-4 9! cc � w � � N Q O o � 0 as w w � � H o 00 (� PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Single Family SPECIACATION LEVEL I Pu1te PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2. 01 Cm 3 0 CL w 0 co 0 W `v 48 Cn N CV Q a ROOF PLAN SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'—O" ON 11 x17 PAPER) SIDE ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'—O" ON 11x17 PAPER) ------------------ .oiL TRUSS RING 9'-4" OL 8 —0 T.O. WDW o I I "a� 00 J, 0'—O" m -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 VENT'S SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. ANTS OF SQ. FT. SQ. IN. LIN. FT. 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 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY ----------------------------------------------------- , ----------------------------------------, Ell 11 OPT GRIDS PER--44 El J" ;COMMUNITY SPEC II -- ------------- •----------------------- OPT. 4' BANDING :----------------------------------------- REAR ELEVATION SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'—O" ON 110 PAPER) -------------- o a : co OPT. GRIDS PER ' ------------- COMMUNITY SPEC OPT. 4" BANDING SIDE ELEVATION SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'—O" ON 11 x17 PAPER) TRUSSOL BEARING 9'-4" OIL 8 —0 T.O. WDW F o I 00 I o� J, 0'-0" NISH FLOOR TRUSS BEARING 9'-4 OIL" T.O. WDW s `o l I o� 00 J, O'-0" NISH FLOOR Z5 0- CV O CV cl- U' O U v co W 0 UP) Q .00 A� �-1 O UM 0 7. c� 0 r N � ll&Putte- � 0 r.. cn O GO on 0 w N � 0 � o W � W � W 00 M (� PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL Nte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2.02 FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) M I ELECTRICAL SYMBOLS 11 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) ClSTANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) OC, STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. N SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®0W DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT �pc LIGHT FIXTURE - PULL CORD F@ LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT R - LIGHT FIXTURE - LED DOWNLIGHT ter'° LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) Q EXHAUST FAN (EXTERIOR VENTED) 0 CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT > OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE -lyY % , PROVIDE FRAMING SUPPORT FOR FIXTURE QS �MOKE DETECTOR AFq PROTECTED) O EP ELECTRIC PANEL ® SMOKE/CARBON It]ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT THERMOSTAT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ GARBAGE DISPOSAL (GFCI PROTECTED) CHIMES DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TV � MEDIA /SWP BOX DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18' AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 14 ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL LIM 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS _ — I 114 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE M� V4 �) W W M � O 000 A� aN V� ez Nm� llkPulte - O O M -� u 0 UE-+ u 0 .i 0 0bc � W omo U-) r�i M l PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1.11 3 0 a 0 f a a 0 U W 0 0 U- OPT FLOOD LIGHT ---------------------- I COVERED LANAI I OPT. -- - OPT. ( OPT ' FLOOD LIGHT -------- IN SOFFT --------------- -------------------- -------------------- -- WP/GFCI------------------------------------------------------------------- FIRST FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) OPT. COACH LIGHT IN SOFFIT � ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) Offa STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OWP/(Fq STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT �_pc LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT -- LIGHT FIXTURE / VAPOR PROOF L3 LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS SMOKE DETECTOR 01!= EP ELECTRIC PANEL (AFClPROTECTED) ® KE/CARBON � ELECTRIC METER SMOKE/CARBON MONOXIDE COMBO cS DISCONNECT DETECTOR (AFG PROTECTED) EMERGENCY LIGHT ® -0PB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH CHIDES TELEPHONE OUTLET /0/ GARBAGE DISPOSAL E5 DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR ((•) WIFI HOTSPOT OPENER DATA/TV MEDIA /SWP BOX DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM mmi I FfLtl I 1� ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND I 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL urp 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS �-T"L III III Ili 1#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE co v o0 M 0 ul) � O 000 iy A� v� U O c� c� pool r_q as N � litPulteGroup- 0 o `'`' p ®z U H rn U v ,0 W O ' 5 0 O oM0 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1.12 I ll W, 0 CV O CV 0 J FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY N O N C) 0 U Lf l'/ r-+ 00 M 0 r ^ vJ o O C\ T Aa\ 1!"7 � aAMS� U� cl� $ Vol v � w o� co N as tpulte'Group- RODUCT MANAGER RELEASE DATE: XX /XX /XXXX P PROJECT TYPE I Single Family SPECIFICATION LEVEL Me. PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET pill A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE Ah EDITION. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE, ETC. t 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-POSITIVENLO6: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLOOE 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 MOTH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. 2. ALL ALL 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) MOTH MODIFICATIONS AS NOTED IN THE DRAWNGS 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 ALL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER X OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTULER'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 )i TO 2 J4 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 / AC 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 (1'm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8' x 8' x 16', TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR "M". 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) J5 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 14 20' 3' 10' 15 25' 3-3/4' 10' 116 34' 4-1/2' 11' 17 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 DRAWNGS AND C.R.SI. 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 QU IN ACCORDANCE WITH THE LATEST EDITION OF THE NDS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER 016' O.C. FOR WALLS 9'-5' OR LESS 3. INTERIOR LOAD BEARING WALLS SHALL BE 2A SPF OR SP NUMBER 2 OR BETTER 016' O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS 0 24" O.C. MAX. 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 20 STUD WALL PROVIDE: (1) 20 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) 2A 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 Jr 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 ROCS 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-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 I. ANCHORAGE: 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2" DIA., EMBEDDED 7'. USE 10" LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3'x3'xO.229' PLATE WASHERS ARE ASTM/ASME B18.22.1. 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF AC 355.2 AND ICC-ES AC193, PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON STRONG -BOLT TPER FL PRODUCT APPROVAL P5731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF AC 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON 'BTEN HD'PER FL PRODUCT APPROVAL P5730.7. 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 AC 355.4 AND ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS SHALL BE SIMPSON SET-XP'PER FL PRODUCT APPROVAL P5730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL P6230.1. 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 P5730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON TIITEN SCREWS'PER FL PRODUCT APPOVAL 12355-R4. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE SIMPSON SEPPER FL PRODUCT APPROVAL P5730.5, 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 4'EDGE DISTANCE. b) 1/2' DIA. SIMPSON 'TITEN HD'W/ MIN. 31/4' 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 1/27 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. SIR 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 r DIA. HOLE 6' DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36' LONG 15 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 RE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS. 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-Y4* FROM ANY EDGE FOR )r BOLTS AND 3-V FOR )' AND X 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 HO SHALL BE A MINIMUM V 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 )' OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN )' AND 1)f , GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 V, CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS (1-3/8-FOR A 2X4 STUD OR 2-3/16-FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS (2-1/8-FOR A 2X4 STUD OR 3-5/16-FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4'X1-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'f-SDS3 NTH (12)-1/4'x3'SDS SCREWS, WHERE '#'CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOP/BOTTOM PLATES a. FOR PLUMBING/MECHANICAL UTILITIES A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2'WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (LE PVC OR ABS) IS CLOSER THAN 1-1/2-TO THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 17ROM 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/BB-OW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2'BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTILIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3' WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTMOUS 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. SOFFIT, OTHER THAN THE EXTERIOR GRADE SOFFIT BOARD OR SOFFITS USING HIGH -RIB METAL LATH AND STUCCO, SHALL HAVE THE PRODUCT APPROVAL NOTED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS SUBMITTED. ALL ALUMINUM OR VINYL SOFFITS SHALL MEET OR EXCEED THE REQUIREMENTS NOTED ON THIS SHEET IN REGARD TO DESIGN PRESSURES. ALL ALUMINUM MUST BE INSTALLED IN ACCORANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO COMPLY WITH THESE MINIMUM DESIGN PRESSURES. INSTALLATION IN ACCORDANCE WITH THESE REQUIREMENTS WILL COMPLY WITH R703 AND R704. ALL VINYL SOFFIT SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND R704. Roof Pressures Wall & Soffit Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 19.1 -34.2 N/A N/A 19.1 -47.3 25.7 -27.7 25.7 1 -34.2 Zone 2e Zone 3e 19.1 -47.3 N/A N/A Zone 2n Zone 3r Zone 2r 19.1 -47.3 DESIGN PRESSURE CALCS Positive Ne alive Width Height Effective Pressure Pressure Description Zane Lftj Lftj Area ft2 16070 OHGD --- 16 7 112 21.8 -24.3 3080 DOOR 4 3 8 24.0 24.2 -26.4 6080 SGD 5 6 8 48.0 23.1 -29.1 25SH 4 3 5.25 15.8 25.0 -27.1 25SH (2) 4 6 5.25 31.5 23.9 -26.0 25SH (2) END 5 6 5.25 31.5 23.9 -30.8 4010 FIXED 4 4 1 4.0 25.7 -27.7 26SH (2) 5 6 6 36.0 23.7 -30.3 25SH (3) END 5 9 5.25 47.3 23.1 -29.2 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. AIR = 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 G.O.A.# ENGINEERING: 29U9 n THOMAS A. WESER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86026 FLORIDA 6/7/21 DATE11�tI1I1 Ji to rMM� W � O ao iH O� U O b4 N a *PulteGroup- RODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte P PLAN NAME Cedar NPC CHILD NUMBER 1' 112810.500 7S SHEET L (1) 15 REBAR w/ 25" LAP U.N.O. CMU COL. PER 8' C.M.U. FINISH PER ELEV. PLAN OL-O,-o- FINISH GRADE co C) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS -A 9' STARTER -0. COURSE ALT. CMU SEAT 0 4� CONE ON CHAIRS I -e "02 ST Y EXTERIOR MASONRY WALL FrG FROM TOP OF SLAB SCALE 1/2*=I'-O 3/4' RECESS IN SLAB 101/2' ,,,—B* C.M.U. WALL FINISH PER ELEVATION FINISH FLOOR SLOPE ...... ____—MONOLITHIC FOUND. wA2) #4 DIA. RODS CONE ON CHAIRS. b_GARAGE DOOR RECESSED SILL SCALE �/2'4-0RECESS IMIH PAVERS 2x AT 24*0.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ 3' POVIDER ACTUATED FASTENERS OR TAPCONS 0 16' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE QM NAILS 0 le O.C. STEP PER PLAN OR 1/2" (1) #4 ROD CONE ON I CHAIRS UNO STEP CONDITION THICKENED SLAB 0 GARAGE (NON -BEARING) SCALE: 112'=I'-0 plow PVC SLEEVE 1'-4* 0 2 STORY F13 BEARING PENETRATION DETAIL SCALE 1/2'4-0 DE 8' C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. wA2) f4 DIA. RODS CONE ON CHAIRS PAVERS OR SLAB PER SLOPE SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN MASONRY WALL CORNER ON SPREAD FrG. SCALE: 1/2*=1'-O 3/4' RECESS IN SLAB FINISH FLOOR 4 0 2 STORY RECESS —WITH #5 REBAR w/25* MIN LAP 8' C.M.U. WALL FINISH PER ELEVATION MONOLITHIC FOUND. wA2) #4 DIA. RODS CONE ON CHAIRS. 2x P.T. PLATE SECURED TO 9A r PONDER ACTUATED FASTENERS ORvk TAPCONS 0 16- O.C. OR (2) ROWS 12d r GUN NAILS 0 12' O.C. START SLOPE HERE 2" SLOPE LOPE FLUSH CONDITION PENETRATING CMU COL PLAN tn on SLOPE jSLOPE CONCRETE FOOTING D PLAN w/REBAR AS NOTED ON FOUNDATION LAN (IF REQUIRED) P PER PLAN 01 . MASONRY WALL CORNER ON SPREAD FT SCALE 1/2*=1'-O =A #5 REBAR w/25" MIN LAP (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS 1' r 0 2 STORY EXT. MASONRY WALL @_GAWRE SCALE 1/2'4-0 POURED CURB FINISH GRADE o MONOLITHIC FOUND. wA2) 14 DIA. RODS CUNT. ON CHAIRS 2;gl2* 0 IMPACT D DOOR PER SPEC GROUT BID PAVERS PER SPEC a PAVERS PER 310 (THICKNESS (THICKNESS VARIES) DOOR THRESHOLD VARIES;L SLOPE OiLO'-O* F.F. SPEC SLOPE PER PLAN >< 00 LT. BRICK :2� ..... Ar.///T/7, THRESHOLD X 1c=1 C= w , r 1. 3�C3- 1-0 MONOLITHIC FOUND. MONOLITHIC FOUND. V-0 — w/(2) #4 DIA. RODS W/(2) 14 DIA. R q f-e 0 2-STORY CONE ON CHAIRS 4' 0 2-STORY \ Z DOOR PER SPEC DOOR THRESHOLD 00 CON I. ONUrCHAIRSFLUSH BRICK YERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR I SCALE: 1/2*4-0 SCALE' 1/2'4-0 SCALE 1/2*=l'-O- (1) J4 ROD CONE ON Tx AT 24*0.C. MAX. CHAIRS TYPICAL 3 1/2' CONC. FINISH GRADE SLOPE SLAB 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 CONE ON CHAIRS THICKENED SLAB EDGE SCALE 1/2*=1'-0 (1) 14 REINFORCMENT 4" 1 SEE FOUNDATION PLAN 44 BAR CONE Q_ CONC. PER SCHEDULE - L SLOPE TO DRAIN J CID SHOWER RECESS PAVERS TYP. !WA 2r/o ;wW AM Woendwo 14-- U 4' (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM PLAN PER PLAN . MONOLITHIC FOUND. ..OLLO W, 121 114 DIA. RODS L l'—O* CONE ON CHAIRS L 1'-4- 0 2 SdY VERTICAL DOWEL AS REQ`D IN PLAN LAP SPLICE kiiREINF. PLACEMENT AT FTG. CORNERS SCALE. 1/2-4-0 CORNER BAR WITH 25' SIDE. SAME SIZE AS MN. LAP SPLICE EACH CONE FOOTING STEEL NUMBER OF CORNER BARS EQUALS NUMBER OF CONE BARS NUMBER OF REBAR PER PLAN C.OA.# ARCHIMECTURE: AA26002= C.OA* ENGINEERING: 29349 0 THOMAS A. WESER, PE P.E. # 73242 FLORIDA N 8ENJAMIN NIESE. PE P.E. 0 86026 FLORIDA 6/7/21 DATE STATE C) 0 co 00 cn lo-1 0 uo) 00 0) m45 0 Q) U 7:1 .,_4 O r cf) *PuiteGroup- PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famfly SPECIFICATION LEVEL Pulte �17T' 1''!�!1! ,I" `F �11 II fl sel' ' 'I 1RIIRI771}llllAp�ll[�I�I�IAI1�l�1��Nll��q rnr 1 ml! IIIW�II'I'iltl�n�+ �n _ �wIRRIT"F911"I!':''_t19ti lu C I a 40'-0" aso,101- 24"x24"x12" CONC FTG w/ #4 S1.0 REBAR 0 6" O.C. EA WAY 26'-4' I..� F11 F11 -- S1.0 13'-0' S1.0 27'-0" o w/OPT. SCREEN w/OPT. SCREEN 2' 3 1/2' 8" 7'-0" 8" 4'-7' 8" 7'-0" 8" 3'-5 1/2" F12' ENCLOSURE ENCLOSURE S1.0 VERIFY M.O. VERIFY M.O. • 18181 low •• • • ' n o I `p o R oo ' N -� • _ VARIES 0'-0' F07 F01OL a S1.0 S1.0 o � I � I n I • co 1'-5 1 /2" CID8 1/2' I 10'-2" 8 I SOLID POUR R i SOLID POUR 114 VERIFY d ' M.O. S.C. R rrFO1 d n S1.0 I • I 3'-01/2' 9" d- I O � I R I 00 I 0'-Q"7 -51 i IR a • LV • — S.C. �, F26 I S1.0 I 0 I � 1 I • ca L S.C. 0 1 • REFER TO ARCHITECTURE FOR ' 'n o I o I AC AL WALL LOCATION F08 I 00 o � S1.0 I I • REFER TO ARCHITECTURE FOR — — — • — — R ACTUAL WALL LOCATION O - VARIES S.C. CV N Lr) �- START SLOPE HERE M REFER TO DETAIL FOR • I I I FLUSH ENTRY CONDITION I • 20'-9' �- I 1n F08 VARIES S1.0 I S.C. S.C. •I � o � W I O FO4 S1.0 • F01 S1.0 • I SOLID POUR SOLID POUR I • S.C. S.C. 7 1/2' M 7 1/2' ' 3 -4R • R i I I FIX Q, I 1.4u FOIS S1.0 d- I VERIFY a M.O. • ( F01 ;; F01 zt S1.0 S1.0 S1.0 • • • --- ---� •• • •• -d- L — coJ o VERIFY I M.O. o , • • N CV • • VERIFY M.O. 2'-10" XV 71-0 R 14'-0" FOUNDATION PLAN SCALE: 1 /4"=1'-O' 1'-8 1/2' 2'-10" X 8' 16'-8" 4'-1" 21'-5" 40'-0" 1'-8 1/2' LEGEND SYMBOLS Q 8x8 FILLED CELL W/ #5 REBAR • 2 I 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE 0 8x8 FILLED CELL W/ NO REBAR REQUIRED <0 45' CMU -FILL CELLS W/ 15 REBAR Fe 12x12 FILLED CELL W/ (4)-#5 REBAR EL EV ELEVATION INDICATOR - ELEVATION NOTED IS Y RELATIVE TO FINISH FLOOR DATUM = 0'-0' XX DETAIL NDICATOR FLOOR SLAB NOTES: 3 1/2' Z500 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.AO�A.#�ApRRCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 171 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 6m21 DATE N O N a 0 U � M t'J � v °O M 0 � O 00 A� iH v� U co O *-' cz w CO N � *PulteGroup- PRODUCT MANAGER RELEASE XXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Mte N NAME 'edar Wt CHILD NUMBER - - 810.500 .• = ��Iy� SHEET R S1.1 raj �` `' • 1�+LORti91". • •'' �►"I�",� WALL BASE PLAN. LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8' KNOCK OUT BLOCK WITH 15 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4' NOMINAL BEARING PER END 0 LINTELS OR AS REWIRED BY MANUF. (NOTE MOST MANUFACTURERS REQ. 8' BEARING 0 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 YNTH GROUT U = UNFILLED QUANTITY OF REBAR AT r I BOTTOM OF LINTEL CAVITY 1B/1T LQUANTITY OF /5 REBAR AT TOP 7NOM16— NOMINAL HEIGHT INAL WIDTH J5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR oa CMU GROUT j5 REBAR AT BOTTOM OF LINTEL CAVITY 7-5 8' BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8' NOMINAL WDTH 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 S-4' DOUBLE 2x6 ------- 3'-5' - 6'-0' DOUBLE 2x8 ------- 6'-1' - 8'-6' DOUBLE 200 2 JACK STUDS EACH END. 8'-7' - 12'-6' DOUBLE 202 2 JACK STUDS, EACH END. C.O.A.# ARCHITECTURE; AA26002802 C.O.A.# ENGINEERING: 29349 © THOMAS A. WESER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E.1$86026 FLORIDA 6/7// /2 DATE 't%%1111l1111, Z5 cl- 0 N c� a 0 oLO 0 co e--a 00 CO vJoO N O A� � N M Uco 0 cz 71 •O V bA N � *PulteGroup- PRODUCT MANAGER RELEASE ROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte P ILAN NAME a cl ar NPC CHILD NUMBER -- 810.500 •�tf� ; SHEET �,, • . S2.1 ��r//life t � 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 V MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS, 8 PRONDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2 ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PRONDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND DETAIL INDICATOR 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: AA260028M C.A.A.# ENGINEERING: 29349 CT THOMAS A. WESER, PE P.E. * 73242 KORIDA ■ 8ENJAMIN NIESE, PE P.E. 4 86026 FLORIDA 6/7/21 DATE BTATE ©R "� SIONA +� ��• Illitt O co l 45 OQ � O 0 VJ � O O A� CN Uc5 0 col u =� c� �O o� N� *PulteGroup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE SPECIFICATION LEVEL I PWte STRUGTURAL SHLJWTHNG, SEE PLAN AND DETAILS 'a ArrAfURIE IT PRE84GINEM WOOD TRUSSES AT 24' O.C. MAX. OR- 2x BLOCKING AT SHEATHING EDGES w/ 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS W/O 10d NALS, 24-O.C. CONTINUOUS STRUCTURAL CENTER MAX SPACING SFEATM NAL PER TYPICAI. CONTINUOUS STRUCTURAL SHEATHING SHEATHING DETAL NAL PER TYPICAL SHEATHING DETAL TYPICALTRISSANCHOR PER PLAN DETAL AT TRUSS FEEL > 91/4" TYPICAL ,,,,,,,,, ANCHOR PER PLAN NOTE: REFER M ARCHITECTURAL DRAWINGS ANDIOR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (Le. HEEL HEIGHTS, SLAPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSESAT2CO.C.MAX. TRUSS ANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM PER PLAN DETAILAT TYPICAL TRUSS wl HEEL < 9 IN ROOF TRUSS ON MASONRY 1 lV 1 Sedee Flle Nana 1 /2"=1'-0" RWM-010 STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED - TRUSSES AT 24' O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN AND SCHEDULE SHEATHING PER PLAN R 0 8 B WALL�BRACING AT BEARING MALL "X" = 10% HOIISF WnTH IJUb I UN rnr 'X'=10% HOUSE WIDTH 01 O O 3 RIDGE Qt GABLE END:7 -� GABLE x 20 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d O EA. OUTLOOKER 20 OUTLOOKER PER DRAWINGS 20 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR - PER PLAN 20 BETWEEN EA. OUTLOOKER wA2) 10d TOENAILS IEDIMENT BLOCKING GABLE 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 P� _ OR _ PLAN. - OR- - - 2x4 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW w/ (3) 10d EACH END. 13110VALLEY SET OVER FRAME 1 1 V V Ian PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24" O.C. STRUCTURAL SHEATHING PER PLAN 20 LADDER FRAMING AT 24' O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS S-6' TO 6'-6' USE ONE 20 'L' BACK. L 10 FURRING AT SHEATHING PER ARCH MAX. 16" O.C. w/ 2. AT VERTICALS OVER 6'-6' TO 8'-4' USE (2) 2x4 INSTALLED PER MANUF. (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.1" 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 'r G) T 7 C(D RIDGE HIP VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. ;_--- , -- - -,- _-- ,-- - - ---- SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 2e O.C. 20 BLOCKING AT 2'-0' O.C. w/ (2) 12d TOE NAILS 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 #A�LLBRACING AT NON -BEARING EXTERIOR �WA�LL 2x4 PURLIN 0 EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURL IN w/ 10d GUN NAIL 0 8' O.C. 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING STRUCTURAL SHEATHING PER PLAN AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT FROM GABLE TRUSS. OVERHANGS GREATER THAN 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 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" TRUSS ANCHOR O.C. APPROX. 45-DEG ANGLE. SEE CONN. CHART 3 'T' � SPLICE DETAIL FOR DIAGONAL 4' LAP WITH LAP BOND BEAM PER P NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2' (ONE ON EACH SIDE ( BRACE TO TOP PLATE). FASCIA x SHTG . ARCH. BLOgONG II , DSEE RAWINGS SIDE NAIL ALL "L° BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6' O.C. NOTCH 1" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10' ANCHOR BOLTS AT 4'-0' O.C. MAX. w/2'x2' PL STRUCTURAL SHEATHING CMU SEE PLAN FOR ATTACHMENT WASHERS AND Y EMBEDMENT. ,< NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF 016' O.C. TRUSS w/ 12d's AT 4° O.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE / CONT. 20 PLAN AND DETAIL 2x4 NAILED FLAT TO TOP OF BRACE ('T' 2x6 NAILED CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN ®TOP STRUCTURAL NAILS 0 8' O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48' MIN MEMBER LENGTH), BRACED X FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING % BRACE SPLICE SHOWN \ PER PLAN 20 BLOCKING AT 48' 0 C - 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 RELD 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. F_ 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 R11 ROOF SHEATHING ATTACHMENT DIAGRAM \ 3xTRUSS BAYS FRAMING 2x6 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 (8) 10d NAILS EACH OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS 2x4 SOCKING AT DIAGONALS ONLY. ATTACH AT TOP CHORD w/ (2)-16d NAILS AT 24' O.C. EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM Bd NAILS. CONT. 2x6 w/ (2) 12d NAILS BLOCK 8'-0' BACK FROM GABLE TRUSS. NAILSDIAGONAL A. BRACING MAX(SSPAgNGCOMMON 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'-O' USE (2) 20 'L' 2x LEDGER w/2-10d 0 EA BACKS. NAIL 'L° BACKS w/12d 012°0.C.(NOTCHED CROSSING TRUSS MEMBER 0 TOP w/2-12d TOENAILS FOR ROOF SHEATHING 'L' BACK -EXTEND 6' PAST NAILING LOWER ROOF SHEATHING SHEATHING PER PLANJ PARTIAL GABLE END TRUSS DETAIL R09C PARTIAL GABLE CMU 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. 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 S-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). 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 20 'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 8' CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED \ l I ■fnnn 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 (4) 1/4' 0 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 AVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. R13 MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) CONN ECTt#2 FASTENERS ALLOWABLE LOADS CITY TYPEGRAVITY (I bs @1.0 UPLIFT ( Ibs) @ 1.6 LATERAL Ibs @1.6 META16 8 0.148"x1-1/2"' -- 1450 F1:340 F2: 770 HETA16 9 0.148"xi-1/2" 1810 F1:340 F2: 770 (2) META16 1-ply 10 0.148"`x1-1/2"" -- 1875 F1: 680 F2: 770 (2) META16 2- or 3- I 14 0.162"x3-1/2" 1795 F1:1285 F2: 1080 (2) HETA16 1-ply 10 0.148""x1-1/2"" -- 1920 F1: 68f1 F2: 770 (2) HUA16 2- or 3 I 12 0.162"x3-1/2" 2365 F1:1350 F2: 1430 HSTM16 8 0.148"XIL- 2" -_ 1110 F1:120 4 1/4"x1-3/4"' Titen 2 F2: 90 MTS12 14 0.148"x1-1/2" 990 - MTS16 14 0.148"x1- 2]" -- 990 - HTS16 16 0.148""x1-1/2" 1310 -- HTS20 24 0.148"xl-1/2" 1310 - LSTA12 10 0.148"x2-1/2" -- 925 -- LSTAIS 14 0.148"x2- 2" 1235 - LSTA30 22 0.148"x2-1/2" 1640 -- MSTA30 22 0.148"x2-1/2" -- 2050 -- NISTC52 62 0.148"x3-1/4'" -- 4735 - MSTCM40 10 4"x2- 4"' TIten 2 -- 2800 -- 14 0.148"x3-1/4" MGT 22 0.14W x3" -- 3965 F1: 775 1 5/8"' ATR F2: 525 VGTR or L 1 5 8"' ATR -- 2225 F1: 650 16 1/4"x3" SDS F2: 630 VGTR/L 2 5/9'ATR -- 5545 171:650 32 1/4""x3" SDS F2: 630 VGT 1 5 S"" ATR 4940 F1:1185 16 1/4"x3!'SDS 172: 590 (2) VGT 2 5/8"'ATR 7185-2P{y 3 { F1:1185 32 1/4!'x3" SDS F2_ 590 DTi2Z 1 8 1/2- ATR 1/47xY'` SIDS -- 1825-2x4 min 2145- 2 2x4min - HTT4 1 5/8'" ATR -- 3610 -- 0.148"x3-1/2"` HTTS 1 5 9'' ATR -- 4670 - 26 0. i�' 8rxY' HTTW ATR -- MA - 26 S D #10x2-1/2" ABU44Z 1 5/8" ATR 7570 1900 - 12 0.162"x3-1/2" ABLI166Z 1 ee 5/8 ATR 18205 2475 - 12 0.162"x3-1/2" H2.5A 10 0.131"x2-1/2" __ 565 F1:110 F2:110 H10A 18 0.148"x11/2" - 1340 F1:565 F2: 285 H10A 2 18 0.148"x1-1/2" -- 1080 F1:680 F2:260 HUC48 14 1/4"x2-3/4" Titen 2 3500 1135 - 6 0.148"x3" WS26 4 Q148"'x3" 865 1165 SPH4 12 0.148"x1--1/2"' -- Side: 640 - Center :1280 OTC dips 4 3/16"x2-3/4" Titen 2 _- Fl : 85 2 0.131"x2-1/2" F2:135 A35 12 0.131"x1-1/2" -- -- F1:650 F2:670* SDWC15600 1 SDWC15600 -- 615 F1:130 F2:225 SIYWC15450 1 SDWCLS450 -- 295 F2:150 O C� 1 r� 00 07-4 O 0 VJ 00000 NA�p ;-1 O N U V bA -2 �z>IL N � *PulteGroup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX C.O.A.# ARCHITECTURE: AA26=80 C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Famil n THOMAS A. WEBER, PIE P.E. # 73242 FLORIDA ; ■ SEWAMIN NIESE, PE SPECIFICATION LEVEL P.E.086026 FLORIDA to 6/7/2 DATE,`,��ittffll WAN NAME edar C CHILD NUMBER 1P810.500 STATE OF hi.. s ....` SHEET S4.1 o ° a a a a a o a ° a a a a a a NOTE: o PROVIDE BLOCKING o AT ALL e a o e ° SHEATHING EDGES. 0 0 a a ° 0 0 a o o e o a o 0 0 o a a a a ° a a a a a o a a a ° a a a 0 ° ° 0 AIL o 0 SPACING AT o a 0 ° o 0 0 0 0 0 0 12 IN 0 0 FIELD 0 0 a 0 0 0 0 o 0 o e o 9e 0 0 0 o a a o 0 0 STUD SPACING PER PLA STRUCTURAL SHEATHINGJ PE �IRrn�ln nnw unlcnlnllun n� nnu .mu+irnnv W01 TYPICAL SHEATHING DETAIL INT. FINISH WOOD BUCK ATTACHMENT: 1x CUSTOM P.T. BUCK TO MASONRY 1x WOOD MATCH FRAME WIDTH, ATTACH wl T NALS @ 12 1x P.T. BUCK ?FROM ENDS AND 12'O.C. REMAINDER. PER ATTACH WINDOW THRU BUCK INTO MASONRY EL . ATTACH WINDOW PER PER FLORDA PRODUCT APPROVAL FLORIDA PRODUCT APPROVAL 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 SLICONE SEALANT FINISH PER ELEVATION ALTERNATE: 2x OR GREATER BUCK TO MASONRY BULT­UP THICKNESS < 2114' =11410 x 4' TAPCONS @ 4'FROM ENDS AND 12-O.C. REMAINDER. w11119 EMBEDMENT rvATYPICAL WINDOW ATTACHMENT DETAIL Scale: N.T.S. INT. FNISH 1XWOOD 2x P.T. BUCK ATTACH DOOR PER RDW PRODUCT APPROVAL BRICK MOLD FINISH PER ELEVATION TYPICAL DOOR ATTACHMENT DETAIL N.T.S. EXTERIOR CONC.WALL GARAGE DOOR PER MANUFACII FXIEIEDR CONC.WALL 114' DRIVE41 ANCHOR GARAGE DOOR AND TRACK NSTAILFD PER MANUFACTURERS SPECWTICINS. ". .•III.'. Fie Name: WGM-140 WOOD BUCK ATTACHMENT: & OR GREATER BUCK TO MASONRY BULT UP THK20NEESS < 2 IN =11410 x 4' TAPCONS @ 4' FROM ENDS AND 12' O.C. REMAINDER wl 1114' EMBEDMENT ALTERNATE: Ix CUSTOM PT BUCK TO MASONRY MATCH FRAME WIDTH, ATTACH wl T MILS @ 4' FROM DIDS AND IT O.C. REMAINDER. ATTACH DOOR THRU BUCK INTO MASONRY PER RORDA PRODUCT APPROVAL File Name: WGM-150 2X6 WOOD BUCKANCHORED TO CMU w/ 11YX8"L'BOLTS OR 518'x6'SMPSON TEN HD5 wl?WASHERS AT 24'O.C. & WITHIN 6' OF TOP AND BOTTOM, OR (2) LOWS OF 114'x 3' MASONRY SCREWS @ ITO.C. STAGGER ROWS GFROM EACH END 112'x 2114' HLTI SLEEVE ANCHOR OR EQUAL MIN.110 EMBED Ni0 MASONRY (1) PER BRACKET FRAMETO MASONRY TYPICAL GARAGE DOOR ATTACHMENT Scale: N.T.S. File Name: WGM-160 INTERIOR NG IN( 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 & OTHER REQ. / Li INSULATION AS PER SPECS. PRE—ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. ROOF SHINGLE (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS AfN REFER TO PLAN FASCIA PER COMMUNITY SPEC SOFFIT & OVERHANG PER SPECIFICATIONS BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS SEE STRUCT. DETAILS FOR VARIATIONS OlL0'-0' FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W30 IYP. 1-STORY WALL SECTION STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. 12 PER ELEV. L1 INTERIOR STRAP INSIDE FACE OF WALL PER — WIO WHEN TRUSS STRAPS INSTALLED ON INSIDE (NON -SHEATHED) FACE OF WALL MTS16 FROM EA. TRUSS TO 0. �— EDGE NAIL SHEATHING SIMPSON H25A 0 TOP do BOTTOM OF PER PLAN DBL 2X TOP PLATE BOTTOM 2X OF TOP CRIPPLES AS REQ D, PLATE TO BE SPLICED OVER A STUD. OPENING FRAMING (JACK STUDS ONLY) STRAPPING AT INTERIOR PROVIDE 48' LAP SPLICE w/ (3) 10d FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES DBL 2X TOP PLATE BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 16' O.C. PLATE TO BE SPLICED OVER A STUD. PROVIDE 48' LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS NAIL PLATES HEADER PER PLAN, (2) PLY (6) 10d NAILS 1P TO CONT. w/ 10d COMMONS AT 16' O.C. MIN. ADDTIONAL JACK STUD HEADER (MIN. 3EA ) AND CONNECTORS (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM (1) SIMPSON LSTA18 AT 3' O.C. ALL AROUND HEADER CENTER ON HEADER. OPENING CONNECT WALLS PER W10 DETAIL 0— STRUCTURAL SHEATHING PER PLAN INTERIOR NON -SHEATHED WALLS (ON OPPOSITE SIDE OF Wes) DOUBLE SILL AS REQ. FOR 2x STUDS AT 16' O.C. SHUTTER ATTACHMENT 2x STUDS AT 16' O.C. — SHEATHING PER PLAN 0 EXTERIOR— WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) EDGE NAIL SHEATHING I I I i (1) SP4 TO KING & JACK STUD U.N.O.- PER PLAN I I I ( EDGE NAIL SHEATHING PER PLAN — II II _u_-.1 NOTE: FOR EXTERIOR BEARING WALLS ONLY u►nG YPICAL FRAMED BEARING WALL vvvv ISM INSULATION AS PER SPECS. PRE—ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. ROOF SHINGLE (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS OOCILRE TO PLAN FASCIA PER COMMUNITY SPEC SOFFIT & 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 01L0'-0' FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W31 IYP. 1-STORY WALL SECTION :BAR, CONT. IN BEAM BEAM PER PLAN :BAR VERTICAL -D 25" MIN. U.N.O. _BAR VERTICAL IN FILLED CELLS, PLAN). --BAR VERTICAL 1 25" MIN. U.N.O. CLEAN OUT AT ALL CELLS. 'OUNDATION PLAN DETAILS FOR FOOTING ORCING. TRUSS BOTTOM CHORD PER MANUF. 0 24' O.C. 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 do SHEAR WALLS ONLY, FASTEN SHEATHING AT 3' O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT 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 TYPE A 8' UNTEL 8" TYPE B 8 TYPE C 1211 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 32TYPE B 32' TYPE C 2'10" 1'6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 3'6" 2' 2" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 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 2%2 N31 37% 4576 5" 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° 860 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 66" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 7'6" 6'2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 8'4" 7'0" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3496 2964 3387 9'4" 8'0" 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1943 2564 3486 2964 3387 10-6" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 11'4" 10`01, 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 13% 1846 2423 3127 4006 12'0" 10.8" 292 525 873 N/A 1254 16M 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 1410" 12'8" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14'8" 1T 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* 174" 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" 18.01, 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-UNTELS Tvne A = Unfilled no Rebar, Tvne B =Continuous Grout Steel per Plan in Bond Beam Only; Type C = Continous Grout, Steel per plan in Bond Beam & Lintel Iu Lnr IIMUML) W19IYP%L FILLED CELL DETAIL co 00 O VJ N ;_q CMr N 0 0 •� 'd O 0 � >� c" 4.1 N I� *PulteGroup- 4)lie 93 <79 N 0 0M <; 1 o O L---, 00�. 1-1U .)c � N O V � o � '1c O es PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx C.O.A.# ARCHITECTURE: AA26002802 ENGINEERIN(L PROJECT TYPEC.O.A.# 21U9 Famfl ' I THOMAS A. WE11M, FS P.E. # M42 FLORIDA N BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. 0 86026 FLORIDA to 617/21 DATE��t1IItI i ��' LAN NAME Cedar ;. PC CHILD NUMBER - 2810.500 4 SHEET t01ts>a . �' C� : S4.2 fQNA4 1► _ L c�\QQ- I D