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HomeMy WebLinkAbout6256 Bradford Woods Dr� T it APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL -2017 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB 40 -O„ 70 -O LOT SPECIFIC AREA TABLE Sheet Number Sheet Title Description TOTAL G0.01 Cover Sheet G0.02 General Notes LONDITIONED SPACE CMU-BASE PLAN 1850 SF Al .11 1 st Floor Plan Al.21 A2.01 2nd Floor Plan Front Elevation & Details 1850 SF ;NON -CONDITIONED SPACE A2.02 Side & Rear Elevations & Roof Plan CMU-COVERED LANA EXT. 154 SF 1 .1 1 1st Floor Electrical Plan CMU-FRONT FM1 OR C1 OR C01 OR MD1 SF E1 .1 2 1 st Floor Electrical Options CMU-GARA EXT. 524 SF 1 .21 2nd Floor Electrical Plan 6 E1.22 2nd Floor Electrical Options 1st Floor Plumbing Plan 254WS0. 1 2nd Floor Plumbing Plan Cover Sheet S1.0 Foundation Details S1.1 Foundation Plan S2.1 Wall Base Plan S2.2 2nd Floor Wall Plan S3.1 Framing Plan S3.2 Framing Plan High Roof S4.1 Roof Details S4.2 Wall Details S4.3 Floor details CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-Elevation 23-2019 Choices Florida Mediterranean (FM202) First Floor Plate Height Choices 9'-4" Plate Height Kitchen Layout Choices Layout. 1 Laundry Layout Choices Layout 1 Additional Hose Bib Location Rear Exterior First Floor Wall Choices CMU Exterior Wall Exterior Second Floor Wall Choices 2x4 Exterior Wall Flex Room Ceiling Choices Flat Ceiling Flex Room Choices Flex Room Flex Room Door Choices Double Door Garage Bay Choices 2—Car Front Load Garage Handing Garage Left Garage Water Heater Choices Electric Water Heater Garage to House Entry Choices Stepped Entry Owner's Bath Layout Choices Owner's Bath Layout 1 Owners Suite Ceiling Choices Flat Ceiling Covered Lanai or Uncovered Patio Covered Patio LOT SPECIFIED PLAN INFORMATION Foyer Entry Door Swing Choices Door Swing In Wind Speed Choices Wind Speed 140 High Velocity Hurricane Zone Choices Non High Velocity Hurricane Zone Customer Name Market Home *, 6871— 02501 Configuration Choices Configuration B Address 6256 BRADFORD WOODS DRIVE ZEPHRYHILLS FL 133542 Community 6871 JOAKS OF PASCO 6871-02501 --- o� a co r a> 0 .00 0 A� �o UCO c� N � MOM *Pu It e N r-1 M O�CJ 4.� Q a, N A -a--+ 7:1 H O w un w LO O PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Sinde Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET GO.01 7 �/ A GENERAL NOTES GENERAL NOTES VENTILATION / ATTIC ACCESS — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — DO NOT SCALE DRAWINGS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES VENTS ONLY PER R806.2 — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 DRYWALL — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC — %" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS TERMITE PROTECTION LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING ACCESSIBILITY — 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 [put te ro ,w €`" t 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 TREATMENT THAN 30 SF o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS — INSPECTION FOR TERMITES o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF REQUIREMENT. o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS THE ROOF FRAMING MEMBERS o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES o MIN. ATTIC ACCESS SIZE IS TO BE 22"00" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC POCKET DOOR 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 PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS GRADE WITHIN 24" HORIZONTALLY OR A.F.F. ( ) OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — 1h" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE — GUARDS SHALL BE MIN. 36" CEILING WITHOUT HABITABLE ROOMS ABOVE ■ THIS IS NOT REQUIRED OVER CMU o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE — 5/8" TYPE X GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE OF THE STAIRS — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER — 1h" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE R703.4 — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED — EXTERIOR PLASTER — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 OR ASTM SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS STAIRS C1787 AND R703.7 — MIN. CLEAR WIDTH 36" — LATH WINDOWS/DOORS o HANDRAILS SHALL NOT PROJECT MORE THAN 4 %" ON EITHER SIDE OF THE STAIRWAY o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — MIN. HEADROOM 6'-8" OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 %" 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 weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 % o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED THAN FOUR RISERS with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 PATH WITHOUT GOING THROUGH A GARAGE 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 lop the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. o MIN. HEIGHT 78" ELECTRICAL — SIDING o FINISHED FLOOR SHALL BE MAX. 1 1/2" BELOW TOP OF THRESHOLD — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS o IN EACH SLEEPING ROOM — MASONRY — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 o OUTSIDE EACH SLEEPING ROOM o BRICK IS TO BE INSTALLED PER R703.8 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o ON EACH ADDITIONAL STORY o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 o FIXED AND OPERABLE PANELS IN DOORS o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED SHOWER ROOFING POSITION — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER — UNDERLAYMENT R905.1.1 underlayment for asphalt, metal, mineral surfaced, slate and slate —type roof ■ GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS coverings. POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS o Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate o WINDOWS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED and slate —type shingles, and metal roof panels shall comply with one of the following methods: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE ■ A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR over the entire roof. • WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM 9 BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED D1970 or a minimum 3-3/4 — inch wide strip of self —adhering flexible flashing tape . THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI complying with AAMA 711, applied over all joints in the roof decking. A felt underlayment AND CIRCUIT BREAKERS OR RECEPTACLES complying with ASTM D226 Type ll, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN underlayment meeting the performance requirements specified, is required to be applied over • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS the FBCR for fastener type and spacing). o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND ■ Two layers of felt underlayment comply ASTM D226 Type II or ASTM 4869 Type III or IV, or ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT two layers of a synthetic underlayment meeting the performance requirements specified, SURFACE — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE lapped and fastened as specified. ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING — FLASHING R903.2 FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o WET AREAS o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT shall be installed in a manner that prevents moisture from entering the wall and roof through TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS joints in copings, through moisture permeable materials and at intersections with parapet walls and LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. other penetrations through the roof plane. SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED — A 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 CD C M OQ C� o .o 00 Q � 4� aN U� o r-.q0 � w rm '21- N � ultet' ruupr O N a � rn CEO Q.� Q N t�% o w � W PRODUCT MANAGER RELEASE DATE: XX xx XXXX 01 JUATEAMWTO PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME High ate NPC CHU NU ER 2811.500 SHEET GO.02 - li T"T I I __1 I TI — I !T-T 5 CL N O N S C,a 0- O FIRST FLOOR PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-0" ON 11 x17 R c! c' ) 0 vJ 00 T d v� U7� � a c� 0 1ml� sue, co NPo *PU Ito G ) !Jl lr PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHn NU ER 2811.500 SHEET A1.11 {,'JA -0" T.O. WDW �I Evil rkA�0 MmmLwHm— FRON LEVATI N SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) CORBELDTL SCALE: 1" = V-0" FYPON COROG 8X6X4 OR APPROVED EQUAL X N 4" TRIM DETAIL SCALE: 1/2" = V-0' FRIEZE BANDING DTL SCALE: 1/27 = 1'-0" 4" +1/2' SILL DTL. SCALE: 1/2" = V-0" N GARAGE DOOR 4" TRIM DETAIL SCALE: 1/2" = 1'-O" W 00 0 ul) � c� d A� N U co � w c litPulteGroup- r� c::> 9! c 00 � a� A �1 q� o cn CCU O W C� o 0 � Iw PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Sinkle Family ON Pulte PLAN NAME H1 h ate 2811.500 NPC CHfM NU ER /� /r81 J. .�UO SHEET A2.01 ,.,. _. _ _ .in'�i•�.r.-�r III'm'IT�mmlll'I"19TI'RTiI�i�X�' 1 II. i. •. .. 'V--F• _-, _ _ _ _ .,-,. ......_.. _, .. __ ... .�.-� �... ROOF PLAN SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) TR7_� 8'-O"" Y T.O. WDW I o cc a� I FINISH FOLOOR ---------------- ----------------- CD °° OPT. GRIDS PER OPT, 4" BANDING COMMUNITY SPEC SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11 x17 PAPER) -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 2549 367056 8.497 1223.520 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 3.399 489.408 5 5.098 734,112 119 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 REAR ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) TRUSS 9'-4" -----, ----- -- 8 -0 T.O. WDW -04 I o a' 4---- �--- �-----� OPT. GRIDS PER -SAND FINISHED ' " SAND FNISHED OPT. 4" BANDING COMMUNITY SPEC STUCCO FINISH FLOOR STUCCO SIDE ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-O" ON 11 x17 PAPER) r b I co 0 0 t'J � W in 0 � o 00 n� IS U T0 O � bA N 0 *PulteGroup- PRODUCT MANAGER RELEASE DATE: xx Ax /xxxx PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CH'IM NU ER 2811.500 SHEET A2.02 OWNER'S SUITE CFP W/<, \ > \ CAPPED PLATES � II W/ USB \ I - - - - - - - - - - - - GATHERING ROOM CF, W/ FIXTURE i � v I t i FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = O" ON 11x17 PAPER) BEDROOM 2 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 OP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET OUW 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 T PC LIGHT FIXTURE - PULL CORD F@ LIGHT FIXTURE - COACH LIGHT + LIGHT FIXTURE - EXTERIOR WALL MOUNT -F.1- LIGHT FIXTURE - LED DOWNLIGHT -UPI LIGHT FIXTURE / VAPOR PROOF TL3 LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE x LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS MOKE DETECTOR O EP ELECTRIC PANEL AFCI PROTECTED) SMOKE/CARBON � ELECTRIC METER SC MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT © THERMOSTAT Ep --OPB PUSH BUTTON TELEVISION OUTLET SWITCH CHIMES TELEPHONE OUTLET XY GARBAGE DISPOSAL P9 DOOR BELL CHIMES (GFCI PROTECTED) .�' GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER M i MEDIA /SWP BOX DATA/TV DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWTCHES 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 1-2" 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 M COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL urro 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 01L I I II II II ,I; — 111#4 SERVICE GROUND _ CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE :-: Q O 0M m � r� 4-4 00 M 0 O 000 N i4 0IN 8 V� cC! � b�D C� C� "14 Lo M V � H V Q w cn howmew o 0 ai w w 140D H I PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET E1,11 1 4 ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) �- o CL „0-,£ „0-,£ STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER - RESISTANT) - - - - - - - - - - ° ° ° _ ld0 FCI STANDARD 110 OUTLET - GROUND , n,IN OF/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. I I OO IN ol I '7 ` T" 1 I� n, ;' i= ll '8V0'(1 '1d0 u 'BVOYI uO ;'/CD 7 SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET I� CD N 0 DISHWASHER OUTLET (GFCI PROTECTED) OUTLET IN cr—<ILU�% �> " m N *\,\Cr) ®DW INSTALED INISIDE ADJACENT SINK BASE CABINET ' ` ` I \\ `\ r - - " - - - 1 = 1 N � i `♦ R ,� `, i LL `\ 1 cV \ W \\ 4V , 1 0o O l ) \ V �. \`\ \\ Ci v �+ C� _ ` \ � o . � � � I � L ,,.✓ SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LL + 25 a_ ' IN CD ULjli J Q W M r LIGHT FIXTURE -CEILING MOUNT , U Q f� <, CL Q LIGHT FIXTURE -WALL MOUNT C) LIGHT FIXTURE - PENDANT Ol-b `,°- ' W}' LIGHT FIXTURE - PULL CORD " o „ m PC ---- 1„ - In u��------- ) , , o I ,� _ LIGHT FIXTURE COACH LIGHT ;ac L`ort I ------ ' 1 _) LIGHT FIXTURE - EXTERIOR WALL MOUNT I I 7 Lu OC _ CJI LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF A'w t, I w I IOHO z `�r`�j = m I cwn jdp LIGHT FIXTURE /EXTERIOR FLOOD LIGHT It It LIGHT FIXTURE /FAN COMBINATION (EXTERIOR VENTED) CDL It a. � EXHAUST FAN (EXTERIOR VENTED) 1 ----— — — — — — — — -'-1 tY a J CAPPED PLATE Z `'` - - _ I x LIGHT FIXTURE - 48" FLUORESCENT n` --------�r--------� ; .� / ` Al/VIVO '1d0L-� / I ; OPTIONAL PADDLE FAN LIGHT COMBINATION PREWIRE 1 , 1 1 (� „ L� W ;OPROVIDE FRAMING SUPPORT FOR FIXTURE 1 , 1 1 � ��i I ®EP ELECTRIC PANEL SMOKE DETECTOR\\ _ ----- _O I I 'Q I (AFCI PROTECTED) rW 4 - (a -- X C3 ; SMOKE/CARBONI t I ELECTRIC METER d0 �s-I / I MONOXIDE COMBO DISCONNECT 7 "9- £ =3 - 0- I ° �° U i DETECTOR (AFCI PROTECTED) `�/ CV EMERGENCY LIGHT THERMOSTAT TELEVISION OUTLET _ _ _ ` � -OPB PUSH BUTTON , > '1d0 f SWITCH CHIMES TELEPHONE OUTLET Z �✓ �' �C Q ,, ,, ,ICY GARBAGE DISPOSAL DOOR BELL CHIMES IN 3�- ;f 1 m -� III -��i (GFCI PROTECTED) IN C)IN I cc<v V> �" GDO GARAGE OPENER DOOR �(d) WIFI HOTSPOT W ------ 1 , --- IN CD oo m�A 5 DATA/TV MEDIA /SWP BOX DATA /TV OUTLET IN F1 o� J a 0 FIRST FLOOR ELECTRICAL OPTIONS, SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) 2 -0" TYP. SPACING METAL STUD, TYP. 2 -0 TYP. SPACING END NAILS, TYP: 20 WOOD BLOCKING INSIDE METAL 1-WOOD BLOCKING STACKED TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS PLATE, TYP. A METAL STUD, TYP. WOOD BLOCKING INSIDE TOP OF STACKED BLOCKING 2x6 WOOD STACKED BETWEEN BLOCKED METAL STUDS, TYP. METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE - —END NAILS, TYP, d 110V DUPLEX OUTLET LOCATION CHASE OUTLET LOCATION -H 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT� TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING 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 1--2" PVC CONDUIT ' 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/O COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP M COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL rQ I 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 'I_I II III IIII Ilill�l — 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE �? Qu oU to th p 0 VJ c::> ooU p� (li � tf] V--q R�v V 0 cn U�] r"I cz C'h N PQ *PulteGrc,;up,,- PRODUCT MANAGER RELEASE DATE: XX Ax /XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Hanover NPC CHILD NUMBER 2811.500 SHEET E1.12 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY COVERED LANAI , EXT. i I I HB .......... ........ , 0 E TS SUITE r-------------� , I I ' GATHERING ROOM o 9. N I II II r------ L-------------J i 1 0 i co [V E 1 A19 � O 1 I 1 __ _ P 17-7 0. TH �---' 1 1 1 I 1 . I z -4 WI ---------------------- 1 0 KITCHEN C� 12'-lr2 BEDROOM 4 ----- ---- LAUNDRY O ° O I o00II I 1 I O II 11 I 11 I 11 1 11 I --J 1 11 1 11 I 11 1 11 1 II 1 NOTE: ALWAYS ;y_ BEDROOM 2 LOCATE DRYER TO RIGHT OF WASHER ENTRY o�IN, S-3" 5'-0" FOYER BATH 2 o � 2 CAR GARAGE N BEDROOM 3 CV 'O G _O d E HB RCH _ o _ _ 0 N O i[> d v N O N FIRST FLOOR PLUMBING PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) a 0 N C� 00 M o .o 0 �r A� �CN VCC) c� r� F N re-, IkPulteGroup- 00 :g cv � � N Z 4 � :3: O p � w o "D r4 PRODUCT MANAGER RELEASE DATE: XX/xx/xxxx PROJECT TYPE I Single Familv SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHn NU ER 2811.500 SHEET P1.11 A. GENERAL: F. REINFORCING STEEL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 7th EDITION. 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60, FOOTING BARS AND BOND BEAM BARS SHALL 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, 3. REBAR LAP SPLICES ARE TO BE: CLASS "B". MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, 4. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. BASES AND ANCHORAGE, ETC. 5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 4. THE ENGINEER'S S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE 6. DOWELS BETWEEN FOOTINGS D WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL AN CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, MIH SHALL REMAIN THE RESPONSIBILITY OF THE REINFORCING. CONTRACTOR, ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD, BACKCHARGES WILL NOT BE ACCEPTED, COMPRESSION MEMBERS SHALL BE AS FOLLOWS: REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE. 6. ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-POSITIVENL06: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<--8 in +/_ 3/8" -3/8" d>--8 in +/- 1/2" -1/2' 1. DESIGN LOADS: ROOF TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2" METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF G. WOOD FRAMING: TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NDS. ROOF LIVE LOADS 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER 016" D.C. FOR WALLS 9'-5" OR LESS. TC LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF 3. INTERIOR LOAD BEARING WALLS SHALL BE 20 SPF OR SP NUMBER 2 OR BETTER M 16" O.C. MAX. (U.N.O.). BC LIVE LOAD w/ STORAGE 20.0 PSF � 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 2x4 SPF, SP, OR METAL STUDS @ 2e O.C. MAX, FLOOR DEAD LOADS 11.0 PSF 5, LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. WOOD FRAMED DEAD LOAD 11.0 PSF 6. HEADER FRAMING: FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER BALCONY DEAD LOAD 15.0 PSF SIZE OF SAME SPECIES, GRADE AND PLY COUNT. BALCONY LIVE LOAD 60.0 PSF b,) FOR 20 STUD WALL PROVIDE: (1) 20 KING STUD AND (1) 20 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. EXTERIOR WD WALL 18.0 PSF c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. INTERIOR WD WALL 7.0 PSF 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH )' TOLERANCE (2-PLY MIN), STAIRS/LANDING 40.0 PSF UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8" O.C. FOR EACH, U.NO. WIND SPEED PER ASCE 7-16 140 MPH 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. RISK CATEGORY II 10, ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12" O.C. EXPOSURE "C" UNLESS NOTED OTHERWISED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS 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 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY H. PREFABRICATED WOOD TRUSSES: APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD, TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND EVALUATION SERVICES ICC-ES AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. ( ) 2. FLOOR SYSTEM ENGINEER. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. C. FOUNDATION: 3, TRUSS SPACING SHALL BE 2e O.C. MAX, UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" (INCHES) O.C, MAX. OR AS OTHERWISE NOTED. 1. FOUNDATION IS DESIGNED BASED ON P S RE UMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE Of 2000 PSF. THE 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. PLACEMENT. 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE 2. ALL ALL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8". CONFORM TO DELEGATED TRUSS SYSTEM ENGINEER. ASTM D 1557. 7. PROVIDE 30 LB. FELT PAPER R OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE 8. ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL BE DETERMINED BY THE DELEGATED GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. TRUSS ENGINEER 4. FOOTING BACKAI I AND UTILITY TRENCH BACKALL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. I. ANCHORAGE: 5. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2' DIA., EMBEDDED 7". USE 10" LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR D. CONCRETE: BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3"x3"x0.229" PLATE 1. CONCRETE SHALL CONFORM TO THE "BUILDING REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION) WITH WASHERS ARE ASTM/ASME B18.22.1. MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED 2. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. EXPANSION ANCHORS SHALL BE: SIMPSON STRONG -BOLT TPER FL PRODUCT APPROVAL #15731.1. 3. PROTECTTON COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR SCREW ANCHORS SHALL BE: SIMPSON TTEN HD'PER FL PRODUCT APPROVAL #15730.7. CAN ONLY BE INSTALLED IN DRY, b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. c. FORMED CONCRETE WITH EARTH BACK ALL - 2 INCHES CLEAR 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC308. PRE -APPROVED d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE ADHESIVE ANCHORS SHALL BE: SIMPSON SET-XP"PER FL PRODUCT APPROVAL #15730.6 OR SIMPSON 'AT-XP'PER FL MIDDLE TO UPPER � OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS PRODUCT APPROVAL #16230,1. SIMPSON "AT-XP' MAY BE SUBSTITUTED FOR SIMPSON SET-XP'. 7. ALL REINFORCING BARS, ANCHOR BOLTS 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED 8. PLACING CONCRETE, PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY POWDER -ACTUATED FASTENERS SHALL BE: SIMPSON POWDER -ACTUATED FASTENERS'PER FL PRODUCT REINFORCING WHICH MAY CONFLICT. APPROVAL #15730A b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED 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. CONCRETE SCREWS SHALL BE: SIMPSON TTEN SCREWS'PER FL PRODUCT APPOVAL #2355-R4. 11. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM ADHESIVE ANCHORS SHALL BE: SIMPSON SEPPER FL PRODUCT APPROVAL #15730.5. OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. 7, INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION CONTRACTION JOINTS IN A 3.5" SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS 8, INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: CONTRACTION JOINTS IN A 4.0" SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS a) 1/2' DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND LEDGE DISTANCE. b.) 6x6 W1.441.4 WELDED WIRE REINFORCEMENT FABRIC (WWM), b) 1/2' DIA. SIMPSON 'DTEN HD"W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE. c.) MICRO- OR MACRO- SYNTHECTIC FIBER REINFORCEMENT. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER FIBER LENGTHS SHALL BE Y2' TO 2 Y47 IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM 9. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN a) 1/2" DIA. SIMPSON TTEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. REQUESTED BY THE BUILDING OFFICIAL. b) SET-XP EPDXY w/ 4" EMBEDMENT AN 1/2" DIA, F1554 GR. 36 ATR W/ NUT & WASHER. E. MASONRY WALL CONSTRUCTION: ALL THEEOROMISPLACED TIF CASTPRIORIN-PLACE ANNCHO S.OTHER POSTO-rINSTALLEDSHALL A CHORSTAIN AS A REPLACEMENAPPROVAL R MSSING 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. 10. PLACE ANCHOR BOLTS AT 4" MIN AND 12" MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH 2. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi OF THE PLATE, A MINIMUM OF 1 3/4" FROM CONCRETE EDGE, AND SPACED AT 24' O.C. MAX. ON THE NET AREA (f m = 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 TETRMYDRATE (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 BE PLACED IN THE HALL R OF THE MASONRY CELL,TYPICALUNLESS YMFASTENED NOTED. SE J. WOOD STRUCTURAL SHEATHING: 7. EXPANSION TTYPESAN HD ORS ARE NOT TO BE US IN BOND COURSE. EMBEDDED ANCHORS OR EPDX, STUDSSHALL 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. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL„ AND A STANDARD ACI HOOK KHAT THE AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAPAND K. FIELD REPAIR NOTES: LENGTHS.OP,LAPPED REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK #4 20" 3" 10" #5 25" 3-3/4' 10" #6 34" 4-1/2" 11" #7 42" 5-1/4" 13" 1. MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A Y4" DIA. HOLE 6" DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36" LONG #5 REBAR WITH SIMPSON TYPE "SET" EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 127 LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. IF THE WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX. 16" HIGH AND 4" WIDE AT THE FLOOR. DRILL HOLE AND INSTALL A 32" LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM. FnRm WAI I AN11 Pni IR n0AP(II IR 0 ID WITH GROIIT AS SPFCIRFI) 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-Y" FROM ANY EDGE FOR )2 BOLTS AND 3 r FOR �f AND Y" BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5" MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24" TO 16"). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TTEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM r x 6", OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE "SET" EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6" MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL IN THESE DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESS THAN 1 1/2" FROM THE FACE OF THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3' NAILS). WHEN GAP IS GREATER THAN 1 1/2', INSTALL NEW ANCHORS. 4. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY Y8* OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN h' AND 1 )2 , GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 N, 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 HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2-WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/2-TO THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1-FROM THE EDGE OF THE PLATE. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS TABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2'BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES E PLUMBING/MECHANICAL ICAL UTILIES EXCEPT MEN THEENTIRE P REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/M N NTIR LATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3" WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7" ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2. SOFFIT, OTHER THAN THE EXTERIOR GRADE SOFFIT BOARD OR SOFFITS USING HIGH -RIB METAL LATH AND STUCCO, SHALL HAVE THE PRODUCT APPROVAL NOTED ON 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. Area ups.f �= @. �ialuesI'e Roof Pressures Wall & Soffit Pressures Zone 1 Zone.2 Zone 3 'Zone 4 Zone 19.2 -34,4 N/A N/A 19,2 1 -47.5 25.8 1 -27.8 218 -34.4 Zone 2e Zone 3e 19.2 -47. N/A N/A Zane 2n Zone 3r N/A N/A N/ N/A, Zone Zr 19..2 -47. DESIGN PRESSURE CALCS Componenu an&d,IeSS r �S3t (AS DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED ASa. �...„ Positive Negative REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS Width HeimFive Pressure Pressure Descdplion Zone tffl .'f Area W21I 16070 O GD --- 16 7 112 21.9 -24.4 3080 DOOR 4 3 8 24.0 24.4 -26.5 6080 S GD 5 6 8 49.0 23.2 - 29.3 4010 F IX6D 4 4 1 4.0 25.8 -27,8 25S H 4 3 5.25 15.8 25.1 - 27.2 24SH 4 4 4.166667 16.7 25.0 -27.1 25SI! (2) END 5 6 5,25 3L5 24.0 -30.9 25SH END 5 3 5.25 15"8 25.1 -33A (2) 26SH END, 5 6 6 36.0 23.8 - 30.5 25SH (3) 4 1 9 5.25 1 47.3 23.2 - 25.3 ABBREVIATIONS: A. PLYWD = PLYWOOD B. OSB = ORIENTED STRAND BOARD C. NAILING: C.A. 8d = COMMON NAIL C.B. 10d = COMMON NAIL C.C. 12d = COMMON NAIL C.D. 16d = 0.135" x 3 1/2" GUN NAIL C.E. EN = EDGE NAILING C.F. AN =HELD NAILING C.G. SN = SIDE NAILING C.H. BN = BOUNDARY NAILING C,I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION J. MAX = MAXIMUM K. MIN = MINIMUM L. O.C. = ON CENTER M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 0. TYP = TYPICAL P. U.N.O. = UNLESS NOTED OTHERWISE Q. I.L.O. = IN LIEU OF R. w/ = WITH S. WD = WOOD T. EE = EACH END U. HDR = HEADER V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. ATR = ALL THREADED ROD Z. S.C. = SAW CUTS AA, C.J. = CONTRACTION JOINT AB. DEN = DOUBLE EDGE NAILING AC. COL = COLUMN AD. REIN = REINFORCEMENT AE. PLT = PLATE AF. CANT. = CANTILEVER AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER C.O.A.# ARCHITECTURE: AA26002802 c t'I � v00 41 m 0 O 000 C:) Ucli� 0 cq QJ "ate � bA N � F 10 PRODUCT MANAGER I RELEASE I DATE: XX/XX/XXXX C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Family 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA SPECIFICATION LEVEL ■ BENJAMIN NIESE, PE P.E. # 86026 FLORIDA 3/31 /21 Pulte DATE PLAN NAME . Fs Hicrh ate -" NPC CHED NU ER No. 8602 ' SHEET SO.1 //II iillAi�� (1) #5 REBAR w/LAP PER COVERSHEET 8" C.M.U. FINISH PER ELEV. AL -0'-0" FINISH GRADE MONOLITHIC FOUND. ------- W/ (2) #4 DIA. RODS CONT. ON CHAIRS 9' STARTER 1-0 COURSE of ALT. CMU SEAT 0 -1Y�" FROM TOP OF SLAB EXTERIOR MASONRY WALL FTG SCALE: 1/2*=1'-O 3/4' RECESS IN SLAB 10 1/2 8" C.M.U. WALL FINISHPER ELEVATION FINISH FLOOR------- Cn ,4% X SLOPE ....... MONOLITHIC FOUND. wA #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2'=1'-0 RECESS WITH PAVERS 2x P.T. PLATE SECURED TO SLAB W/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 0 16' O.C. OR (2) ROWS 12d GUN NAILS 0 12' O.C. STEP PER PLAN :SL"OPE,; c_0 4" o if-T , 6 e 1/2" SEP CONDITION THICKENED SLAB @ GARAGE (NON-Bl SCALE: 1/2"=1'-0 CLEAN COW 0 PVC SLEEVE I'-'r 0 2 STORY BEARING PENETRATION DETAIL SCALE: 1/2"=1'-0 2x AT 2eO.C. MAX. 1/2' G.W.B. EA. SIDE (1) #4 ROD CONT. ON CHAIRS UNO 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS CMU COL. PER PLAN PAVERS OR SLAB PER SLOPE SPEC. NtG w/REBAR AS NOTED T CONCRETE FOOTING PLAN ON FOUNDATION PLAN (IF REQUIRED) L PER PLAN MASONRY WALL CORNER ON SPREAD FrG. SCALE: 1/2"=1'-0 31e RECESS IN SLAB FINISH FLOOR CMU COL. PER PLAN —15 REBAR w/LAP PER w COVERSHEET OL -0,-0,. SLOPE M CD CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN ters) MASONRY WALL CORNER ON SPRRD 17G. 1 8" C.M.U. WALL FINISH PER ELEVATION SLOPE MONOLITHIC FOUND. ' p wA2) #4 DIA. RODS LIS CONT. ... CHAIRS. 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR -_ TAPOONS 0 16' O.C. OR (2) ROWS 12d GUN NAILS 0 12' O.C. START SLOPE HERE L SLOPE FLUSH CONDITION PENETRATING PVC SLEEVE SCALE. 1/2"=1'-0 2x AT 24"O.C. MAX. 1/2" G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS SCALE: 1/20=1'-0 GROUT BED ..... 1'-4" 0 2-STORY EXTERIOR DOOR SILL @S SCALE: 1/2"=I'-0 FINISH —#5 REBAR WAAP PER COVERSHEET CD (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS POURED CURB FINISH GRADE —MONOLITHIC FOUND. wA2) #4 DIA. RODS I on m CONT. ON CHAIRS ........._......1'-4" -- - - -- SCALE: 1/2'=I'-0 2 1 �2" @ IMPACT DOO DOOR PER SPEC PAVERS PER SPEC PAVERS CA.. (_�� — n C14 (THICKNESS VARIES) DOOR THRESHOLD SPEC THICKNESS VARIES SLOPE mKO'-O" F.E. SLOPE 71 0 LD PAVER SLOP (THICK E ff SQUARE C.M. . v COL. PER PLAN (2) J5 REBAR w/ Fr 25" LAP MIN. § 0 EACH FILLED CELL -0' SLOPE 'dK 0' PAVERS OR M PER SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PER PLAN 4 PLAN (IF REQUIRED) ��Fmb MASONRY COL. ON SPREAD FIG. SCALE. 1/2"=I'-0 DOOR PER SPEC DOOR THRESHOLD PER PLAN PER PLAN ALT. BRICK THRESHOLD - I All PER PLAN T oa -9c I d I I- 3" —I I MONOLITHIC FOUND. W. =�_ MONOLITHIC FOUND, MONOLITHIC FOUND. W/ (2) #4 DIA. RODS wA2) #4 DIA. RODS L L CONT. ON CHAIRS wA2) #4 DIA. RODS -STORY CONT. ON CHAIRS 1 4 0 2 CONT. ON CHAIRS ALT. FLUSH BRICK ? 0 2 ST6Y 'D (Pavers) EXTERIOR DOOR SILL (@ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL 0, ENTRY (Concrete) SCALE: 1/2#=1'-0 (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2' CONC. SLOPE SLAB THICKENED SLAB EDGE SCALE 1/2"=1'-0 (1) #4 REINFORCMEN 4" SEE FOUNDATION PLAN BAR CONT. CONC. PER SCHEDULE T 4 1 SLOPE TO DRAIN — — - f 7 SHOWER RECESS SCALE: 1/2'=1'-0 PAVERS TYP. (1) #4 BAR CONT. COMPACTED ALL PAVER AT CONCRETE GRADE BEAM SCALE: 1/2"=1'-0 CORNER BAR WITH 25' VERTICAL DOWEL R MIN. LAP SPLICE EACH AS REUD IN P I. .. 4 SIDE, SAME SIZE AS CONT. FOOTING STEEL NUMBER OF CORNER ALTERNATE TO CORNER SPUCE: PROVIDE CONT. BARS EQUALS NUMBER STEEL REINF. BARS BENT• OF CONT, BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE BUILDING CODE. NUMBER OF REBAR 25" Mk PER PLAN LAP SPLICE kuREINF. PLACEMENT AT FTG. CORNERS SCALE 1/2"=1'-O C.O.A.# ARCHITECTURE: AA26002802 C.O.A,# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA N BENJAMIN NIESE, PE P.E.#86025 FLORIDA 3/31/21 DATE o.8 02 STATE AL => to C? 00 1­1 => N (u CJ Cf) r-q "!zv 4-j tPulteGiroupr PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Single Fa4y SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIC NU ER 2811.500 SHEET Si.0 c 0 E .a, N CV LA U 0 a FOUNDATION PLAN SCALE: 1 /4.4-0" i �n c 00 «o i «o 00 0 n. 40'-0" 29'-4" F03C '-0" 8'-8" '-0 24"x24"x12" CONC. FTG. w/ S1.0 #4 BARS 6" O.C. EA WAY o w/ OPT. W/ OPT. SCREEN SCREEN 'ENCLOSURE ENCLOSURE' „ �� „ " " �� 3 -1 1 /2 8 7 -0 8 4 -5 1 /2 8 10 -2 8 2 -7 F11 F11 VERIFY M.O. VERIFY M.O. ■ F01 S1.0 F01 S1.0 �� ■ o (� �n rn N 1'-2 1 /2" g" 2' 1 1/2" c N , RIFY M.O.CD I g" 3'-0 1 /2" F07 S1.0 51 2' I ai ■ ■ F26 $1.0 CJ F Q ■ ■ I F01 ■ CJ __ ( CJ _- ■ S1.0 REFER TO ARCHITECTURE FOR F08 ' ■ ACTUAL WALL LOCATION S1.0 cJ — — SLOPE STARTS HERE ■ 20'-1 " F08 S1.0 ■ I VARIES / o ci S1.0 ■ • �� �W N I FO7 51.0 o ■�j ■ I cJ F04 RIFY N M.O. M cJ F01 • d S1.0 5 2" 3'-4"I 51 " =� S1.0 F01 . a 1.0 ; L _ VERIFY M.O. S1.0 VERIFY M.O. 1'-9» 8» 16 -8 8 1-9 4'-3" 2'-11 1 /2" » 8 7 -0» 8» 2'-11 1 /2" 21'-6" 14'-3" 40'-0" F03C S1.0 M a J N 00 un I M d- I LEGEND SYMBOLS a cl ❑• 8x8 FILLED CELL W/ #5 REBAR cl • 2 8x8 FILLED CELL W/ (2)#5 REBAR ® INSIDE FACE 0 8x8 FILLED CELL W/ NO REBAR REQUIRED a c 4 45' CMU -FILL CELLS W/ #5 REBAR 12x12 FILLED CELL W/ (4)-#5 REBAR OL ELEV.ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DETAIL INDICATOR xx FLOOR SLAB NOTES: 3 1/2" 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6" AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN "L" SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36" (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12" (305mm) APART, WITH THE FIRST BAR PLACED 2" (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 3/31 /21 DATE }IIIIII TATE i)F O co m <--+ 00 � O 00 n� Ur--q c1r) � w bA N 0 --j IN It mo UK;` PRODUCT MANAGER RELEASE DATE: xX/XX/XXXx PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHU NU ER 2811.500 SHEET sil 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 REQUIRED 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 WITH GROUT U = UNFILLED r QUANTITY OF REBAR AT I BOTTOM OF LINTEL CAVITY F16-1 B/1 T LL QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH 5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR R o .... :. d 0o Z CMU GROUT J5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH LEGEND DETAIL INDICATOR ® LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. I OPENING SIZE HEADER REMARKS UP TO 3'-4" DOUBLE 2x6 ------- 3'-5" - 6'-0" DOUBLE 2x8 ------- 6'-1" - 8'-6" DOUBLE 2x10 2 JACK STUDS EACH END. 8'-7" - 12'-6" DOUBLE 2x12 (2) JACK STUDS. EACH END. #5 REBAR IN VERTICAL GROUT FILLED CELL MITER LINTELS BY FIELD ROUGH OPENING CUTTING BELOW PRECAST LINTELS FILLED WITH GROUT 90 CORDER DETAIL w NIS WA E BASE PLAN SCALE: 1 /4 =1 -0 45 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL #5 BAR AS SHOWN COLUMN BELOW C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA r BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 3/31 /21 DATE "' '• $TAT 1 iS� �N.A1L I fill I %% � o� oC? c� v ..4 00 M 0 V .J n� IS m r-1 V 7T � w 0 �b-A+ .a cf N � PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Hi h ate NPC CHIM NU ER 2811.500 SHEEN- S2.1 Q 0 cJ V) 0 N N s 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 2h 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) MULT -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 LTA DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 3/31 /21 DATE`�,rlllil!lrrr� 3�71C d AL rllll O r--1 v °O m 0 v J � Cr7 O 00 Nh� n� Lr) ;-4 C31N 8 v a� vcn U� o 0 N 0 JtPulteGraup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME =.� Highgate .. NPC CH NU 2811.500 SHEET S3.1 =Emma _ _ r I I ,II'i � II '� � � I T— i I �II i -r - r I �--- T—T—'fl' I'-I"--I-il" Rl - Li ao i nuad. hl n-ll , P--1—iIi lilil 1.P... STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT r PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. MAX. .OR. 2x BLOC19NG AT SHEATHING 2x RIBBON BOARD ATTACHED EDGES wl (3) 8d NAILS INTO TRUSS TO TRUSS wl (3)1Od NAILS, 24" CONTINUOUS STRUCTURAL O.C. CENTER MAX SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING DETAIL SHEATHING NAIL PER TYPICAL TYPICALTRUSS SHEATHING DETAIL PER PLAN DETAIL AT TRUSS HEEL > 9114" TYPICAL TRUSS ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. MAX TRUSSANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM PER PLAN DETAIL AT TYPICAL TRUSS w/ HEEL < 91/4" TRUSS ON MASONRY ,,:'�.ROOF Flla Nam®: RWM-010 SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. 20 BLOCKING AT 2'-0' O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS BOND BEAM PER SHEATHING PER PLAN PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" 8" CMU WALL. SEE PLAN MAX. GAP FROM TOP OF WALL TO BOTT. OF BLOCKING FOR VERT. REINF. R 0 7 "WALL BRACI�GA�TN ON -BEARING EXTERIOR WALL 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 BRACIiUA�EARING�WALL (8) 10d NAILS EACH ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. CMU WALL (4) 1/4" 0 c 2-1/4" MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 CONDTIONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS, AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. Lu FR13)'MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) 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. 20 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 20 1" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. 20 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 20 FASCIA SHEATHING _ OR _ PER PLAN. I\ GABLE TRUSS 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) 1Od SHEATHING PER -OR- PLAN. 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. ona 1VALLEY SET OVER FRAME f lvv Is" SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN PRE-ENGINEERED ROOF TRUSSES @ MAX. 24" O.C. SHEATHING PER ARCH J 10 FURRING AT INSTALLED PER MANUF. MAX. 16" D.C. w/ (3)10d AT EA TRUSS sot EXTERIOR CEILING FURRING SCALE: N.T.S. SHEATHING PER -OR- PLAN. (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER - - - PLAN. ;_---,----,-_------ - - 20 BLOCKING AT DIAGONALS ONLY. 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH ATTACH AT EACH END w/ (2) 12d END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING TOENAILS. NAIL SHEATHING TO AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK STRUCTURAL SHEATHING PER PLAN BLOCKING AT 6" O.C. w/ MINIMUM FROM GABLE TRUSS. 8d NAILS. BLOCK4 BAYS BACK 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE OVERHANGS GREATER THAN 12". ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, SIDE OF BLOCKING. TOP CHORD w/ (2)-16d NAILS AT 24" O.C. NAIL TO OPPOSITE SIDE OF BLOCKING. CONT. 2x4 w/ (2) 12d NAILS STRUCTURAL SHEATHING 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO PRE-ENGINEERED WOOD BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 TRUSSES AT 2'-O" O.C. .. MAX.. SEE PLAN FOR ATTACHMENT OF ALL ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48 STRUCTURAL SHEATHING. O.C. @ APPROX. 45-DEG ANGLE. TRUSS ANCHOR 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP SEE CONN. CHART 2z4 "L" BACK. � NAILED w/ (2) ROWS 10d GUN NAILS ®8" O.C. BOND BEAM PER PLA 2. AT VERTICALS OVER 6'-6" TO 8'-4" (2) SIMPSON A23 w/ (8) 10d x 1-1/2" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR (ONE ON EACH SIDE OF BRACE TO TOP PLATE). 2 SHTG FRAME PER CASE 3 BELOW) SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's �—SHEATHING PER PLAN AT 6' O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" CMU ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2%2" PL. STRUCTURAL SHEATHING WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED BEAM AT VAULTED TRUSS w/ 12d's AT 4" O.C. CONDITION, SEE PLAN AND DETAIL / CONT. 2x4 \ 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP STRUCTURAL NAILS 0 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING % BRACE SPLICE SHOWN PER PLAN \ 2z4 BLOCKING AT 48" O.C. -' 3 TRUSS BAYS FRAMING 2x6 NAILED ®BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 ".FABLE END TRUSS BRACING DETAIL GABLE END FASCIA x SEE ARCH. BLOCKING DRAWINGS 3. AT VERTICALS OVER 8'-4" TO 13'-0" 8" CMU WALL OR USE ONE 2x4 "C BACK AND AN LINTEL, SEE PLAN SHEATHING PER ADDITIONAL DIAGONAL BRACE IS REQUIRED FOR REINFORCEMENT PLAN AT THE PEAK AND AT EVERY OTHER MASONRY VERTICAL MEMBER IN THIS RANGE. ATTACH 20 DIAGONAL BRACING w/ (5) 12d THE DIAGONAL AT MID HEIGHT AND TO THE COMMON NAILS TO BLOCKING AND BLOCKING BELOW THE ROOF SHEATHING w/ \ TO THE "I" BACK. UNLESS NOTED (5) 12d's AT EACH END. IN ADDITION TO N PLANS, PROVIDE THE SECOND DIAGONAL, A STRONGBACK IS OTHERWISE O ONE BRACE THE PEAK AND THE ALSO REQUIRED AT THESE VERTICALS AND REMAINDER AT 48" O.C. DIAGONALS MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OVER 8'-0" MUST HAVE AN NCHOR ADDITIONAL "T" BRACE ATTACHED OR ONE LISP RT5 CONNECTOR. N. CHART TO THE NARROW EDGE w/ /12d's SIDE NAIL ALL "L" BACKS AND PER PLAN AT 6' O.C.. "T" BRACE LENGTH TO STRONGBACKS w/ 12d's AT 6" O.C. NOTCH / Qv THE DIAGONAL'S LENGTH MINUS "" 12" FROM EACH END. LBACKS AT TOP AND BOTTOM. 12 WOOD DUTCH HIP GABLE�T USS BRACI�GDETAIL (-R 09B �� "X" = 10% "X" = 10% HOUSE WIDTH � ® HOUSE WIDTH x - 0 x O 3 O x - RIDGE ' x RIDGE J OO GABLE END � ,, — (1) GABLE END BOSTON HIP Xj�03 GABLE X "X" = 10% OF HOUSE WIDTH 3 O 0 x / / 2 C� RIDGE HIP ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE: 7/16' SPAN RATED PLYWOOD OR OSB 8d RING SHANK 0.113" x 2-3/8" - 1 2 3 OFFSET DIMENSION "X" = 10% HOUSE WIDTH "X" "X" TILE: 15/32' SPAN RATED PLYWOOD OR OSB PANEL EDGES @ SUPPORTS (1) 6" O.C. 6" O.C. 4" O.C. PANEL FIELD 1 6" O.C. 6" O.C. 6" O.C. METAL: 15/32" SPAN RATED PLYWOOD w/24 GA. 19/32" SPAN RATED PLYWOOD w/26 GA. NOTES: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS —TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION Y' 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 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 0 8" O.C. 20 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" O.C. CONT. 2x6 w/ (2) 12d NAILS STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O,C. w/ MINIMUM 8d NAILS. BLOCK 8'-0" BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND @ 32" MAX. SPACING -'--IF LENGTH IS LESS THAN 4'-0" USE 20 "L" BACK, IF LENGTH IS GREATER THEN 4'4 USE (2) 20 "L" BACKS. NAIL "L" BACKS w/12d 012"O.C.(NOTCHED 0 TOP w/2-12d TOENAILS "L" BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLAN) EA�RTIA�LG�ABL�EEN�DTR�USS� DETAIL R09CPARTIAL GABLE C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 3/31 /21 DATE `�l�illflll/ f No. 8602 TATE 0 A1. a c Cw Q O 00 CC) 0 ul) � o %-I O � CN N U� M 03 ^21 PIC$ O � w b1tJ ,r..1 c� C"f N � *Pultei,'.',,° PRODUCT MANAGER IRELEASE DATE: XX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Hi h ate NPC CH NU ER 2811.500 SHEET 54.1 r r —r— —� X ° ° ° ° ° ° ° ° ° °----NOTE: PROVIDE BLOCKING AT ALL ° ° ° ° SHEATHING EDGES. ° ° ° ° ° ° ° ° ° _0* ° ° ° ° ° ° ° ° ° ° ° ° ° ° O ° ° ° NAIL ° SPACING AT ° ° ° ° ° 12" IN ° FIELD ° ° T ° ° ° ° ° ° ° ° ° ° ° EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16 SHEATHING 3 O.C. 3 O.C. 12 O.C. ALL EDGES SINGLE NAIL EDGE -SPACING 1 /2" 2 S DOUBLE NAIL EDGE SPACIN( — —2x4 BLOCKING STUD SPACING PER PLA NAILING SHEATHING SPUCE—SAME THICKNESS AND STRUCTURAL SHEATHING PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL TOP PLATE CONNECTOR: (2) SDK15600 SCREWS ® EA STUD DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUC 2X P.T. SOLE PLATE w/ 1/2" DIAM. ANCHOR BOLTS (10 + 2) AT 32" O.C. MAX. w/7" EMBEDMENT OR 5/8" DIA. EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN. OR 112" DIA EXP, BOLTS AT 24" O.C. W/1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB w/ 3x3 PLATE WASHERS IDS AT 16" O.C. iING PER PLAN PLATE CONNECTOR: WC15450 SCREWS @ EA STUD `— REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION W10 LOAD BEARING WALL w/UPLIFT Ku N N 0 M a PER ELEV. 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 itu AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. FASTENERS TO BE 1/8" DIA. MIN. AND EMBEDDED 3/4" MIN. MINIMUM SHEAR CAPACITY TO BE 150#. 2x ANGLE AS REQUIRED w/ (2) 10d TOE NAILS AT EACH END. STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN WINDOWS AND DOORS AND AT ENTRIES WITHOUT BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN BARREL FRAMING IS USED. STRAP INSIDE FACE OF WALL PER — W10 WHEN TRUSS STRAPS INSTALLED ON INSIDE (NON -SHEATHED) FACE OF WALL SIMPSON H2.5A 0 TOP & BOTTOM OF OPENING FRAMING (JACK STUDS ONLY) - DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16" O.C. - (6) 10d NAILS KING STUD TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA18 CENTER ON HEADER. STRUCTURAL SHEATHING PER PLAN — (ON OPPOSITE SIDE OF WALL) 2x STUDS AT 16" O.C. EDGE NAIL SHEATHING PER PLAN - EDGE NAIL SHEATHING PER PLAN CRIPPLES AS REQ'D, STRAPPING AT INTERIOR FACE PER PLAN MTS16 FROM EA. TRUSS TO HDR. DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16" O.C. - HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO — MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS REQUIREMENTS PER PLAN. (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM AT 3" O.C. ALL AROUND HEADER OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT - �T -- II II II II II II II II II II II II —L1_LL NOTE: FOR EXTERIOR BEARING WALLS ONLY ,A,,,C),TYPICAL FRAMED BEARING WALL 0"-16" MAX. GAP 2x4 FILL w/ 2" MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. 1x P.T. SHIM FALTERNATE NOTES: ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL STRUCTURAL SHEATHING. WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION REFER TO STRUCTURAL DETAIL. SHEETS FOR NAILING & INSULATION AS WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE OTHER REQ. PER SPECS. FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PRE-ENGINEERED ROOF PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. ARCH FRAMING DETAIL ROOF SHINGLE W13 (OR TILE PER SPEC) ` TRUSS STRAP PER STRUCT. DETAILS OILREFER TO PLAN tJ Y 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 ---FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPT�efl6k W31 IYP. 1-STORY WALL S EBAR, CONT. IN I BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. EBAR VERTICAL IN FILLED CELLS, PLAN). #5 REBAR w/ A.C.I. STANDARD HOOK AT TOP. LAP PER GENERAL NOTES. --A EBAR VERTICAL ED 25" MIN. U.N.O. CLEAN OUT AT ALL r D CELLS. FOUNDATION PLAN BOND BEAM TOP COURSE DETAILS FOR FOOTING ORCING, LINTEL OVER OPENING - IV Lni k i n MIL) W19 TYPICAL FILLED CELL DETAIL MAY VARY, SEE PLAN 8" KNOCK OUT BLOCK w/ #5 BAR GROUTED SOLID #5 VERTICAL BAR IN GROUTED CELL. 8- CMU WALL LAID IN RUNNING BOND. W18 _TEPPED BOND BEAM OVER LINTEL CONNECT WALLS PER W10 DETAIL INTERIOR NON -SHEATHED WALLS 2x STUDS AT 16" O.C. SHEATHING PER PLAN @ EXTERIOR WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) (1) SP4 TO KING & JACK STUD U.N.O. EDGE NAIL SHEATHING PER PLAN — II II II II II II II II E_ II II II II _LL —1L NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING 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 & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3" O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT 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 3/31 /21 DATE ```11111111/// 041N o. 8 025 .. r 00 w V 14 V L 2D O MC r-+ 00 M � O 0�0 iN dam,+ O va-\ 0 "o v U`�q � 711 0 c3 O � b�D C1� N as „ 0 q_ 0 �rg 0 lz N 00 d � c�n v 0 o cts � W PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte 1PLAN NAME Highgate NPC CH NU ER 2811.500 SHEET INT. FINISH WOOD BUCKATTACHMENT: 1 x CUSTOM P.T. BUCK TO MASONRY tx WOOD MATCH FRAME WIDTH, ATTACH w1 T NAILS @ 4' Ix P.T. BUCK FROM ENDS AND 12' O.C. REMAINDER. ATTACH WINDOW THAU BUCK INTO MASONRY PER FLORIDA ATTACH WINDOW PER PRODUCT APPROVAL FLORIDA PRODUCT APPROVAL ALTERNATE: SILICONE SEALANT 2x OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS < 21/9 =1/410 x 4' FINISH PER ELEVATION TAPCONS @ 4' FROM ENDS AND 12' O.C. REMAINDER. wl 11/4' EMBEDMENT TYPICAL WINDOW ATTACHMENT DETAIL N.T.S. File Name: WGM-140 WOOD BUCK ATTACHMENT: INT. FINISH 2x OR GREATER BUCK TO MASONRY ix WOOD BUILT-UP THICKNESS < 2114' =1/410 x 4' & P.T. BUCK TAPCONS @ 4' FROM ENDS AND 12' O.C. REMAINDER w11114'EMBEDMENT ATTACH DOOR PER FLORIDA PRODUCT APPROVAL ALTERNATE: 1x CUSTOM PT BUCK TO MASONRY BRICK MOLD MATCH FRAME WIDTH, ATTACH wl T NAILS @ 4' FINISH PER ELEVATION FROM ENDS AND I? O.C. REMAINDER. ATTACH DOOR THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL TYPICAL DOOR ATTACHMENT DETAIL Scale: File Name: N.T.S. WGM-150 EXTERIOR CONC.WALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. `- 2X6 WOOD BUCK ANCHORED TO CMU wl 11?x6'VBOLTS OR5/6'xO SIMPSON TTTEN HDS w/ 2'WASHERS AT 24' O.C. & WITHIN 6' OF TOP AND BOTTOM, OR (2) FRAME TO BUCK TO ROWS OF 1/4' x 3' MASONRY SCREWS @ MASONRY 12' O.C. STAGGER ROWS 6' FROM EACH EXTERIOR CONCMALL 114' DRIVEIN ANCHOR GARAGE DOOR AND TRACK ' INSTALLED PER MANUFACTURERS g: SPECIFICATIONS. J. p. FRAME TO MASONRY TYPICAL GARAGE DOOR ATTACHMENT N.T.S. END 112'x 21/4' HILTI SLEEVE ANCHOR OR EQUAL MIN.110 EMBED INTO MASONRY (1) PER BRACKET He Name: WGM-160 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 2110" V 6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 3'6" 2'2" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 4'0" 2'8" 1783 2561 2751 3280 3820 4890 5961 7034 8107 2561 4605 5206 6113 7547 8974 10000 10000 416" 3'2" 1343 1969 2110 2992 2931 3756 4576 5400 6224 1969 4375 5206 6113 7019 8672 10000 10000 4'8" 3'4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 5'4" 4'0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5-10" 4'6" 860 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 1 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" 612" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 8'4" 7-0-1 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1943 2564 3486 2964 3387 9'4" 8-0" 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 11'4" 10'0" 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12'0" 10.8" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 12'6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2883 13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14- 0" 1218" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14' 8" 13' 4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 15' 4" IN 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 17'4" 16'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19'4" 18.0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 420* N/A 750* 960* 1177* 1415* 1676* 20'0" 1818" 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 T e A = Unfilled no Rebar; Type B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Continous Grout, Steel per Elan in Bond Beam & Lintel NOMMI 1. NO . _ 1 t ..c -► ® �. 1: ® 11121 " M „' • i e1 & ea . • : J ®- h I� � I � )11��1 NINIWI ,. I► e 1 C � 1 �1 I 1- �1 ��I� �N II ,� III�III�I�NLI��I��I IrM�UII IIIIII��I 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 3/31 /21 DATE `w STATE f"!F ,• w //;/10NA41\\ \��� i P H CEO 0 r h v �.�..i t\00 f"1 ,,...0{{{��� 4 IS-1 O -N N � !� w 12 rl � o � w 0 bA rNEIIIIII N a AL u te u - STD_ 1 t N o h� CKD mJ 43 � p ic v0-� ,0 � � 0 � � w PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Hi h ate NPC CHIM NU ER 2811:500 SHEET S4.2.1 — —T�—n � , � �.,, �'t�-�a�r�rrxrcn it r � ra•;�r,na ��r--�--n�.��rr— i 0 O