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HomeMy WebLinkAbout6256 Bedford Woods DrALL Vk1OPK, pi `,r,,!iTH PREVAILING CODE"', _fy NATIONIA r�r Er,"MO AND THE: ,f, : ­ Yi-;.H(LLS IpLAN ORDINANCE.r, TM [PulteGroup 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 0" 60-0 LOT SPECIFIC AREA TABLE >n Description ption TOTAL GO.01 Cover Sheet GO.02 General Notes :CONDITIONED SPACE A1.11 let Floor Plan CMU-BASE PLAN 1850 SF A2*01 A2.02 Front Elevation & Details Side & Rear Elevations & Roof Pion 1850 SF :NON -CONDITIONED SPACE 1.11 let Floor Electrical Plan E1.12 let Floor Electrical Options CMU-COVERED LANAI 90 SF P1.11 let Floor Plumbing Plan CMU-FRONT PORCH FM1 OR C1 OR C01) 21 SF SO.OA M-GARAGE 438 SF 549 SFSl.lA Sl.QA 2399 SF sl.2A S2.OA SIOA S3.OB CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 -irst Floor Plate Height 'hnirp,-q 9'-4" Plate Height <itchen Layout Choices -0yout 1 -aundry Layout Choices -0yout 1 Additional Hose Bib Location Rear -xterror First Floor Wall h n i 'MU Exterior Wall 3ath 2 Shower Choices Tub/Shower Combination Darage Handing arage Left 11% Darage Water Heater Choices Electric Water Heater �3aroge to House Entry 'hnir.p.q Stepped Entry Darage Type Choices 2—Car Front Load �3athering Room eding ��hnicps, Tray Ceiling — Dwner's Both Layout Choices Owner's Both Layout 1 Dwner's Suite Ceiling Choices --lat Ceiling overed Lanai ,overed Patio -oyer Entry Door wing Door Swing In Wind Speed Choices Wind Speed 140 -iigh Velocity Hurricane one 2 h n i c ps on High Velocity Hurricane 7onp LOT SPECIFIED PLAN INFORMATION ,onfiguration Choices onfiguration B Customer Name Market Home *, 6871-02501 Address 6256 BRADFORD WOODS DRIVE ZEPHRYHILLS IFL ---- Community 6871 JOAKS OF PASCO 6871-02501 C) 41cn IT N00 A� ;-4 8 U V-4 � t� o 0 cf) N � *PulteGroup- O N OO L� 00 ' 0 � O w ic � w 12 > 0 U PRODUCT MANAGER RELEASE PROJECT TYPE SPECIFICAT ION LEVEL Nte PLAN NAME Highgate NPC CH n NU ER 2811.500 SHEET G0.01 0 . GENERAL NOTES GENERAL NOTES VENTILATION / ATTIC ACCESS — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — DO NOT SCALE DRAWINGS — MIN. NET FREE VENTILA110N 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 INSULATON 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 TERMITE PROTECTION o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS ACCES 1 ILITY — 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 ag"o TM tPulteG 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 IN P U TREATMENT THAN 30 SF a 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 PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS GRAD WITHIN 24" HORIZONTALLYE ( ) OR A.F.F. OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — �° 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 a EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE — 5/8" GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE OF THE STAIRS — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER — Ihn 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 T ON EITHER SIDE OF THE STAIRWAY o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — MIN. HEADROOM 6'-8" OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1h" LONG, 11 GAGE NAILS HAVING — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 -MAX. RISE 7-3/4" A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR 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 0 WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), 0 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. 0 HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED THAN FOUR RISERS with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 PATH WITHOUT GOING THROUGH A GARAGE o 1 %/ 2" GRIP SIZE OR GRASPABLE FINGER RECESS inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. o MIN. HEIGHT 78" ELECTRICAL — SIDING o FINISHED FLOOR SHALL BE MAX. 1 1 /2' BELOW TOP OF THRESHOLD — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS o IN EACH SLEEPING ROOM — MASONRY — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 a 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 0 Underloyment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate o WINDOWS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED and slate —type shingles, and metal roof panels shall comply with one of the following methods: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE ■ A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR over the entire roof. • WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM • BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED D1970 or a minimum 3-3/4 — inch wide strip of self —adhering flexible flashing tape • THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI complying with AAMA 711, applied over all joints in the roof decking. A felt underlayment AND CIRCUIT BREAKERS OR RECEPTACLES complying with ASTM D226 Type II, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN underlayment meeting the performance requirements specified, is required to be applied over • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS the FBCR for fastener type and spacing). o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND ■ Two layers of felt underlayment comply ASTM D226 Type II or ASTM 4869 Type III or IV, or ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT two layers of a synthetic underlayment meeting the performance requirements specified, SURFACE — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE lapped and fastened as specified. ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING — FLASHING R903.2 FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o WET AREAS o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT shall be installed in a manner that prevents moisture from entering the wall and roof through TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS joints in copings, through moisture permeable materials and at intersections with parapet walls and LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. other penetrations through the roof plane. SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 WOOD — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 INSULATION C5 a N F- 0 U t'I � r� 0 UO) o A� V N C) *PulteGroup- r.. O N OO 00 Iww O N C) � W W PRODUCT MANAGER IRELEASE I r)ATC. vv /vv /VVVV PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME High ate NPC CHfM NU ER 2811.500 SHEET GO.02 PRODUCT MANAGER IRELEASE I r)ATC. vv /vv /VVVV PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME High ate NPC CHfM NU ER 2811.500 SHEET GO.02 An' n' FIRST FLOOR PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'- O" ON 1107 PAPER) LEGEND MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN Af\ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4T DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. 12"f CEILING TRAYS ARE TO BE RECESSED INTO THE TRAY UP TRUSSES 12" U.N.O. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -2x4 WALLS ARE DRAWN 3 1/2" THICK -2x6 WALLS ARE DRAWN 5 1/2" THICK -8" BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING FURRING m � T--q 45 00 0 o A� v aN v� U co o c� ob N � *PulteGroup- 00 O a, N v � o -Ip O o O 12 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHfM NU ER 2811.500 SHEET A1.11 FYPON COROG 8X6X4 OR APPROVED EQUAL cQ cD c� I p� 1'-2" 4" N 4" .CORBEL DTL SCALE, 1" =1'-0" TRIM DETAIL SCALE:1/2• =1'-O" E-g, A oz ("-' IN 1" FRIEZE BANDING DTL SCALE: 1/2• =1'-O' B '7IIy4"" I I +12• 71 SILL DTL. SCALE: 1 /2• = 1'-0• C 9'-4" 8' 0"------------ T.O. WDW o. —a Is mEEao DEEEOD70-P rl00000�o El El, El El El El FE-11. E-11 N 3 GARAGE DOOR (n " 0 TRIM DETAIL 0 DC-4 Q -o FRONT ELEVATION SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) N O N CD T O v 0 5 a N O CV S a_ 0 U t'/ l W O 0 VJ ((\ O O Aa, T �1 M U c� N � lkPulteGroup- PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL I Mte PLAN NAME Hi h ate NPC CHn NU ER 2811.500 SHEET A2.01 -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SO. FT. SQ. IN. SQ. FT. SQ. IN. 0 0 0.000 0.000 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. N S SQ. FT. SQ. IN. LIN. FT. 0.000 0.000 1 0.000 0.000 0 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 ROOF PLAN SCALE 1 /8" = 1'-0" (NOTE: SCALE 1/16" = 1'—O" ON 1107 PAPER) cp 3 0 a 0 0 TRUSS N i-4 " 0 9 0 8 -0 W • T.O. WDW b, .. 0o ` OPT. GRIDS PER _--------- OPT. 4" BANDING COMMUNITY SPEC SAND FINISHED 0 STUCCO Q FINISH 0 04 SIDE ELEVATION SCALE 1 /8" = 1'-0" (NOTE: SCALE 1/16" = 1'-0" ON 11 x17 PAPER) v` 0 J o� T.O. WDW o REAR E LEVATI SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'—Q" ON 11x17 PAPER) J g -4" Y \ ----------- ----, ---- ---- ---- 8 -0 T.O. WDW O — SAND ----------- OPT. GRIDS PER co STUCCO NI� OPT. 4" BANDING COMMUNITY SPEC SIDE ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'—O" ON 11x17 PAPER) u O ! W ?or) 0 ul) v � i4 O 11 A�p ;.4;9 � aM1 N V� •� PIC$ O r'' w o>� N � lItPulto- PRODUCT MANAGER I RELEASE I DATE: xx /xx /xxxx TYPE 11 Fa SPECIFICATION LEVEL I pwte PLAN NAME Hi.v,rhgate NPC CHO NU ER 2811.500 SHEET A2.02 0 FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) BEDROOM 2 i ELECTRICAL SYMBOLS 11 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFq STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/(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 s ff SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT Y PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT R LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE -, PROVIDE FRAMING SUPPORT FOR FIXTURE QS SMOKE DETECTOR CEP ELECTRIC PANEL PROTECTED) ® SMOKE/CARBON SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT ® THERMOSTAT -SPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /Oi GARBAGE DISPOSAL (GFCI PROTECTED) CHT IO DOOR BELL CHIMES GARAGE DOOR. WIFI HOTSPOT OPENER DATA/TV MEDIA /SWP BOX 1) 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 METER CIRCUIT MAIN 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 .IT; I ICI I I...I I I_..I , ,. ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL urR 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS E I T r ELECTRICAL NOT TO SCALE I) IIII i 114 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL RISER DIAGRAM I,1m_Mi ►�k .l co c�n 0 u O 000 A� � �MM N U c� o� 1� l� cat N � *PultoGroup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT F SPECIFICATION LEVEL I Pulte PLAN NAME Hi h ate NPC CHn NU ER 2811.500 SHEET E1.11 I 0 U (D W 0 0 42 T W 0 N 0 N T O _ 0 0 „ 1 / / / 1 , I / I / / / / I / / / 1 / 1 1 1 1 1 I 1 i 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 I 1 1 , , , , 1 , , , .01-It- "01-,ti F �!- - - -- -110- --1 ------- I O I O Z 1 W I C I -r- �- C>--- --- - - - - - - - - C> 0 M i Al/VIVO '1dO ~-------- _ ~ C ' , w1 I I O 1 r7 ------------------- -� 0 0 M '1dO o"o - 00 'ldO I OO _I 1 ,Z `£ '11 'BVOYI '1d0 -- 11 'BVDYI '1d0 0 "�-.zii--'£ I cm � N o , c o J CD '------- I o w*Z4 M 1 i -------- O 0r_ o ; 1 1 . oil r11 1 . ■ . 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WOOD BLOCKING INSIDE-\ METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE cc ­; 1010 � 04 110V DUPLEX OUTLET LOCATION ,LOCATION pul 900 Ilk CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING ALE: N.T.S. 11 ELECTRICAL SYMBOLS I 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER 4WP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 220V STANDARD AFCI 220 OUTLET *Dw DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT - LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT ' LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE x LIGHT FIXTURE - 48" FLUORESCENT > OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE ?1't PROVIDE FRAMING SUPPORT FOR FIXTURE y> � EP ELECTRIC PANEL QS SMOKE DETECTOR (AFCI PROTECTED) r'CE Ll ELECTRIC METER ® SMOKE/CARBON MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) © THERMOSTAT EMERGENCY LIGHT —ePB PUSH BUTTON Up TELEVISION OUTLET SWITCH oT TELEPHONE OUTLET GARBAGE DISPOSAL flm� DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR WIFI HOTSPOT OPENER G MEDIA /SWP BOX DATA/TVDATA 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 I III III flll 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 ELECTRIC METER IN NEMA PANEL Pp 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS L I I lEdIII III II 1EE1 — 11114 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE W M •� O o� 00 A� V� oa bi— N ro *Putty O N � � O C70 � CAI CTS x Z PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Nte PLAN NAME Hanover NPC CHILD NUMBER 2811.500 SHEET ##### THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY 2'-0R HB LANAI OWNE TS SUITE r-------------� I I ' I I I GATHERING ROOM I I , N I I CAFE I I 2'-3" 7'-9' I I I I ------ L-------------� 0 R I , CV I O 17-7 O. BATH P ----- 1 R L 2 -4 WIC 0 ' o IT —2I I KITCHEN �` 0 12'-1Y' BEDROOM 4 r----- --- LAUNDRY ' 1 1 I 1 I I I I Y X II I I I II 1 II 1 II 1 II 1 I 1 II 1 II 1 II 1 II I NOTE: ALWAYS -------; BEDROOM 2 LOCATE DRYER TO RIGHT OF WASHER ENTRY 3 -3 5 0 FOYER BATH 2 2 CAR GARAGE 0 BEDROOM 3 , HB N 3 0 d o rn � c in PORCH Ilk 0 CV O N 0 FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-0" ON 11 x17 PAPER) 0 J d C5 CL GV O N 0 U 44 00 ch 0 v) IT Nt\00 !"1 A Q, W Vc as � o � w 0 cf Nm� *PulteGroup- PRODUCT MANAGER RELEASE DATE: XX XX XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Nte PLAN NAME Highgate NPC CHn NU ER 2811.500 SHEET pill .51 0 6 v m 0 U U CV 0 N lu J A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 7th EDITION. 2 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE, ETC. 4. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED NTH 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 PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL MO PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASGE 7-16 140 MPH (THE NOMINAL WIND SP® SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE 'C' C. 1. 2 3. 4. 5. 6. D 1. 2 3. 7. 8. 9. 10. 11. E. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. FOUNDATION: 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. ALL ALL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8'. CONFORM TO ASTM D 1557. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. FOOTING BACXALLL AND UTILITY TRENCH BACIGFLL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECIWCAL REPORT. FLOODING WILL NOT BE PERMITTED. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6' AND SEALED. PAMPDETC. CONCRETE SHALL CONFORM TO THE 'BUIDING REQUREMENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST EDITION) NTH MODIFICATIONS AS NOTED N THE DRAWINGS AND SPECIFICATIONS. DM BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. 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 PITH EARTH BACK ALL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER N THE MIDDLE TO UPPER )i OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MMUFACTURER'S SPECIFICATIONS ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS N ACI 614, ACI 301, ACI 318 & ACI 332. SLABS ARE DESIGNED AS UNREINFORCED PLAN CONCRETE SLABS ON GROUND. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. E CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A WNINIY 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 84EET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0' SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DRECW b.) 6x6 WI.4xWI.4 WELDED WIRE REINFORCEMENT FABRIC (WO). c) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE )¢ TO 2 N N LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POONDS N ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTIR C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPUMCE NTH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE LET AREA (f m = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8' x 8' x 16', TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR 'M'. COURSE GROUT SHALL CONFORM TO ASTM C476 NTH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-O' U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED N BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAID N RUNNING BOND U.N.O. OVER ALL MASONRY OPENINGS N WALLS PROVIDE LNTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. VERTICAL FLO CELLS SHALL HAVE A MINIMUM OF (1) H5 BAR LAPPED AND TED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING N 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' 115 25' 3-3/4' 10" 16 34' 4-1/Y 11' /7 42' 5-1/4' 13' F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO BE: CLASS 'B'. MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. 4. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. 5. DOWELS BETWEEN FOOTINGS MALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8' -3/8' d>--8 in +/- 1/2' -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2' G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NDS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER • 16' O.C. FOR WALLS 9'-5' OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 20 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) 24 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2X6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END O (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH )¢ 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 WOO), 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 -WOO) CONNECTIONS. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND, LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24' O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16' (INCHES) O.C. MAX OR AS OTHERWISE NOTED. 4. FRAME WALLS UP 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 NTH ROLLED THREADS. 3'x3'xO.229' PLATE WASHERS ARE ASTM/ASME 818.22.1. 2 EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE SIMPSON STRONG -BOLT TPER FL PRODUCT APPROVAL P5731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON 'RTEN HD'PER FL PRODUCT APPROVAL F5730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC3O& PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET-XP'PER FL PRODUCT APPROVAL 15730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL 116230.1. SIMPSON. AT_ # XP MAY BE SUBSTITUTED FOR SIMPSON 5ET_ 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 115730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON `OTEN SCREWS'PER FL PRODUCT APPOVAL #2355-R4. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC5& PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET'PER FL PRODUCT APPROVAL P5730.5, 7. INSTALL ALL POST -INSTALLED) ANCHORS IN STRICT ACCORDANCE NTH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL & PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: o) 1/2' DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND VEDGE DISTANCE. b) 1/2' DIA. SIMPSON TTEN HD-W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS. a) 1/2' DIA. SIMPSON 'DITEN HD'W/ MIN. 31/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2' DIA. F1554 GR. 36 AIR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED MC HORS 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 WOO). 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING 15 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 12' LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. IF THE WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX. 16' HIGH AND 4' WIDE AT THE FLOOR. DRILL HOLE AND INSTALL A 32' LONG REBAR AS DESCRIBED ABOVE LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLD WITH GROUT AS SPECIFIED. 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLIING 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 tr BOLTS AND 3-)¢ FOR V AND r 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 RTEN 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 (LE 3' NAILS). WHEN GAP IS GREATER THAN 1 1/2', INSTALL NEW ANCHORS. 4. CMU OVERHANGING SLAB M FOR BLOCK OVERHANGING THE SLAB BY V OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN V AND 1 V, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 )f, CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REWIRED 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 STUDI 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-'r-SDS3 WITH (12)-1/4'x3'SDS SCREWS, WHERE ''CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOP/BOTTOM PLATES o. 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 REWIRED 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 1-FROM THE EDGE OF THE PLATE. THE REWIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS 2-ABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2-BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTILIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3' WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX MSTC52) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7' ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2 THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS KAYCAN VINYL SOFFIT IS INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1 3. 12' WIDE SOFFIT PANELS ATTACHED TO BUILDINGS AND EAVES WITH 12F-1 & 12F-2 SYSTEM REQUIREMENTS AS NOTED IN EVALUATION REPORT FL12194-R9 ARE CAPABLE OF WITHSTANDING MAXIMUM COMPONENT & CLADDING DESIGN PRESSURES OF +/-40PSF. FOR DESIGN PRESSURES EXCEEDED +/-40PSF, SOFFITS SHALL BE ATTACHED PER 12F-3 OR 12F-4 SYSTEM REQUIREMENTS IN EVALUATION REPORT FL12194-R9 AND ARE CAPABLE OF RESISTING MAXIMUM COMPONENTS & CLADDING DESIGN PRESSURES OF +48PSF &-64.2PSF ' e ` ='± sCtf ,Area Roof Pressures Wall Pressures Zone 1 Zone Z Zane 3 Zane 4 Zone 5 19.2 -34.4 N/A N/A 19.2 T-47.S 25.8 -27.8 25.8 -4.4 Zone 2e Zone 3e N/A N/A Zone 3r N/A N/A 19.2 -41 Zone 2n N/A N/A Zone 2r 19.2 1 -47.5 DESIGN PRESSURE CALCS DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS .: PositiveWidth Heigh# Effective PRressu�re Descri Ption Zone � � Area ft2 ' f j16070 jee OHGD --- 16 7 112 21.9 3080 DOOR 4 3 8 24.0 24.4 6080 S GD 5 6 8 48.0 23.2 - 29. 3 4010 FIXED 4 4 1 4.0 25.8 -27.8 25SH 4 3 5.25 15.8 25.1 -27.2 24SH 4 4 4.166667 16.7 25.0 - 27.1 25SH (2) END 5 6 5.25 31.5 24.0 -30.9 25SH END 5 3 5.25 15.8 25.1 -33.1 (2) 26SH END 5 6 6 1 36.0 23.8 -30.5 25SH (3i 4 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 = 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.OA.# ARCHITECTURE: AA26002OW C.OA.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1 /26/21 DATE`,,,IWiil1/���' No. 8$ 1 -.► s4 7C .. i STATE OF c O c c cc c a MO A. m GO Cn O V J O 00 A� Uc 9 co O 'V w b4 co N � *PutteGroup- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME Hi h ate NPC CHIM NU ER 2811.500 SHEET SO.1 I 0 a� (1) 15 REBAR w/LAP PER COVERSHEET 8' C.M.U. FINISH PER ELEV. OIL-0A. FINISH GRADE co MONOLITHIC FOUND. _ - W/ (2) /4 DIA. RODS CONT. ON CHAIRS 9' STARTER • COURSE 1-4' 0 2 ST Y ALT. CMU SEAT 0 41 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB SCALE: 1/2'=1'-0 3/4' RECESS IN SLAB 10 1/2' 8' C•M•U. WALL FINISH PER ELEVATION FINISH FLOOR SLOPE '--MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2'=V-0 RECESS WITH PAVERS 2x P.T. PLATE SECURED TO SLAB w/ Y POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d GUI NAILS 012' O.C. STEP PER PLAN $LOPE 1'—o" s 1/2' STEP CONDITION THICKENED SLAB @ GARAGE (NON-BI SCALE: 1 /2'=1'-0 PVC SLEEVE 1'-4' 0 2 STORY F13 BEARING PENETRATION DETAIL SCALE: 1/2'4-0 2x AT 24'O.C. MAX 1/2' G.W.B. EA. SIDE 0 (1) #4 ROD CONT. ON CHAIRS UNO CMU COL PER PLAN PAVERS OR SLAB PER SLOPE ' SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN MASONRY WALL CORNER ON SPREAD FTG. SCAIF: 1/2'=1'-O 3/4' RECESS IN SLAB — FINISH FLOOR CMU COL. PER (1) /5 REBAR AT EACH FILLED CELL PLAN v� —#5 REBAR 15 REBAR CMU STRUCK BOTH WAYS COL PER PLAN w (2) #5 REBAR w/ w/LAP PER W w/LAP PER 25' LAP MIN. COVERSHEET SLOPE COVERSHEET Q POURED CURB _ > -O SLOPE 0 EACH FILLED CELL -0 _ LU FINISH GRADE CD Q z a z ,, PAVERS OR SLAB PER SPEC. m C.D CONCRETE FOOTING IF m C.D oo Z w/REBAR AS NOTED - oi Z ON FOUNDATION PLAN �-::• ' a ? c MONOLITHIC FOUND. CONCRETE FOOTING w • ''r ''; .. 13V(IF REQUIRED) w/(2) J4 DIA. RODS AS NOTED ON FOUNDATION PER PLAN 1 fi CONT. ON CHAIRS PLAN (IF REQUIRED) 1PER PLAN 'AL '-4.STORY ®2 S oR F03n MASONRY COL. ON SPREAD FTG. rers) MASONRY WALL CORNER ON SPREAD FTG. (Concreted Fo4 EXT, MASONRY WALL @ GARAGE SCALE: 1/2'=1'-0 SCALE 1/2'=1'-O SCALE: 1/2'=1'-O T-_ A 8' C.M.U. WALL FINISH PER ELEVATION SLOPE — MONOLITHIC FOUND. w/(2) 14 DIA. RODS CONT. ON CHAIRS. 2x P.T. PLATE SECURED TO SLAB w/ r POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d am NAILS 012' D.C. START SLOPE IN 2" SLOPE 77 .• FLUSH CONDITION 8' C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS wi-SITA I ILI SCALE: 1/2'=1'-0 2-1/2' 0 IMPACT a DOORR DOOR PER SPEC Z " Of GROUT BED N PAVERS PER SPEC PAVERS PER 3 a DOOR PER SPEC � (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS ii VARIES) "< DOOR THRESHOLD PER PLAN Ji SLOPE - ., . �. SLOPE7Q " ... PER PLAN jh ,•- — . ..... _ THRESHOLD I: ALT. BRICKOIL PER PLAN co -� ..I-IIHII�I � o _';`. I III J � PIW/ �-„�.3MONOLITHIC FOUND. MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-O" (2) #4 DIA. RODS 1'-4` 0�2-STORY w/(2) 14 DIA. RODS w/(2)4 DIA. RODS 1`_4' 0 2-STORY ` 1�-0" CONT. ON CHAIRS CONT. ON CHAIRS CONT. ON CHAIRS I 1-4' 0 2 ST Y ALT. FLUSH BRICK EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD WERIOR DOOR SILL @ ENTRY (Concrete) SCALE: 1/2'=1'-0 SCALE 1/2'=1'-0 SCALE 1/2'=1'-0 (1) #4 ROD CONT. ON 2x AT 24'O.C. MAX. CHAIRS TYPICAL 3 1/2' CONC. 1/2' G.W.B. EA. SIDEFINISH GRADEf � SLAB •:—FT7. I . THICKENED SLAB EDGE SCALE: 1 /2'=1'-O 8' C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) (1) 14 REINFORCMENT 4" SEE FOUNDATION PLAN BAR CONT. Q a CONC. PER SCHEDULE W a SLOPE TO DRAIN MONOLITHIC FOUND.` W/ (2) 14 DIA. t RODS CONT. ON `n \ - :r' _ '' '•` ' - + CHAIRS SHOWER RECESS SCALE 1/2'=1'-0 4" PAVERS TYP. In= (1) #4 BAR CONT. COMPACTED ALL PAVER AT CONCRETE GRADE BEAM CORNER BAR WITH 25' VERTICAL DOWEL PIN. LAP SPLICE EACH AS REQ'D IN PLAN "':' •:::'• : '~ SIDE. SAME SIZE AS CONT. FOOTING STEEL ALTERNATE TO CORNER4.-':.-::; ::.' t..• NUMBER OF CORNER SPLICE: PROVIDE CONT. ''`f'``•: ''„�`' BARS EOUALS NUMBER STEEL RONE BARS BENT _4 ` .'•.: OF CONT. BARS AT CORNERS TO COMPLY f, WITH THE INTENT OF THE BUILDING CODE. NUMBER OF REBAR 25' MIN. PER PLAN LAP SPLICE F12 REINF, PLACEMENT AT FTG. CORNERS SCALE 1/2'=1'-0 C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 Cl THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1 /26/21 DATE 0. I STAT kjw� 0R100' • t//tilll{1{1�1 o� co r_4 rV O Ezz 0 J+ 00 A� v� V f� bJD 49 c) N llkPulte- PRODUCT MANAGER I RELEASE I DATE: xx /xx /xxxx PROJECT TYPE n • 1 im SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHn NU ER 2811.500 SHEET Si.0 Q FOUNDATION PLAN SCALE: 1 /4"=1'-O" Opt-0" 30'-0" 10'-0" 3'-11/2" 8' 7'-0" 8',,4'-51/2" 8" 10'-2" 8" 2'-7" 9'-0" '-0 24"x24"x12" CONC. FTG. w/ VERIFY M.O. VERIFY M.O. #4 BARS 6" O.C. EA WAY J J F03C s1.0 w/ OPT. � • Po1 S1.0 F01 S1.0 • `i SCREEN W ENCLOSURE 0 F11 s1.o 0 I N 1'-21/2" I 6'-8" 2'-11I2" N _ cI °N N VERIFY M.O. r; I cJ • I• • • o I I M 0 cJ • tI I I oco I 51 2' _ i u- , in I I • I 00 I F26 cJ • o z o o • � I I IM o 0 0 o � � I • cJ cJ • I 00 ; REFER TO ARCHITECTURE FOR Fob • I ACTUAL WALL LOCATION s1.0 — SLOPE STARTS cJ co HERE I I CID 20'-1 " F08 • I VARIES = o cJ I S1.0 o I I I • � o I F07 w UD I Ll am cJ S1.0 5 RIFY ^ ° M.o. " 3'_4° 51 " I cJ F01 I • S1.0 I I = I = DF01 Le • -I Low -I •• •• • •• •• I r r VERIFY M.O. 114 8" 16'-8" 8" 114 21'-6" 40'-0" VERIFY M.O. 2'-111/2" 8° 7'-0" 8` 2'-111/2' 4'-3" 14'-3" LEGEND SYMBOLS 0 8x8 FILLED CELL W/ 15 REBAR • 2 8x8 FILLED CELL W/ (2)15 REBAR 0 INSIDE FACE a 8x8 FILLED CELL W/ NO REBAR REQUIRED 4 45' CMU - FILL CELLS W/ 15 REBAR 12x12 FILLED CELL W/ (4)-15 REBAR E LE ELEVATION INDICATOR - ELEVATION NOTED IS Y RELATIVE TO FINISH FLOOR DATUM = 0'-0' XX DETAIL INDICATOR I 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. I PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS C.O.A.# ARCHITECTURE: AA260028M C.O.A.# ENGINEERING: 29349 Cl THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1 /26/21 DATE No. 860 ST lIII{ co OQ 0 ul) � O 00 Ap iH 8 v45 C� U� e� '>:11 � w bb N � lkPultaGroup- PRODUCT MANAGER RELEASE PROJECT TYPE /1• 1 T SPECIRCA110N LEVEL I Pulte PLAN NAME Hi h ate NPC CHIM N1 ER 2811.500 SHEET sil 7) 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 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 NTH GROUT/ U = UNFILLED QUANTITY OF REBAR AT BOTTOM OF UNTEL CAVITY rNom16-1 B/1T L-QUANTITY OF #5REBAR AT TOP NOMINAL HEIGHT INAL WIDTH 15 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR CMU uo z GROUT a - #5 REBAR AT BOTTOM OF UNTEL CAVITY 7-5/8- 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. OPENING SIZE HEADER REMARKS UP TO 3'-4' DOUBLE 2x6------- 3'-5' - 6'-0' DOUBLE 2x8------- 6'-1' - V-6' DOUBLE WO 2 JACK STUK EACH D e-7' - 12'-6' DOUBLE 202 2 JACK STUD EACH D #5 REBAR IN VERTICAL GROUT FILLED CELL MITER LINTELS BY FIELD l ROUGH OPENING CUTTING BELOW PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAIL w NIS n #5 CORNER DOWELS INSIDE AND ❑UTSIDE OF VERTICAL #5 BAR AS SHOWN COLUMN BELOW C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 I-] THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1 /26/21 DATE Q STATE W� ORi�p'. ���1!l11i►�i t^J, 00 W O 45 0 v) O � O 00 A� aN v�+ M U� o cf N � lItPultoGroup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET S2,1 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 COLING SHEATHING TO BE GYPSUM. 4. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 - APA RATED SHEATHING. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE W 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 & ORDERS 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) SDWC156W 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 ETR 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 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 1 /26/21 DATE `,illlll,, STATEORIO O e-� 00 O 0 VJ � O 00 ACrN V� cz o c� 0 N � OPulte- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX SPECIFICATION LEVEL I Nte PLAN NAME Highgate NPCCHn NU ER 2811.500 SHEET S3.1 W 1 swe: Fie Nana: RWM-010 SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24, O.C. 20 BLOCKING AT '-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' 8e CMU WALL SEE PLAN MAX GAP FROM TOP OF FOR VERT. RE1NF. WALL TO BOTT. OF BLOCKING R 0 7 "WALLB RACING AT NON-BEARIiMEXTERIOR WALL STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24' O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN SHEATHING AND SCHEDULE PER PLAN R086 WALL BRACING AT BEARING 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 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 lbs. UPLIFT. LOCAl10N. 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) 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 3'-6' TO 6'-6" USE ONE 2x4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4' USE (2) 2x4 "L' BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4` TO 13'-0" USE ONE 2x4 � LQ '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 Me CONNECTOR. 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d 0 EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. - nR GABLE TRUSS PER PLAN 2x4 BETWEEN EA.� OUTLOOKER w/(2) 10d TOENAILS _ EDIMENT BLOCKING @ GABLE VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN MIN. 9' LONG 20 GA. FLAT STRAP w/ (8) 10d SHEATHING PER _OR_ DI AM 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. DAQ VALLEY SET OVER FRAME 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 4 BAYS BACK STRUCTURAL SHEATHING PER PLAN FROM GABLE TRUSS. 2x4 LADDER FRAMING AT 24' O.C. REQ'D AT WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE OVERHANGS GREATER THAN 12". ATTACH TO TRUSS SIDE OF BLOCKING. TOP CHORD w/ (2)-16d NAILS AT 24' O.C. 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 TRUSSES AT 2'-0' O.C. MAX—\ ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48 O.C. 0 APPROX. 45-DEG ANGLE. TRUSS ANCHOR CHART SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T' LAP SEE CONN. � NAILED w/ (2) ROWS 10d GUN NAILS 0 8" O.C. BOND BEAM PER PLA (2) SIMPSON A23 w/ (8) 10d x 1-1/2' (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL 'L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6' O.C. NOTCH 'L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10' ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2' PL. STRUCTURAL SHEATHING (�M v u WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w 12d's AT 4' / O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE PLAN AND DETAIL / CONT. 2x4 CONTINUOUS 20 NAILED FLAT TO TOP OF BRACE ('T' AILED N 2x6 2x6 \ / BRACE) NAILED TO DIAG. w/ 10d GUN STRUCTURAL NAILS 0 8' O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN FOR ATTACHMENT (48' MIN MEMBER LENGTH), BRACED REQUIRED TO BE CONTINUOUS OVER DIAG. % BRACE SPLICE SHOWN FIELD NAILING ,' PER PLAN 2x4 BLOCKING AT 48' 0 C -' \ 3 TRUSS BAYS 2x6 NAILED 0 BOTTOM WOOD FRAMING PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 "GABLE END TRUSS BRACING DETAIL GABLE END WOOD(' "X" = 10% HOUSE WIDTH ------ 0 T 0 RIDGE J GABLE END BOSTON HIP SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN PRE-ENGINEERED ROOF TRUSSES 0 MAX 24" O.C. SHEATHING PER ARCH -� 10 FURRING AT INSTALLED PER MANUF. MAX. 1&' O.C. w/ (3)10d AT EA TRUSS soy EXTERIOR CEILING FURRING SCALE: N.T.S. (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRAG IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 3 1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 2x4 'L" BACK. 2. AT VERTICALS OVER 6'-6' TO 8'-4' 7 USE (2) 20 'L` BACKS (1 EA. SIDE) (OR —FASCIA 2x SHTG. FRAME PER CASE 3 BELOW). SEE ARC.{. BLOCKING DRAWINGS 3. AT VERTICALS OVER 8'-4' TO 13'-0' 8' CMU WALL OR USE ONE 20 'L' BACK AND AN UNTEL, 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 THE DIAGONAL AT MID HEIGHT AND TO THE 20 DIAGONAL BRACING w/ (5) 12d _ COMMON NAILS TO BLOCKING AND BLOCKING BELOW THE ROOF SHEATHING w/ TO THE `L" BACK UNLESS NOTED (5) 12d's AT EACH END. IN ADDITION TO OTHERWISE ON PLANS, PROVIDE THE SECOND DIAGONAL, A STRONGBACK IS ONE BRACE AT THE PEAK AND THE ALSO REQUIRED AT THESE VERTICALS AND REMAINDER AT 48' O.C. DIAGONALS MUST BE ATTACHED TO EACH 'L" BACK OVER 8'-0" MUST HAVE AN WITH (2) 12d's AND ONE SIMPSON H2.5A TRUSS ANCHOR ADDITIONAL 'T' BRAG ATTACHED OR ONE USP RT5 CONNECTOR. SEE CONN. CHART TO THE NARROW EDGE w/ /12d's SIDE NAIL ALL 'L' BACKS AND FRAMING PER PLAN AT 6' O.C.. 'T' BRACE LENGTH TO STRONGBACKS w/ 12d's AT 6' O.C. NOTCH BE THE DIAGONAL'S LENGTH MINUS "L' BACKS AT TOP AND BOTTOM. 12' FROM EACH END. CH HIP GABLE TRUSS BRACING DETAIL "X" = 10% HOUSE WIDTH x O 0 3 x — — RIDGE 1Q GABLE END 31 GABLE ix 'X" = 10% OF HOUSE WIDTH 3 0 0 7 C� RIDGE QI 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 OSO PANEL EDGES ®SUPPORTS (1) 6' O.C. 6" O.C. 4" O.C. PANEL FIELD 1 6" O.C. 6" O.C. 6" O.C. METAL: 15/32' SPAN RATED PLYWOOD w/24 GA. 19/32' SPAN RATED PLYWOOD w/26 GA. NOTES: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X" OFFSET FROM ROOF EDGE. 30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE R11 ROOF SHEATHING ATTACHMENT DIAGRAM VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN SHEATHING PER ------ PLAN. 2x4 PURUN 0 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 Bd NAILS. BLOCK 8'-0' BACK FROM GABLE TRUSS. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32' MAX. SPACING IF LENGTH IS LESS THAN 4'-0' USE 20 'L' BACK, IF LENGTH IS GREATER THEN 4'-0' USE (2) 20 'L" BACKS. NAIL 'L' BACKS w/12d 012'0.C.(NOTCHED 0 TOP w/2-12d TOENAILS 'L' BACK —EXTEND 6' PAST LOWER ROOF SHEATHING SHEATHING PER PLAN—' nnn PARTIAL GABLE END TRUSS DETAIL Rvcv m PARTIAL GABLE C.O.A.# ARCHITECTURE: AA260028W C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1 /26/21 DATE GE �I =* - STATEfill At. fill O r--'1 00 cn 0 i 00 IT A� cps a� C-A U O � w bA r�./-�i cz cf) N � *PulteGroup- RODUCT MANAGER RELEASE XXX PROJECT TYPE SPECIFICATION LEVEL mte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET S4.1 i U I ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° NOTE. ° PROVIDE BLOCKING ° AT ALL ° ° ° ° ° SHEATHING EDGES. ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° AIL ° ° SPACING AT ° ° ° ° ° 12" IN ° FIELD ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" SHEATHING 8d 3' O.C. 3' O.C. 12' O.C. ALL EDGES SINGLE NAIL EDGE SPACING 1 1/2 s ° ° ° 1 /2' DOUBLE NAIL EDGE SPACH -'--2x4 BLOCKING NAILING STUD SPACING PER PLA STRUCTURAL SHEATHIN PER PLAN THIN E-S E TRICKS STRENGTH AXIS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL TOP PLATE CONNECTOR: (2) SDWC15600 SCREWS @ EA STUD DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 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 1/2" DIA EXP. BOLTS AT 24" O.C. W/1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB w/ 30 PLATE WASHERS W10 STUDS AT 16" O.C. EATHING PER PLAN 10M PLATE CONNECTOR: SDWC15450 SCREWS 0 EA STUD REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL W/UPLIFT 12 PER ELEV. INTERIOR EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16' MIN gd 3" O.C. 3" O.C. 12" O.C. ALL SHEATHING EDGES W02 (GABLE END SHEATHING DETAIL 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 150j. 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 ® 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 MTS16 FROM EA. TRUSS TO HDR. — EDGE NAIL SHEATHING PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. STRAPPING AT INTERIOR PROVIDE W LAP SPLICE w/ (3) 10d FACE PER PLAN 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.Q - CENTER ON BOTTOM AT 3' O.C. ALL AROUND HEADER OPENING CONNECT WALLS PER W10 DETAIL @- INTERIOR NON -SHEATHED WALLS DOUBLE SILL AS REQ. FOR - _ /___a SHUTTER ATTACHMENT 2x STUDS AT 16' O.C. - SHEATHING PER PLAN 0 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 = LL I L NOTE: FOR EXTERIOR BEARING WALLS ONLY u►nrziTYPICAL FRAMED BEARING WALL 0"-16" MAX. GAP 20 FILL w/ 2" MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. 1x P.T. SHIM NOTES: ALTERNATE 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 SHINGLE ROOF SHING W1J (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS OILREFER 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 0'-0" FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W31 IYP. 1-STORY WALL SECTION 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. EBAR VERTICAL ED 25" MIN. U.N.O. ' CLEAN OUT AT ALL D CELLS. FOUNDATION PLAN BOND BEAM TOP COURSE DETAILS FOR FOOTING -ORCING. LINTEL OVER OPENING - 1V U1F IIFN/ML) TYPICAL�FIL�LEDMF_LLDETAIL W19 MAY VARY, SEE PLAN 8' KNOCK OUT BLOC( w/ #5 BAR GROUTED SOLID #5 VERTICAL BAR IN GROUTED CELL 8' CMU WALL LAID IN RUNNING BOND. W18 TEPPED BOND BEAM OVER LINTEL TRUSS BOTTOM CHORD PER MANUF. 0 24" O.C. I EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM OF HEADER PER PLAN HEADER PER PLAN, (2) PLY MIN, ADD JACK/KING STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL AS REQ. FOR SHUTTER ATTACHMENT EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3" O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT II II II II II II II II II II II II -_LL —JL NOT: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING C.O.A.# ARCHITECTURE: AA26W2= C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 66025 FLORIDA 1 /26/21 DATE `,,`1111II No. 880 i P �lrj AL u cl- 0 CV 9 0 U a,. co 4_1 � O 00 A� M U w 0 bA N � *PulteGraup- PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx O PROJECT TYPE Single Famil SPECIFICATION LEVEL Mte 1PLAN NAME High ate NPC CHIM NU ER 2811.500 SHEET S4.2 , f ��, -,-