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HomeMy WebLinkAbout6374 Bradford Woods Drasm / T 1pulteLiroup APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE — THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: —FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL -2014 NATIONAL ELECTRIC CODE —BUILDING TYPE: VB 40 -O 1 64 -0 LOT SPECIFIC AREA TABLE Sheet Number Sheet Title Description TOTAL GO.01 Cover Sheet GO.02 General Notes :CONDITIONED SPACE A1.11 1st Floor Plan CMU—BASE PLAN 1850 SF A2.01 A2.02 Front Elevation & Details Side & Rear Elevations & Roof Plan 1850 SF :NON -CONDITIONED SPACE CMU—COVERED LANAI 90 SF CMU—FRONT PORCH FM1 OR C1 OR C01 21 SF CMU—GARAGE EXT. 524 SF E1.11 1st Floor Electrical Plan E1.12 Pi.11 1st Floor Electrical Options 1st Floor Plumbing Plan SO.OA S1.1A 635 SF 2485 SF S1.2A S2.OA S3.OA S3.06 CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 Elevation Choices Florida Mediterranean (FM102) First Floor Mate Height 9 —4 Plate Height Kitchen Layout Choices Layout 1 Laundry Layout Choices Layout 1 Additional Hose Bib Location Rear Exterior First Floor Wall Chnirpq CMU Exterior Wall Bath 2 Shower Choices Tub/Shower Combination Garage Extension Choices 4' Extension Garage Handing Garage Left Garage Water Heater Choices Electric Water Heater Garage to House Entry Stepped Entry Garage Type Choices 2—Car Front Load Gathering Room Ceiling Flat Ceiling Owner's Bath Layout Choices Owner's Bath Layout 1 Owner's Suite Ceiling Choices Flat Ceiling Covered Lanai Covered Patio Wind Speed Choices Wind Speed 140 High e oci y Hurricane one Non High Velocity Hurricane LOT SPECIFIED PLAN INFORMATION Configuration Choices Configuration B Customer Name * Market Home *, 6871-03701 Address 6374 BRADFORD WOODS DRIVE ZEPHRYHILLS FL 33542 Community 6871 JOAKS OF PASCO 6871-03701 ---- f �WITH��JAtL1NC Vy�K SH1. �C��E, AI- � ��,� C;�pE, Cd0 sl ecC 'coos, h111.1.5 AN 10 Hs CX C1� � c3 O CV O N S 0 U M�./� Cn r-+ 00 o .o A� 4� aN 4� c� U� co 0 � d+ N r-> *PulteGroup- Ri �-j * O w w O PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE n. 1 T . SPECIFICATION LEVEL Me PLAN NAME Highgate NPC CHID NU ER 2811.500 SHEET GO,01 GENERAL NOTES - DO NOT SCALE DRAWINGS - ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE - CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE - CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS TERMITE PROTECTION - TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE Pultebi � � TM SHALL BE ISSUED TO THE BUILDING DEPARTMENT —SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF TREATMENT - INSPECTION FOR TERMITES o PROVIDE 6' CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS • 4' CLEARANCE REQUIRED AT GARAGES AND PORCHES EXTERIOR - WATER RESISTANCE o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. ■ THIS IS NOT REQUIRED OVER CMU - FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER R703.4 - EXTERIOR PLASTER o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND R703.7 - LATH o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1h" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 7/8" LONG, 16 GAGE STAPLES, SPACE NOT MORE THAN 6" INTO FRAMING MEMBERS 0 WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. — SIDING o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — MASONRY o BRICK IS TO BE INSTALLED PER R703.8 o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 ROOFING — UNDERLAYMENT R905.1.1 o Unless otherwise noted underlayment for asphalt shingles, metal roof shingles, mineral —surfaced roll roofing, slate and slate —type shingles, wood shingles, wood shakes and metal roof panels shall conform to the applicable standards listed in this chapter. Underlayment materials required to comply with ASTM D226, D1970, D4869 and D6757 shall bear a label indicating compliance to the standard designation and, if applicable, type classification indicated in Table R905.1.1. Underlayment shall be applied and attached in accordance with Table R905.1.1. ■ Exception: A reinforced synthetic underlayment that is approved as an alternate to underloyment complying with ASTM D226 Type II and having a minimum tear strength in accordance with ASTM D1970 or ASTM D4533 of 20 pounds shall be permitted. This underlayment shall be installed and attached in accordance with the underlayment attachment methods of Table R905.1.1 for the applicable roof covering and slope, except metal cap nails shall be required where the ultimate design wind speed, equals or exceeds 150 mph. — FLASHING R903.2 o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and shall be installed in a manner that prevents moisture from entering the wall and roof through joints in copings, through moisture permeable materials and at intersections with parapet walls and other penetrations through the roof plane. — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.3.8 VENTILATION Z ATTIC ACCESS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT VENTS ONLY PER R806.2 — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A GENERAL NOTES COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 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 VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS 'REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER THAN 30 SF o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF THE ROOF FRAMING MEMBERS o MIN. ATTIC ACCESS SIZE IS TO BE 22"x30" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE FIRE—RESISTANT CONSTRUCTION — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8' IN THICKNESS OR A 20—MIN. FIRE —RATED DOOR — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — %" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE CEILING WITHOUT HABITABLE ROOMS ABOVE — 5/8" GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE — %' GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS WINDOWS DOORS — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND MIN. 20" D o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED PATH WITHOUT GOING THROUGH A GARAGE o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES o MIN. HEIGHT 78" o FINISHED FLOOR SHALL BE MAX. 1 1/2" BELOW TOP OF THRESHOLD o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o FIXED AND OPERABLE PANELS IN DOORS ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION ■ GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. o WINDOWS ■ GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: • WHEN EXPOSED AREA IS OVER 9 SF • BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. • THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; ,AND • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SURFACE ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING o WET AREAS ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. ■ SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED NIL1I1111 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD INSULATION — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULA1ON ASSEMBLY DRYWALL — 1h" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS ACCESSIBILITY — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS REQUIREMENT. o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 POCKET DOOR SITE ADDRESS — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY GUARDS AND WINDOW FALL PROTECTION — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. — GUARDS SHALL BE MIN. 36" o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE OF THE STAIRS — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED CTA IDc — MIN. CLEAR WIDTH 36" o HANDRAILS SHALL NOT PROJECT MORE THAN 4 'h" ON EITHER SIDE OF THE STAIRWAY — MIN. HEADROOM 6'-8" — MAX. RISE 7-3/4" — MIN. TREAD DEPTH 10" — HANDRAILS o 34"-38" ABOVE SLOPE PLANE 0 HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE THAN FOUR RISERS 0 1 %"-2" GRIP SIZE OR GRASPABLE FINGER RECESS ELECTRICAL — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o IN EACH SLEEPING ROOM o OUTSIDE EACH SLEEPING ROOM o ON EACH ADDITIONAL STORY o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI CIRCUIT BREAKERS OR RECEPTACLES — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND SHALL BE LISTED AS TAMPER —RESISTANT — NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH —EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS co r� M 0 A� V� cz C) Nm� tPulteGroup- => 00 w 4� O a, N � 0 C�z o � W o W o � W RELEASE DATE: xx /xx /xxxx PROJECT TYPE Sinkle Family HIDE T10 Ptulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET GO.02 f IV LEGEND MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN OLELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" �C DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4:� 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 FIRST FLOOR PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-0" ON 11 x17 PAPER) 410 0�0 O ul) � O O 00 Acp% U� co 't1 cn N J0 *PulteGroup- cn PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHfM NUM 2811.500 SHEET A1.11 I ,-� FYPON COROG 8X6X4 OR APPROVED EQUAL II s1- II II CD CO o I I N 1 1,2 " 6, 4+ 4" CORBEL DTL SCNLE:1" =1'-0" TRIM DETAIL SCU-1/2" = r-0' E A 0 0 �oz +1"�_ 1" FRIEZE BANDING DTL SCALE:1/2' =1'-0" B 4" SILL DTL. SCAi.E: 1/2" =1'-0" C 4. u S SM IA 8, O. T.O. WDW ® o.4ZO-41. E711ooFE FE Q%IF-11 Ell 101 Ell 'LFL===j Q co o�oa�aaa 0,-0. LEII FD E10 FINISHFLOOR GARAGE DOOR 4" TRIM DETAIL SCALE 1/2" = 1'-0" D FRONT ELEVATION SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) \'i 0 O 00 A a, � N V RS 0 ab N � liPultoGroup- oo PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE A• 1 T TION Pi lte PLAN NAME Hi h ate NPC CHIM NU ER 2811.500 SHEET A2.01 v F PLAN SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) 8 -0 T.O. WDW O co ------------------------------- ------------------ , OPT. GRIDS PER OPT. 4' BANDING-/ --------------- COMMUNITY SPEC SIDE ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. Q. IN. 2485 357840 8.283 1192.800 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. OF VENTS SQ. FT. SQ. IN. LIN. FT. 3.313 477.120 4 4.970 715.680 116 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 8'-0' V T.O. WDW I o O) 00 SAND FINISHED STUCCOFINISH FLOOR --- ---; T.O. WDW co OPT. 4' BANDING OPT. GRIDS PER —O �► Og1N NTY SPEC REAR ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) I OPT. GRIDS PER `--------------' SAND FINISHED OPT. 4' BANDING COMMUNITY SPEC STUCCO I DE ELEVATI N SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) -------------- ; o -------------- 0 00 0 O O A� U 'TS cn N � *PulteGroup- w o 0 1 X 0 00 w °� \-o Cn 0 Q N W � -CA o C � W o ' PRODUCT MANAGER I RELEASE DATE: xx /xx /xxxx PROJECT TYPE I Sinele Family 111112111illigo Pulte PLAN NAME Highgate NPC CHn NU ER 2811.500 SHEET A2.02 3 v a 0 U U N W a 0 W 0 0 CV 0 N 0 U 0 .7 AlIi FIRST FLOOR'ELECTRICAL PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = t-O" ON 110 PAPER) BEDROOM 2 11 ELECTRICAL SYMBOLS B STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) Op STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/GFOSTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) $ f 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT �pc LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF 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 .> SO MOKE DETECTOR OEP ELECTRIC PANEL AFCSMOKE/CARBON ® E/CAPROTEBO SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO aS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT T THERMOSTAT -ePB PUSH BUTTON TELEVISION OUTLET SWITCH OUTLET GARBAGE DISPOSAL (cFa PROTECTED) CHIMES n DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TV MEDIA /SWP BOX f DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32' AFF MICROWAVE / RANGE HOOD 78' AFF BUILT-IN MICROWAVE 66' AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER 14 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 rf -L-t-If a ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP 2,H ELECTRIC METER IN NEMA PANEL LIM 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ELECTRICAL NOT TO SCALE IIIIIi- III IIII; — (I 1#4 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL RISER DIAGRAM ALTERNATE M Q 0 uo 00�0 A� U '.d N as mama *PulteGroup- 00 "o f~ U Q N U a � w o W => O O a, w x PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Familv SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET E1.11 I •9_,ti •01_I� •01_,� ' - - - - ---- , •�� ��Y• � L O1 ' O 1 I 1 , 1 1 \ - 1 1 1 I I 1 z 1 � ' , 1 W 1 1 r I 1 1 CD �r, " ------------------- 1 CD 1 0 1 i 1 1 '1 AI/VIVO 'Id0` ' 1 _ _ 1 1 1 1 n n 1 � 1 W' ' 8 Cc -------------------- ' I O 0 0 , c' J 0 0 l.� 0 0 a 0 U U 0 0 u- W 0 0 N 0 N U 0 141 O 000 \ ( O O li erg n Ido n Bv� n ido H m O J � Z 1 11 1 1 „ � U 1 II 1 1 11 1 'IdOr ' WE d- .DI-.z •01-,z O 'Id0 cl LLJ I FIRST FLOOR ELECTRICAL OPTIONS SCALE 1/4' = 1'-0' (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) OPT. Z W I:[t7 L � O F <^ �> CD -. CL CM / ----- O W m cr- W O LL 10j9 1dO --------------------------------- W' C'3 F 7 I X ; U ' N 11 1`. Ee Z LUi „ ,1 i 1\ 1 , I � 1 � 1 ` 1 1 1 i 1 , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 i 1 I I I 1 1 1 1 I 1 1 1 ' 1 1 ' , 1 1 ' 1 ' 1 ' 1 i 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' , 1 1 1 ` , 1 1 ` 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 1 , 1 1 ` 1 ` 1 ` 1 ` 1 ` 1 1 I 1 1 ` 1 ` , 1 , 1 1 1 ` 1 1 1 1 1 ' 1 ' 1 ` 1 ` 1 1 1 1 , I , 1 1 ` 1 ` 1 1 1 ` , I , 1 , 1 / 1 , 1 , 1 , 1 I 1 1 / 1 , 1 1 1 I 1 , 1 U ,u- 1 � 21-011 TYP. SPACING METAL STUD, TYP. 2'-0" TYP. SPACING END NAILS, TYP. L-2x4 WOOD BLOCKING INSIDE METAL L-WOOD BLOCKING STACKED BETWI TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS PLATE, TYP. TOP 0 STACKED 4, 2x6 WOOD STACKED — os'o? 9' BETWEEN BLOCKED 01od , 01 WOOD BLOCKING INSIDE BOTTOM PLATE TO TOP 00. FO % - 9090 1 1010 opl / / J% �0 �% % o�o LOCATION � 0 LOCATION %00, \/1ovo 0%I 0 - -- 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING I ELECTRICAL SYMBOLS b STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) q STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) s ff SWITCH, 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 =—c LIGHT FIXTURE - 48" FLUORESCENT \. : �> OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE v v PROVIDE FRAMING SUPPORT FOR FIXTURE QS SMOKE TOR OEP ELECTRIC PANEL (AFa PROTEctDETECED) ® SMOKE/CARBON Et METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFa PROTECTED) EMERGENCY LIGHT ® -OPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET giES ARBAGE DISPOSAL GFa PROTECTED) � Pn9 DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT G?O OPENER DATA/ MEDIA /SWP BOX It DATA TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78' AFF BUILT—IN MICROWAVE 66' AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER 14 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 I III III IIII ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS L _ I III III IIII i 111/4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O rMM� n' W W o� t� A� U 0 �: bb -2 cn c� 4-A N � *PulteGroup- O � cq-) 00 O � o � o � � PRODUCT MANAGER RELEASE DATE: XX /Xx /xxxx PROJECT TYPE SPECIFICATION LEVEL Nte PLAN NAME Hanover NPC CHILD NUMBER 2811.500 SHEET THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'—O" (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) Ell c! co 40 0000 o .o �r 0 "I Aul j V� �o 'i�, N � lItPulteGrou - 0 cn o cM 0 N � as P4 -,k 0 O co 9-4 o � � x � � PRODUCT MANAGER RELEASE PROJECT TYPE f1• 1 T SPECIFICATION LEVEL I Pi lte PLAN NAME lHighgate NPC CH NU ER 2811.500 SHEET pi'll `o C) N 0 N Oi N 0 A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 6th EDITION (2017). WHERE MORE STRINGENT CODES ARE ADOPTED, THEY SHALL GOVERN THE WORK. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWING 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. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE. 6. ALTERNATE NAIUNG: 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 1&0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-10 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE 'C' 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. 2. ALL ALL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8'. CONFORM TO ASTM D 1557. 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. 4. FOOTING BACKFlLL AND UTILITY TRENCH BACKFlLL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. 5. ABANDONED FOOTING, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6' AND SEALED. D. CONCRETE: 1. CONCRETE SHAH CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWING AND SPECIFICATIONS. 2. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL RAGS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK ALL - 2 INCHES CLEAR d. WWM USED IN R ABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER J OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MMUFACTURER'S SPECIFICATIONS 7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENING IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. 9. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. 10. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. 11. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1'. ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5' SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0' SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE )r TO 2 X IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL E. MASONRY WALL CONSTRUCTION: 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. 2. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH BE 1,900 psi ON THE NET AREA (rm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8' x 8' x 16', TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR V. 4. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWING, WITH FILLED CELLS FILLED WITH COURSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0' U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. 7. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. & ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 9. OVER ALL MASONRY OPENING IN WALLS PROVIDE UNTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. 10. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) 15 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK 14 20' 3' 10' #5 25' 3-3/4' 10' i6 34' 4-1/2' 11' 17 r-4f 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, WHOEVER IS GREATER. 4. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. 5. DOWELS BETWEEN FOOTING SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 6. DOWELS BETWEEN FOOTING 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' 64 in +/- 1/2' -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2' G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE NDS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER 016' O.C. FOR WALLS 9'-5' OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 2A SPF OR SP NUMBER 2 OR BETTER 016' O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS 0 24' O.C. MAX 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, (BADE AND PLY COUNT. b.) FOR 2A STUD WALL PROVIDE (1) 20 KING STUD AND (1) 2A TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH )f TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8' O.C. FOR EACH, U.NO. 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE 10. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12' O.C. UNLESS NOTED OTHERWISED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. 13. ALL FASTENING SHALL FOLLOW TABLE R602.3(1) U.N.O. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24' O.C. MAX UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16' (INCHES) O.C. MAX OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. AUGN 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. 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 IV LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3'x3'x0.229' PLATE WASHERS ARE ASTM/ASME 618.22.1. 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 TTEN HD'PER FL PRODUCT APPROVAL P5730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET-XP'PER FL PRODUCT APPROVAL V5730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL f 6230.1. SIMPSON 'AT-F' MAY BE SUBSTITUTED FOR SIMPSON 'SET-F' 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE: SIMPSON POWDER -ACTUATED FASTENERS'PER FL PRODUCT APPROVAL #15730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON TTEN SCREWS'PER FL PRODUCT APPOVAL 12355-R4. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SEPPER FL PRODUCT APPROVAL P5730.5. 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL 8. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND 4'EDGE DISTANCE b) 1/2' DIA. SIMPSON TTEN HD'W/ MIN. 31/4' EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON `TITEN HD'W/ MIN. 3 i/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2' DIA. F1554 GR. 36 ATR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 10. PLACE ANCHOR BOLTS AT 4' MIN AND 12' MAX FROM SIU. PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4' FROM CONCRETE EDGE, AND SPACED AT 24' O.C. MAX 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 13. BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING $5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A Y DIA. HOLE 6' DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36' LONG #5 REBAR WITH SIMPSON TYPE 'SET' EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S 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 FLOUR. DRILL HOLE AND INSTALL A 32' LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS. 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-Y FROM ANY EDGE FOR )' BOLTS AND 3 V FOR 9' AND V BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5' MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24' TO 16'). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM Vt 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' DIET 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 4A FOR BLOCK OVERHANGING THE SLAB BY >' OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN )C AND I )r, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 X, 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 -FARING WALLS (2-1/8-FOR A 2X4 STUD OR 3-5/16-FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4-4-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'r' SDS3 WITH (12)-1/4'x3'SDS SCREWS, WHERE '1-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 1TFROM THE EDGE OF THE PLATE THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS 2-ABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2-BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL 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, %' 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 PRODUCT WOULD NEED TO BE ATTACHED PER MANUFACTURER SPECIFICATIONS. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS THE KAYCAN VINYL SOFFIT IS INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY NTH R703.1 Roof Pressures Wall Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 14.8 -23.6 14.8 -41.0 14.8 -60.6 25.8 -27.9 25.8 -34.4 DESIGN PRESSURE CALCS Description Zone Width (ft) Height (ft) Effective Positive Pressure (psf) Negative Pressure (psf) Area (ft2) 16070 OHGD - 16 7 112 21.9 -24.4 3080 DOOR 4 3 8 24.0 24.4 -26.6 6080 SGD 5 6 8 48.0 23.2 -29.2 4010 FIXED 4 4 1 4.0 25.8 -27.9 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 36.0 23.8 -30.5 25SH (3) 4 9 5.25 47.3 23.2 -25.4 DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS ABBREVIATIONS: A. PLYWD = PLYWOOD B. OSB = ORIENTED STRAND BOARD C. NAILING: C.A. 8d = COMMON NAIL C.B. 10d = COMMON NAIL C.C. 12d = COMMON NAIL C.D. 16d = 0.135' x 3 1/2' GUN NAIL C.E. EN = EDGE NAILING C.F. FN = FIELD NAILING C.G. SN = SIDE NAILING C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION J. MAX = MAXIMUM K. MIN = MINIMUM L O.C. = ON CENTER M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 0. TYP = TYPICAL P. U.N.O. = UNLESS NOTED OTHERWISE Q. I.L.O. = IN LIEU OF R. w/ = WITH S. WD = WOOD T. EE = EACH END U. HDR = HEADER V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. ATR = ALL THREADED ROD Z. S.C. = SAW CUTS AA. C.J. = CONTRACTION JOINT AB. DEN = DOUBLE EDGE NAILING AC. COL = COLUMN AD. REIN = REINFORCEMENT AE. PLT = PLATE AF. CANT. = CANTILEVER AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER 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 10/22/20 DATE \\\\111li!l���f STATE a N CV c� 0 U 'n co 45 00 � O 0 U) a �O IT A� M U cz N � *PulteGroup- c PRODUCT MANAGER RELEASE DATE: xx xx xxxx KW PROJECT TYPE Single Famfl SPECIFICATION LEVEL Nte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET Sol (1) #5 REBAR w/ 25' LAP U.N.O. CMU COL. PER 8' C.M.U. FINISH PER ELEV. PLAN -0'-O" i PAVERS OR SLAB PER SLOPE FINISH GRADE SPEC. co oil: i MONOLITHIC FOUND. o CONCRETE FOOTING ^; ' PER PLAN W/ (2) ,J4 DIA. RODS . -"i":. CONT. ON CHAIRS 9' STARTER COURSE ' ~ . 1-4' 0 2 ST Y ALT. CMU SEAT 0 -lV PER PLAN -0� EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB n MASONRY WALL CORNER ON SPREAD FT SCALE: 1/1'=1'-0 3/4' RECESS IN SLAB - FINISH FLOOR SCALE: 1/2'=1'-0 8' C.M.U. WALL FINISH 3/ 4 RECESS IN SLAB PER ELEVATION FINISH FLOOR SLOPE MONOLITHIC FOUND. w/(2) ,#4 DIA. RODS RUNT (TN MAIRe, �,-D» 1'-4' 0 2 STORY GARAGE DOOR RECESSED SILL SCALE: 1/2'=1'-o RECESS WITH PAVERS 2x AT 24'O.C. MAX 2x P.T. PLATE SECURED TO SUB ■/ Y POWDER AMA11D FASTENERS OR TAIM 016' aC. OR (2) ROWS 12a 1/2' G.W.B. EA. SIDE GUN NALS 0 It QC. STEP PER PLAN SLOPE �-.�.� '� j. 1. -f. •• R r ca 4 ,T'V-0' 6 112' (1) ,#4 ROD CONT. ON CHAIRS UNO STEP CONDMON THICKENED SLAB @ GARAGE (NON -BEARING) SCALE: 1 /2"=1'-0 8' C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATNG PIPE MONOUTHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS PVC SLEEVE 1'-4' 01 STORY _ BEARING PENETRATION DETAIL SCALE:%Y=1'-0 '-4' 0 2 STORY RECESS NTH SLAB —#R5 REBAR w/25' MIN LAP w o z 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/ 3' POW ACTUATED FASTENERS OR TAPM 016' at OR (2) RM 12d GUN NALS 0 It O.C. START SLOPE HERE 2» SLOPE FLUSH CONDITION PENETRATING PVC SLEEVE SCALE 1/2'=1'-0 CMU COL. PLAN W -0'-0» CONCRETE FOOTING PER PLAN PER PLAN MASONRY WALL CORNER ON SPREAD FTG. 15 REBAR w/25' MIN LAP IF m C.0 z (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS POURED CURB FINISH GRADE z —MONOLITHIC FOUND. w/(2) #4 DIA. RODS )u CONT. ON CHAIRS 1'-4' 0 2 STORY EXT. MASONRY WALL @ GARAGE SCALE. 1/2'=1'-0 sCAtE 1/2'=1'-0 2-1/2' 0 IMPACT GROUT BED D000ORR DOOR PER SPEC PAVERS PER SPEC z a PAVERS PER (THICKNESS VARIES) DOOR THRESHOLD Ckl- SPEC (THICKNESS a VARIES) SLOPE —� SL OPE 7 ' PER PLAN CIO 00 1-0 MONOLITHIC FOUND. MONOLITHIC FOUND. 1 tr -0 1'-44` 0 2-STORY w/(2) 4 DIA. RODS CONT. ON CHAIRS w/(2) 14 DIA. RODS . . 1-4 0 2-STORY CONT. ON CHAIRS EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers► SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 (1) 14 ROD CONT. ON 2x AT 24'O.C. MAX CHAIRS TYPICAL 3 1/2' CONC. FINISH GRADE SLAB 1/2' G.W.B. EA. SIDE. SLOPE 8' C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS THICKENED SLAB EDGE SCALE: 1/Y=1'-0 (1) 14 REINFORCMENT 4' SEE FOUNDATION PLAN 4 BAR CONT. CONIC. PER SCHEDULE w xL SLOPE TO DRAIN �:r •. SHOWER RECESS SCALE: 1 /2'=1'-0 12' SQUARE C.M.. ' COL PER PLAN co w (2) 15 REBAR w/ 257 LAP MDR. 0 EACH FILLED CELL '-O' SLOPE PAVERS OR SLAB PER SPEC. CONIC. FOOTING PER PLAN PER PLAN Fo30 MASONRY COL ON SPREAD FTG. SCALE: 1/2'=1'-0 wm DOOR PER SPEC r1eli DOOR THRESHOLD PER PLAN 'dK1 1 Iff-ALT. BRICK ER PLAL - III'MONOLITHIC FOUND. - - RODS _w 1CONT. h. RIOR DOOR 1 PAVERS TYP. (1) 14 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE: 1/2'=1'-0 CORNER BAR WITH 25' VERTICAL DOWEL ' : �+ ' .� s MIN. LAP SPLICE EACH AS REp'D IN PLAN '` ; SIDE SAME SIZE AS ' CONT. FOOTING STEEL ALTERNATE TO CORNER r-'?:.:; :: ' f s . NUMBER OF CORNER SPLICE: PROVIDE CONT. '' ��•'`�'`"' • � -- �,^�.`;�' : �: BARS EWAI.S NUMBER STEEL RFINF. BARS BENT OF CONT BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE BUILDING CODE NUMBER OF REBAR 25' MIN. PER PLAN LAP SPLICE 2 REINF. PLACEMENT AT FTG. CORNERS SCALE: 1/2'=1'-0 C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 o+ 3 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA o IN BENJAMIN NIESE, PE 7i P.E. # 86026 FLORIDA 10/22/20 0 DATE,`L►111111i// ! U o .8 �O E OF �►� Al. E �� p 0 N 0 U O � 00 O 0 VJ � O A o, N U� / •O bb r" i N 0 *PulteGroup- All v rig o O OO Cn 60 ` D p N E•—I � Q C c � o as O PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET S1.0 Lkllll�IYle 1. - -- 1 - 00 I sf- ca I d- I d- I FOUNDATION PLAN an'—n" 30'-O" 1O'-O" 3'-11/2" 8' 7'-0" 8' 4'-51/2" 8° 10'-2" 8" L, 2'-7" 9'-0" '-0 24"x24 A2" CONC. FTG. w/ VERIFY M.O. VERIFY M.O. #4 BARS 6" O.C. EA WAY -_- 1 _-_ ------ F r----------- --------- ------------------ ------------------ ---------------------- --------------------------------- ; w/ OPT. ---T-- SCREEN o a ENCLOSURE ; • I F01 S1.0 F01 ._. F11 ; � S1.0 , • S1.0 1 1 co N 1'-2 1 /2" ; 1 I ' ' 6'-8" 2'-111/2• 1 `ID ' N VERIFY M.O. I CJ ; • • • • ----------- I I i 1 L---------------------------- I I 1 e CID I I I 1 I C) 1 I I 1 cJ • 3'-0 1/2" 1 1 F07 1 S1.0 I I I 1 I I 1 , , I 1 1 1 1 . 1 �1 Lo 1 , 1 , i ; I ' • 1 1 , 1 ' t ' 1 � 1 F26 CJ ' I S1.0 " ' ; b I 1 � , I , I 1 1 O 1 i ' ' ' I I 1 1 1 1 1 ' ' ' ' • 1 I 1 1 1 I 1 1 1 1 1 1 1 1 F01 ' ' ' ' ' ' ' ' CJ CJ ' _ F01 .. 1 1 1 1 ' ' ' REFER TO ARCHITECTURE FOR F08 • 1 ACTUAL WALL LOCATION S1.0 ' • I 1 1 I I � 1 r---------------------------------- ----- - ----- '---------- --- - -, --------- I CJ ' SLOPE STARTS I 1 HERE 1 1 1 I I 1 ; I I I 1 1 1 1 1 I 1 1 20'-1 ° 1 _ FO8 I 1 ' I • I ' ' 1 v s o 1 73, , S1.0 I I I ' CJ '� I 1 F04OF1 o I 1 I � � ' • I I 1 ' 1 000 I N 1 1 I 1 1 1 I F07 s1.0 1 1 I ' � I • CJ F04 S1.0 ; 5 RIFY N M.O. M ' 51 '-4 3' • ; CJ ; F01 S1.0 • 1 ' EF01 1 ' � � 1 1 • 1 ; 1 F0� s, 1 • • :- W 'd- J • `---r- -------------------------- ; --------------' • ^' • • • • • VERIFY M.O. I ' 1 , I ' I 1 � I I I 1 , I I •.. ... VERIFY M.O. 1'-9" �8` 16'-8" [8- 1'-9" 4'-3" 2'-111/2" 8' It 7'-0" 8" 2'-111/2" 21'-6" It 14'-3" 6 ::g o Wl co I cio 00 I LEGEND SYMBOLS 0 8x8 FILLED CELL W/ 15 REBAR • 2 8x8 FILLED CELL W/ (2)#'5 REBAR 0 INSIDE FACE 0 8x8 FILLED CELL W/ NO REBAR REQUIRED <0 45' CMU - FILL CELLS W/ 15 REBAR an 12xl2 FILLED CELL W/ (4)-15 REBAR ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS Y RELATIVE TO FINISH FLOOR DATUM = 0'-0` DETAIL INDICATOR XX FLOOR SLAB NOTES: 3 1/2' Z500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6' AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN 'L' SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36' (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12' (305mm) APART, WITH THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS C.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 10/22/20 DATE�ottlillil/l t i 00 r STATE OF �fV ?'5 cl- O CV RE a 0 U 0 /C 00 45 0 VJ � O A� J.J O� � U M 0 bb r-4 cz N � ArPulteGroup- in N v 0 b'� 00 w plc O N C/� O as A U PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHO NU ER 2811.500 SHEET sil 3 N N 0 0 U CD O N C 0 el a SCALE: 1 /4°=l'-0" 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. 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 ALi LINTELS 28' OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED QUANTITY OF REBAR AT 15 BOTTOM OF LINTEL CAVITY B/1 T LQUANTITY OF #5 REBAR AT TOP rNom16-1 OMINAL HEIGHT INAL WIDTH /5 REBAR AT TOP MIN. (1) REQ'D zo 1-1/2' CLEAR CMU �Z GROUT z •- 15 REBAR AT BOTTOM OF LINTEL CAVITY L 7-5/8�l BOTTOM NOW ORCING ACTUAL PROVIDED IN UNTEL (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 SRE IIEADER REMARKS LIP TO 3'-47 DOUBLE 2x6 ------- S-5' - 6'-0' DOUBLE 2x8 ------- 6'-1' - 8'-6' DOUBLE 240 2 JACK STUn EACH END. s -r - 11-6' DOUBLE 2x12 2 JACK STUDS, EACH END. #5 REBAR IN VERTICAL GROUT FILLED CELL ROUGH OPENING i BELOW PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAIL w KU d MITER LINTELS BY FIELD CUTTING #5 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL #5 BAR AS SHOWN COLUMN BELOW C.O.A.# ARCHITECTURE: AA26002802 C.O.A•# ENGINEERING: 29349 11 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/22/20 DATE \Willil/w . ti A STATE01 a CV O N c� 0 U ;, M�•oc � -0 00 O VJ O O 00 A� � M N U cz �o 0 r \•••� RY ct N as *PulteGroup- PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE n• 1 T SPECIFICATION LEVEL I Pt lte PLAN NAME Hi h ate NPC CHIM NU ER 2811.500 SHEET S2.1 v+ 3 0 GV 0 ;v .n v 0 U 0 fV N 0) 0 0 0 a GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL i ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 - APA RATED SHEATHING. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2)V MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAMANGS. & PROMDE 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) SDWC15600 MAY BE USED ON JACK TRUSSES. I THESE PUNS ARE ENGMIEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED VTHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND LTR DETAIL INDICATOR SHf 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: AA260028M G.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/22/20 DATE 11111f{t 7� OF JAL,` >> a. cV x cD 0 U O O o ctM) 00 VJ � O O 00 A� CN ^� M V H c� N � ArPulteGroup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX inale F III[1;211IxT11 PLAN NAME Highgate NPC CHf1D NUMBER 2811.500 SHEET S3.1 • CONTINUOUS STRUCTURAL SHEATHING TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING DETAIL AT RAISED HEEL SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. TRUSS ANCHOR PER PLAN -,- FASCIA SEE ARCH. DRAWINGS BOND BEAM PER PLAN R01 5 2x BLOCKING AT o SHEATHING EDGES te NOTE: STRUCTURAL SHEATHING CONTINUOUS REFER TO ARCHITECTURAL AT TRUSS HEEL, w/ SHEATHING EDGE DRAWINGS AND/ OR TRUSS NAILING REQUIRED. MANUFACTURER DRAWINGS FOR FRAMING PER PLAN SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL WHEN 9-1/4' <'D' < 15-1/4':� HEIGHTS, SLOPE, OVERHANGS). SOLID 2x BLOCKING BETWEEN TRUSSES ATTACHED TO TOP a PLATES w/ 8d NAILS 0 6' O.C. ALONG LENGTH OF BRACED w N in 1 WALL PANELS '1OOF TRUSS ON MASONRY 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 20 'L' BACK. 2. AT VERTICALS OVER 6'-6' TO 8'-4' USE (2) 20 'L' BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4' TO 13'-0" USE ONE 20 'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 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. PER PLAN 2x BLOCKING BETWEEN TRUSSES w/ (3) 8d INTO SUPPORT 0 EA END TO ADJACENT TRUSS OR TO TOP PLATES SHEATHING PER PLAN TRUSS SCREW THRU OCATION OF BRACING AT TOP PLATES TO TRUSS VAULTED TRUSS. DETAIL AT RAISED HEEL TRUSS SCREW O 0 NOTE: PER PLAN CONTINUOUS BRACING TRUSS MANUF. REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). FRAMING PER PLAN 1QTRUSS SCREW THRU TOP PLATES TO TRUSS (D TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL R02 ROOF TRUSS ON FRAME 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK STRUCTURAL SHEATHING PER PLAN FROM GABLE TRUSS. 20 LADDER FRAMING AT 24" O.C. REQ'D AT WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE OVERHANGS GREATER THAN 121. ATTACH TO TRUSS SIDE OF BLOCKING. TOP CHORD w/ (2)-16d NAILS AT 24' O.C. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. D APPROX. 45-DEG ANGLE SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2' (ONE ON EACH SIDE 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' STRUCTURAL SHEATHING ('EMI U I ANCHOR BOLTS AT 4'-0' O.C. MAX. w/2'x2' PL. SEE PLAN FOR ATTACHMENT C+ WASHERS AND 7" EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED TRUSS w/ 12d's AT a O.C. � CONDITION, SEE PLAN AND DETAIL AT VAULTED / CONT. 2x4 20 NAILED FLAT TO TOP OF BRACE ('T' 2x6 NAILED CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN ®TOP STRUCTURAL NAILS 0 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48' MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING % BRACE SPLICE SHOWN \ PER PLAN \ 2x4 BLOCKING AT 48" O.C. 3 TRUSS BAYS FRAMING 2x6 NAILED 0 BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R 0 9 GABLE�E �DT RUS�SB RACJNG0!�tlL (8) 10d NAILS EACH ENGINEERED WOOD ROOF TRUSS AT 24' O.C. MAX. CMU WALL o � cn (4) 1/4' 0 c 2-1/4' MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 (OR APPROVED EQUAL) CONDTIONS OF USE- AT EACH N 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED AVE (5) CONSECUTIVE LOCATIONS. LOCATION.MISSED o 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. 04 04 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS STRAP REPAIR R13 (TYPICAL CMU WALL CONNECTION) CONT. 20 w/ (2) 12d NAILS STRUCTURAL SHEATHING PRE-ENGINEERED WOOD 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 wA3) 8d 0 EA. OUTLOOKER VALLEY SET TRUSSES \ AT 24" O.C. ROOF SHEATHING PER PLAN MIN. 9' LONG 20 GA. FLAT STRAP w/ (8) 10d SHEATHING PER —OR— PLAN. I` 20 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. VALLEY SET OVER FRAME 11vv ►M 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. TRUSSES AT 2'-0' O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. TRUSS ANCHOR 3 1. AT VERTICALS 3'-6' TO 6'-6' USE ONE SEE CONN. CHART 20 "L" BACK. BOND BEAM PER P 2. AT VERTICALS OVER 6'-6' TO 8'-4" USE (2) 20 'L' BACKS (1 EA. SIDE) (OR FASCIA 2x SHTG. FRAME PER CASE 3 BELOW). SEE ARCH. BLOCKING DRAWINGS 3. AT VERTICALS OVER 8'-4' TO 13'-0' 8' CMU WALL OR USE ONE 2x4 'L' BACK AND AN UNTIL, SEE PLAN SHEATHING PER ADDITIONAL DIAGONAL BRACE IS REQUIRED FOR REINFORCEMENT PPE 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 BLOCKING BELOW THE ROOF SHEATHING w/ COMMON NAILS TO BLOCKING AND 'L' , (THE 12d'sAMON TO TO THE BACK. UNLESS NOTED DIAGONAL, ANSIRONGBACK IS / OTHERWISE ON PLANS, PROVIDE ALSO REQUIRED AT THESE VERTICALS AND ONE BRACE AT THE PEAK AND THE MUST BE ATTACHED TO EACH 'L' BACK I REMAINDER AT 48' O.C. DIAGONALS WITH 12d's AND ONE SIMPSON H2.5A OVER 8'-0' MUST HAVE AN OR ONE LISP RT5 CONNECTOR. TRUSS ANCHOR ADDITIONAL 'I' BRACE ATTACHED 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. WOOD DUTCH�Hjp GABLE�TRU�SSBRACINGD ETAIL R09B "X' = 10% "X" = 10% 'X' = 10% OF HOUSE WIDTH HOUSE WIDTH HOUSE WIDTH 3 ' tLf c x x O /7 x 0 O O 3 1 2 J x x � / I 2 c O x x C O RIDGE X RIDGE RIDGE 0 GABLE END Ot GABLE END —� �J x x BOSTON HIP X 3 GABLE X HIPdf 3 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' = 107. HOUSE WIDTH "X" 'X' TILEOR OSB SPAN RATED PLYWOOD 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 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. — OR — — GABLE TRUSS PER PLAN 2x4 BETWEEN EA. OUTLOOKER wA2) 10d TOENAILS _ :DIMENT BLOCKING @ GABLE VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN SHEATHING PER —OR— PLAN. (1) SOWC15600 TRUSS SCREW TO EVERY TRUSS BELOW PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24' O.C. SHEATHING PER PLAN. GABLE TRUSS PER PLAN SHEATHING PER ARCH - 1x4 FURRING AT INSTALLED PER MANUF. MAX. 16' O.C. w/ (3)10d AT EA TRUSS sot EXTERIOR CEILING FURRING ��j SCALE N.T.S. VALLEY SET TRUSSES AT 2e O.C. RO( SHEATHING PER PLAN SHEATHING PER ---,----,-_- - -------_ ,PLAN. 20 PURUN 0 EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN w/ 10d GUN NAIL 0 8' O.C. 2x4 LADDER FRAMING AT 24' O.C. REOD AT STRUCTURAL OVERHANGS GREATER THAN 12". ATTACH TO TRUSS SHEATHING SEE PLAN TOP CHORD w/ (2)-16d NAILS AT 24' O.C. FOR ATTACHMENT CONT. 2x6 w/ (2) 12d NAILS —� PRE ENGINEERED STRUCTURAL SHEATHING PER PLAN TRUSSES AT 24' O.C. 2x BLOCKING BETWEEN EA TRUSS MEMBER OR TRUSS WEB. 20 BLOCKING AT 2'-O' O.C. w/ (2) 12d TOE NAILS _ 2x LEDGER w/2-10d 0 EA. EACH END TO TRUSS CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAONG 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 FOR VERT. RETNF. WALL TO BOTT. OF BLOCKING R07 WALOB RACING AT NO-BEARIiGEXTERIORAW ALL STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24' O.C. a 0 0 N c? 9E 0 U TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN SHEATHING AND SCHEDULE PER PLAN no RWALL BRACING AT BEARING WALL 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. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 327 MAX. SPACING IF LENGTH IS LESS THAN 4'-0' USE 2x4 'L' BACK, IF LENGTH IS GREATER THEN 4'-0' USE (2) 20 'L' BACKS. NAIL 'L' BACKS w/12d 012'O.C.(NOTCHED 0 TOP w/2-12d TOENAILS 'I! BACK -EXTEND 6' PAST LOWER ROOF SHEATHING SHEATHING PER PIANJ R09C PARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING TYPE A 8" LINTEL 8" TYPE B 8" TYPE C 12" TYPE B 12" TYPE C 14" TYPE B** 14" TYPE C** 16" TYPE B 16" TYPE C 20" TYPE B 20" TYPE C 24" TYPE B 24" TYPE C 28" TYPE B 28" TYPE C 32" TYPE B 32" TYPE C 2' 10" 1' 6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 1 4605 5206 6113 7547 8974 10000 10000 3' 6" 2'2" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 N 0" 2'8" 1783 2561 2751 3280 3820 4890 5961 7034 8107 2561 4605 5206 6113 7547 8974 10000 10000 4' 6" 3'2" 1343 1969 2110 2992 2931 3756 4576 5400 6224 1969 4375 5206 6113 7019 8672 10000 10000 4! 8" 3'4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 5'4" 4'0 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5'10" 4-6" 860 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 G 6" 52" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 7'6" 62" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 8! 4" T 0•' 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9'4" 8. al 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 9-2-1 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 11'4" 1010.. 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 16M 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 12'6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2883 13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14' 0" 12' 8" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14' 8" 13' 4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 1514" 14'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 17'4" 16'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 1-9-4"18'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 420* N/A 750* 960* 1177* 1415* 1676* 20'0" 18'8" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 340* N/A 598* 845* 1114* 1345* 1468* *PRESTRESSED ** 8" W/2" RECESS U-LINTELS Type A = Unfilled no Rebar, T e B = Continuous Grout Steel perPlan in Bond BeamOnly;Type C = Continous Grout, Steel perplan in Band Beam & Lintel C.O.A.# ARCHITECTURE: AA260028M C M o � O �4 A� Q) CT U 0 "al •O � wcn N �on MEN *PulteGroup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX r .a C.O.A.# ENGINEERING: PROJECT TYPE 49 Single Famil O C1 THOMAS A. WESER, PE r,4�; P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86026 FLORIDA 10/22/20 l t11te DATE PLAN NAME Highgate NPC CH NU ER ` No. 2811.500 ' e Tare OF : �. SHEET 01/ �l S41 QNAt 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 F7/16' SHEATHING 8d 3' O.C. 3' O.C. W O.C. EDGES SINGLE NAIL EDGE SPACING 1/2 S ° DOUBLE NAIL EDGE SPACIN( -'--2x4 BLOCKING NAILINGSHEATHING SPLICE -SAME THICKNESS AND STUD SPACING PER PLA STRUCTURAL SHEATHINGJ PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL TOP PLATE CONNECTOR: (2) SDWC15600 SCREWS 0 EA STUD DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STU[ 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. :ATHING PER PLAN TOM PLATE CONNECTOR: I SDWC15450 SCREWS ® EA STUD `— REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL w/UPLIFT STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. 12 PER ELEV. L1 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 INSULATION AS PER SPECS. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. ROOF SHINGLE (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS REFER TO PLAN 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 OlL0'-O" ---FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W31 IY�.-STORY WALL SECTION 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 INT FINISH WOOD BUCK ATTACHMENT: 1x WOOD lz CUSTOM PT BUCK TO MASONRY. MATCH FRAME WIDTH, ATTACH w/'T' 1X PT BUCK NAILS 04" FROM ENDS AND 12" O.C. REMAINDER. ATTACH WINDO THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL II II II II II II II II II II II II =Ll=JL_ NOTE: FOR EXTERIOR BEARING WALLS ONLY MTS16 FROM EA. TRUSS TO HDR. — EDGE NAIL SHEATHING PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. STRAPPING AT INTERIOR PROVIDE 48' LAP SPLICE w/ (3) 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. ADDITIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS REQUIREMENTS PER PLAN. (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM AT 3' O.C. ALL AROUND HEADER OPENING CONNECT WALLS PER W10 DETAIL 0— INTERIOR NON -SHEATHED WALLS DOUBLE SILL AS REQ. FOR 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 ►n►na),TYPICAL FRAMED BEARING WALL EXTERIOR CONC.WALL TTACH WINDOW PER AL I LKNA I L: ATTACA PRODUCT 2x_ OR GREATER BUCK TO MASONRY FLORIDAPPROVAL BUILT—UP THICKNESS <2 1/4" TRAq�INSTALI AND SILICONE SEALANT = 1/4"00' TAPCONS 04' FROM ENDS MANUFACTURERS FINISH PER ELEAVATION AND 12" O.C. REMAINDER. _ SPE 1IONS. w/1 1/4' EMBEDMENT W14IYPICAOWINDOW ATTACHMENT DETAIL — — E INT FINISH WOOD BUCK ATTACHMENT' 1x WOOD 2x_ OR GREATER BUCK TO MASONRY BUILT—UP THICKNESS <2 1/4' 2x PT BUCK = 1/4"00' TAPCONS V FROM ENDS AND 12" O.C. REMAINDER. w/l 1/4' EMBEDMENT ALTERNATE: ACH DOOR PER RIDA PRODUCT 'ROVAL Y MOULD SH PER ELEAVATION ,��TYPICAL DOOR ATTACHMENT DETAIL EBAR, CONT. IN BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. EBAR VERTICAL IN I FILLED CELLS, PLAN). EBAR VERTICAL ED 25' MIN. U.N.O. CLEAN OUT AT ALL D CELLS. FOUNDATION PLAN DETAILS FOR FOOTING 'ORCING. TYPICAL FILLED CELL DETAIL W19 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 MUTTER ATTACHMENT EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3" O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT - —EL - - II II II II II II II II II II II II =L1_JL NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING `.' AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR A.` 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 f .°e 2x ANGLE AS REQUIRED w/ (2) 10d TOE NAILS AT EACH END. 2x6 MW BUCK ANCHORED TO CMU w/ 1/rx6' 'L' BOLTS OR 5/8'x6' SIMPSON TITEN HO'S w/ 2' WASHERS AT 24' O.C. & STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN WITHIN 6' of TOP AND BOTTOM. OR (2) Rows OF 1/43' WINDOWS AND DOORS AND AT ENTRIES WITHOUT MASONRY SCREWS o 12*o.c. STAGGER Rows s' BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN FRAME M BUCK MASONRY BARREL FRAMING IS USED. 0"-16" MAX. GAP 2x4 FILL w/ 2" MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. EXTERIOR CONC.WALI .: lx P.T. SHIM 1/4' DRIVE-IN ANCHOR .= d . • : NOTES: ALTERNATE ARCH TOP a MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. GARAGE DOOR AND '��• �. � ,. .• TRACK, INSTALLED PER : •' - MANUFACTURERS .1 •n.., IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE 'TYPICAL SPECIFICATIONS WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLAl10N — — DETAIL. 171/f x 2 1/4' HILTI SLEEVE ANCHOR OR EQUAL MIN. 1 1/2' EMBED INTO MASONRY. (1) PER BRACKET WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP FRAME M MASONRY PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. W16 �YPICAL GARAGE DOOR ATTACHMENT DETAIL ARCH FRAMING DETAIL W13 Lm stun omm PER nm J; sus SCREW o 16' ac. — STAGGM EAM SUE OF PosT (RE um N /• ac. ND COLM PER PLAN ma SPAm) 1-PLY: )C x 5' SDS SaM 5-PLY: JC x 6' SDS SCREWS 6-PLY: Ji x 6' SDS SUM 7-PLY: )C x I' SDS SCREWS 06 OR EQUV. (TOP, om AND BOTm) )d MU 0 I. O.C. PLI (2)10d NAIS o 8' aQ (EACH PLI PRYARY YEMOD ALIERNAIE METHOD STUD PACK DETAIL FOR (4) PLY OR YORE STUD COLUMNS #) REBAR w/ A.C.I. STANDARD HOOK AT TOP. LAP PER GENERAL NOTES. --A BOND BEAM TOP COURSE LINTEL OVER OPENING - r 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 G.O.A.# ARCHITECTURE: AA26002= C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 732422 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/22/20 DATE ' O. 25 �.� . •tiIt �� ``� a 0 0 N 95 c� o U Mc�/� 00 •� O o A� 45 U cn 'd N as *PulteGroup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE SPECIFICATION LEVEL Pulte PLAN NAME Hi h ate NPC CHO NU ER 2811.500 SHEET Aft�sAn ka o°4�