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HomeMy WebLinkAbout36805 Highland Meadows CtI A,L�. 'AfORK SHAl CON/IPL Y `NITH PREVAILING A � 11E,e',r',`­� AN ,p n, ORDINANCES6 I TF7 2 021 1 L REVIEW�b 'I . 1 CITY PLAN TM 1pulteGroul, P APPLICABLE CODES WIDTH DEPTH SHEET LISTTABLE - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE M EDITION (2020) RESIDENTIAL -2017 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB 40'-0" 70 - 0, LOT SPECIFIC AREA TABLE Seeht Number Sheet Title Description TOTAL GO-01 Cover Sheet G0.02 General Notes :CONDITIONED SPACE CMU-BASE PLAN 1850 SF Al .11 A2.01 1 st Floor Plan Front Elevation & Details Side & Rear Elevations & Roof Plan 1850 SFA2.02 NON -CONDITIONED SPACE El .11 1st Floor Electrical Plan CMU-COVERED LANAI EXT. 154 SF El .12 1st Floor Electrical Options CMU-FRONT PORCH (FM2 OR CO2) W/ 4-FT GARAGE 70 SF P1 .1 1 1st Floor Plumbing Plan CMU-GARAGE EXT. 524 SF SO. 1 Cover Sheet 748 SFS1-O S1.1 S2.1 Foundation Details Foundation Plan Wall Base Plan 2598 SF 53.1 Framing Plan S4.1 Roof Details S4.2 Wall Details S4.2.1 Wall Details CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 Configuration Choices Highgate First Floor Plate Height Choices 9 , —4" Plate Height Elevation Choices Florida Mediterranean (FM2)4B Kitchen Layout Choices Built—in Kitchen Layout 4 Laundry Layout Choices Laundry Room Layout 3 (built—in Sink and Upper Cabinets) Exterior First Floor Wall Choices CMU Exterior Wall Additional Hose Bib Location Rear Foyer Entry Door Swing Choices Door Swing In Garage Extension Choices 4' Extension Garage Handing Garage Right Garage Water Heater Choices Electric Water Heater Garage to House Entry Choices Stepped Entry Garage Type Choices 2—Car Front Load Owner's Bath Layout Choices Layout 2 Recessed Shower w/Seat Owner's Suite Ceiling Choices Tray Ceiling LOT SPECIFIED PLAN INFORMATION Rear Living Area Kitchen Choices Outdoor Kitchen Covered Lanai Extended Covered Lanai Customer Name * Market Home *, 6871-01401 Bath 2 Shower Choices Tub/Shower Combination Gathering Room Ceiling Choices Tray Ceiling Address Wind Speed Choices Wind Speed 140 36803 HIGHLAND MEADOWS COURT High Velocity Hurricane Zone Choices Non High Velocity Hurricane Zone ZEPHRYHILLS JFL 133542 -Community 6871 JOAKS OFPASCO 6871-01401 c:> M� C? (U o C:> 00 Cn ­4 PQ A& llbulteGroup- O tzr 0C> O 7:$ a$ Cz U-) ,2 M C:> 0 xp C-.0 M*.0 I U PRODUCT MANAGER RELEASE nATr. VV /vv wvvv PROJECT TYPE SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHI M NU ER 2811.500 SHEET G0.01 GENERAL NOTES GENERAL NOTES VENTILATION / ATTIC ACCESS — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — DO NOT SCALE DRAWINGS —MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES VENTS ONLY PER R806.2 — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 DRYWALL — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC — %" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS TERMITE PROTECTION LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING ACCESSIBILITY — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE VENTILATIONSHALL BE OBTAINED THROUGH SOFFIT VENTS — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR TM c-.. 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 SHOWERTREATMENT THAN 30 SF o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS — INSPECTION FOR TERMITES o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF REQUIREMENT. o PROVIDE 6' CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS THE ROOF FRAMING MEMBERS o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES o MIN. ATTIC ACCESS SIZE IS TO BE 22"x3O" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC POCKET DOOR SPACE SITE ADDRESS FIRE—RESISTANT CONSTRUCTION — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY EXTERIOR THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR — WATER RESISTANCE A 20—MIN. FIRE —RATED DOOR GUARDS AND WINDOW FALL PROTECTION o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS 24 WITHIN GRADE " HORIZONTALLY OR A.F.F. ( ) DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — " GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE 1h"OF —GUARDS SHALL BE MIN. 36" CEILING WITHOUT HABITABLE ROOMS ABOVE ■ THIS IS NOT REQUIRED OVER CMU o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE — 5/8" TYPE X GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE OF THE STAIRS — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER — 1h" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE R703.4 — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED — EXTERIOR PLASTER — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 OR ASTM SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS STAIRS C1787 AND R703.7 — MIN. CLEAR WIDTH 36" — LATH WINDOWS/DOORS o HANDRAILS SHALL NOT PROJECT MORE THAN 4 X" 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), o 34"-38" ABOVE SLOPE PLANE corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 % o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED THAN FOUR RISERS with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 PATH WITHOUT GOING THROUGH A GARAGE 0 1 %"-2" GRIP SIZE OR GRASPABLE FINGER RECESS inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. o MIN. HEIGHT 78" ELECTRICAL — SIDING o FINISHED FLOOR SHALL BE MAX. 1 1/2" BELOW TOP OF THRESHOLD — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS o IN EACH SLEEPING ROOM — MASONRY — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 O OUTSIDE EACH SLEEPING ROOM o BRICK IS TO BE INSTALLED PER R703.8 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o ON EACH ADDITIONAL STORY o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 o FIXED AND OPERABLE PANELS IN DOORS o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR ■ GLAZING WITHIN 24' OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED SHOWER ROOFING POSITION — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER — UNDERLAYMENT R905.1.1 underlayment for asphalt, metal, mineral surfaced, slate and slate —type roof ■ GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS coverings. POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS o Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate o WINDOWS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED and slate —type shingles, and metal roof panels shall comply with one of the following methods: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE ■ A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR over the entire roof. • WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM • 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 Il, 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 O O� co C*? cu r4 cn o � o °O i Q`n � o v� U `Y' 'T� o N � lffPulteGroup- => PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT T)'PE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET GO.02 L_ --I 0 I 0 FIRST FLOOR PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) 0 F� HEIGHT WALL W/ OvTT OUTDOOR KITCHEN 00 I U5 [V 10'-8" -4" 8'-0" 1'-4" SOFFIT '''"' I COVERED LANAI EXT. Z 0 4'-6Y" SGD 40'-0" 30'-0" 16'-e 13'-9Y" 8'-4" 7'-t0Y" 6'-6" 7'-W bt °e (3) 21 SH (2)*25 SH HB4. � cV DROPPED TRAY r TRAY CEILING 2'-4" L L 2'-4° 2i—on OWNER'S SUITE TYP. I GATHERING ROOM I s F—'/4" f FRAME DOWN I " 1UP I I I TRAY I I I I 5-6" 2' 0" 514Y" 7'-OY" I 3'- 2" — — — — — — — — — — 3'-2" EAT WO" w M o C) m co REDUCE O.H. TO o = I I ; U. BATH 10 WITH 1.6 cm :,......, ; 3 X n QUARTZ 2S/2R 0 HOWE s a cV _ FLUSH COUNTERTOP ---, 3 -1 VTR 7-7Y" 4'-2 2 2X6 LOW WALL 35r ] '-DY" 5' WICI I 3 i KITCHEN -- 6i-5n COON OHOOD H ---- ----- n PED EAD - --1 iL...-_.._«-_____.....-_ 0-----...»-..._«...«-ry � I j O 000 O O O O ; - -REF. N ------------- N) N 1 \ . 1-0— BEDROOM 2 it II o ..1 10'-4" f ' ell1w = i i (FOYER o II = II 1-1 --lam o°°II o ¢II -9 0l6, SH I I I J OFFIT 7142" 5'-1Y" 2'-0" L 4'-3" 12'-3" 8'-3" P N \I TB B O� TP A,' — 1S/1R— --- D 1 S/1 R- M. 4/0 BP 6'-� I � LIZf I II e � BEDROOM 4 UNDRY______ ' i 5 I eIA IIlo I I I L-------E k€ nInTC. AI wnvc I nrAW I � NO RETURN 6 10 Qffi � �� ENTRY 4'-9" 5'-3" 10'-10" Icy ,'-(FRAME OPENING x IMIN. 30" X 22" FOR ATTIC SCUTTLE 2 CAR GARAGE 1------------------------------------------------------------------i I 1 1 I 1 I I I I I I I I I , 1 I I I I I I I I I I I I I I I I I I I I I I I I I I 16'x7' OVERHEAD DOOR I cV 2'-0" 16'-0" 2'-9" 0 un cV X E ); w ram' CD 00 cV r'r) c0 I 1`r) Lo CN o I CI CO 0 i-_ 0 Ln N LEGEND MASONRY - CONC. BLOCK OR BRICK WALL KEMP,, e..a 2X FRAME WALL PER PLAN 4ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" 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 CV O N a 0 U 0 C:) o 1 00 c� O 0 VJ O a O 00 ^^� CN �-1 O c� c� PIC$ 0 � w 0 bJD � as cf 4 N 1 as �PulteGroupn 0 � w LM\ � w �U � N O V al O O w x r PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHI'M NU ER 2811.500 SHEET A1.11 O F-071 imi O C? 1 r� v� �o c� 00 i 0 ^� W � o � w c' N 11tPulteGroup-r PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT T)PE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET A2.01 ROOF PLAN SCALE 1 /8" = 1'—O" (NOTE: SCALE 1 /16" = 1'—O" ON 11 x17 PAPER) ------------------ -- - --- Lj De I I ; OPT. GRIDS PER --- -- -----' COMMUNITY SPEC OPT. 4" BANDING SIDE ELEVATION SCALE 1 /8" = 1'—O" (NOTE: SCALE 1 /16" = 1'—O" ON 11 x17 PAPER) Y 9'-4" L I OL 8 —0-0 T.O. WDW -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SO. FT. SQ. IN. 2528 364032 8.427 1213.440 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. SQ. FT. SQ. IN. LIN. FT. VENTS 3.371 485.376 5 5.056 728.064 118 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY o FI .a� OPT. GRIDS PER OPT. 4' BANDING COMMUNITY SPEC REAR ELEVATION SCALE 1/8" = 1'—O" (NOTE: SCALE 1/16" = 1'—O" ON 11x17 PAPER) O I r--{--- i --- -- - 00 00 1 L-'------- ---' ----- OPT. GRIDS PER --------- - COMMUNITY SPEC OPT. 4" BANDING SIDE ELEVATION SCALE 1 /8" = 1'—O" (NOTE: SCALE 1 /16" = 1'—O" ON 11 x17 PAPER) s-o T.O. WDW c dk TRUSS BEARING 9'-4'r 8 —0 T.O. WDW m O I I � r n � 0 —0 Mkllr r n nnn O O 0 t'J �) W rq 4 m O 000 U� M c� 4 � w H ct� N 0 mrulteGrowp- mot+ w ,C14 M O c� M O c--� �J w cri N � Q n W _ � -0 W as �W P4 0 � M Q cn U PRODUCT MANAGER RELEASE DATE: xx Ax /xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHU NU ER 2811.500 SHEET A2.02 f m�IMMMIUIm —----------- GATHERING ROOM BEDROOM 2 INSTALL 012' AF.F. ON COASTAL AND FM ELEVATIONS FIRST FLOOR E SCALE 1/4" = 1'—O" (NOTE: SCALE 1/8" = 1'—O" ON 11x17 PAPER) ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) *FCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ®OW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET s4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT K> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT T PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF TTZ� LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) Q EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE c LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON Et METER MONOXIDE COMBO [=S DISCONNECT DETECTOR (AFCI PROTECTED) I� EMERGENCY LIGHT O THERMOSTAT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ G RB G T P SAL CHIMES DOOR BELL CHIMES EDISPOSAL (GFCl" GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV MEDIA S 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 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L--2" PVC CONDUIT 9 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM — _ ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP M COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL 2PH 110D 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I lEl I FI — I 1#4 SERVICE GROUND _ CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O M M� � M O Vr n J O 000 �-1 O M c� •O V � w r--1 cz N � litPulteGroup- tzri PRODUCT MANAGER RELEASE DATE: XX /XX Am PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET E1.11 CID ---M---------� ------------- —-� ua I 1 Icn < > IpC I - Icc-� - O ' ' o 0 L --- -------------J , Al/VIVO '1d0[A1; i" , o 1 1 O, , O I , I ' 1 Lu ' 1 , --------------- - — ----- — — I 1 I 1 I "w I 1 1 1 , - w ~ _ LL 1 IZ o 0 o V I� Lu� W Iw o N --------------- O \ o o C-D 0 0 0 J LL 11 1 11 1 -[ Lu I; o o ,l4 o oo I O 0 oa m U 00 110 m 0 l� 'eVo�n 'ldo 'i� 'aVo�n �ldo / i � I 00 I 000 FIRST FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) O w C'3 ' , , Q ' x C 1 U1 1 -------------------------------- N 0 i 0 1 w1,- ;c/ CD m > � \ N c0 n O co i w O LL 1dO U I" L.� "0 '----- ------ O \\` w on�0 J -Z ;L L Ln '1dO w W O N 1 L.L 1 1 1 1 I 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 I i 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 i 1 1 I 1 1 1 1 1 I 1 i 1 i 1 1 1 I I 1 1 I 1 I 1 I I 1 1 I i 1 1 1 1 1 1 I 1 i I I " U ' I oC i I 1 1 0 I I 1 I I I I I I 1 1 , 1 1 1 1 1 1 I \ I I ` I 1 ' 1 1 � 1 ' 1 ' 1 ' 1 ' 1 ' I ; 1/ I/ 9 / / U O Z 21-0" TYP. SPACING METAL STUD, TYP. 2-0 I it TYP. SPACING END NAILS, TYP. 2x4 WOOD BLOCKING INSIDE METAL LWOOD BLOCKING STACKED TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS PLATE, TYP. d METAL STUD, TYP. WOOD BLOCKING INSIDE-\/X TOP OF STACKED BLOCKING 2x6 WOOD STACKED BETWEEN BLOCKED METAL STUDS, TYP. A METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE X END NAILS, TYP. CO 110V DUPLEX OUTLET LOCATION CHASE OUTLET LOCATION J 7 GV L� -H Q 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNTtri"RACING. SCALE: N.T.S. ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OWIGFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ®pW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET s4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -' LIGHT FIXTURE - CEILING MOUNT H�> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-P0 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 r LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR ©EP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT O —OPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH T TELEPHONE OUTLET /O/ GARBAGE DISPOSAL CHIMES (GFCI PROTECTED) DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV M�oin s 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 #4 COPPER 2" PVC CONDUIT '` 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/O COPPER 1-3/0 ALUMINUM 'Tb) ��— _II I I� ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP D COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL 2PH LIM 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS �I-M-fL III , 1#4 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE CD o C M c� O VJ O 000 i-1 a v � U `Y' c� O N � ArPulteGraup- => PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2811.500 SHEET THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY COVERED LANAI 2'-0' I _ HB I I o — — — — — r_____________� OWNER'S SUITE CD I I I I ZAl I I I GATHERING ROOM I I I o I I I CAFE I I I I N I I I I I I �— -- 1----J L- - - - - - - - - - - - - -------- (D',"t co CV O { £ } £ { r-- P — I 0. BATH ------ 1 I I t I I 1 1 I • � IC 1 " 2 -4 O---------------------i__-; °0 KITCHEN 12'-ty; �'------------ BEDROOM 4 0o0 ° LAUNDRY 000 I r--------'1', M I Ll 1 II 1 11 I 11 1 11 1 II I 11 O 1 BEDROOM 2 ______i NOT: ALWAYS LOCATE T; DRYER TO RIGHT OF WASHER " 11-1 ENTRY 5'-0" I�� X ,�I O BATH 2 FOYER 2 _," 2 CAR GARAGE BEDROOM 3 CV HB I PORCH FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'—O" (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) O C? 00 c� v J O O 00 t\ !"1 �o a� co U K' r—+ 0 M 71 O � w H N � tPulteGroup- Lc') PRODUCT MANAGER RELEASE DATE: XX XX XXXX REV DATEIDBWTION PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET pill l�ll■AIAWlMl"liRPMRI M"gRFWM= m A. GENERAL: F. REINFORCING STEEL: 1. WORK SHALL CO CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE FLORIDA RESIDENTIAL BUILDING CODE 7th EDITION. 1. CONFORM TO ASTM A-615 GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL WALL BARS AND COLUMN BARS SHALL F , 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWNGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. DIMENSIONS, LOCATIONS, SIZES AND COMMONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, 3. REBAR LAP SPLICES RE TO BE: CLASS W. MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, 4. FIELD WELDING F REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. BASES AND ANCHORAGE, ETC. 5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 4. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS N THIS DOCUMENT. THE SEAL DOES NOT INCLUDE 6. DOWELS BETWEEN FOOTINGS AND WAILS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPONSIBILITY F THE REINFORCING. CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION F THE ENGINEER F RECORD. BACKHARGES WILL NOT BE ACCEPTED, COMPRESSION MEMBERS SHALL BE AS FOLLOWS: REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS F 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: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8' -3/8' d>=8 in +/- 1/2' -1/2' 1. DESIGN LOADS: ROOF DEAD LOADS TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE / METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF G. WOOD FRAMING: TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NDS. ROOF LIVE LOADS 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 2x4 (MIN) SPF OR SP NUMBER 2 OR BETTER 016' O.C. FOR WALLS 9'-5' OR LESS. TC LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF 3. INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPF OR SP NUMBER 2 OR BETTER @ 16' O.C. MAX. (U.N.O.). BC LIVE LOAD w/ STORAGE 20.0 PSF 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS ® 24" O.C. MAX. FLOOR DEAD LOADS 11.0 PSF 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. WOOD FRAMED DEAD LOAD 11.0 PSF 6. HEADER FRAMING: FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) a.) HEADER SIZES SPECIFIED N SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER BALCONY DEAD LOAD 15.0 PSF SIZE OF SAME SPECIES, GRADE AND PLY COUNT, BALCONY LIVE LOAD 60.0 PSF b.) FOR 24 STUD WALL PROVIDE (1) 2x4 KING STUD AND (1) 20 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. EXTERIOR WD WALL 18.0 PSF c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. INTERIOR WD WALL 7.0 PSF 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH Y" TOLERANCE (2-PLY MIN), STAIRS/LANDING 40.0 PSF UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8" O.C. FOR EACH, U.NO. WIND SPEED PER ASCE 7-16 140 MPH 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) 9• ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. RISK CATEGORY II 10. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12' O.C. EXPOSURE "C" UNLESS NOTED OTHERWISED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE 2. ALL GUARDRAILS AND HANDRAILS SHALL MET THE MINIMUM CODE REQUIREMENT WITHSTANDING A SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL F THE DRAIL SHALL BE DESIGNEDTO STAND A UM IZONTALLY RON iFOOT. MLOADS RREE I� H. PREFABRICATEDWOOD TRUSSES: EED BREP APPLIED NORMAILPLO ADO F050 POUNDS AN AREA EQUAL 1D SQUARE THESE TO BE THE OOFP A DIS NOTTO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND EVALUATION SERVICES ICC-ES AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. ( ) 2. FLOOR SYSTEM ENGINEER. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. C. FOUNDATION: 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16' (INCHES) O.C. MAX. OR AS OTHERWISE NOTED. 1. FOUNDATIONIS DESIGNED BASED ON PRESUMPTIVE SAFE 11 E MINIMUM ALLOWABLE SOIL BEARING PRESSURE ESSURE OF 2000 PSF. E TH 4. - FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. PLACEMENT. 6, PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE 2. ALL ALL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8". CONFORM TO DELEGATED TRUSS SYSTEM ENGINEER. ASTM D 1557. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE 8. ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL BE DETERMINED BY THE DELEGATED GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED N THIS SHEET. TRUSS ENGINEER 4. FOOTING BACKFILI_ AND UTILITY TRENCH BACKALL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL OT BE PERMITTED. ODING WILL IINTER I. ANCHORAGE: 5. ABANDONED FOOTINGS,PUTILITIES, ETC. THAT ERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6, PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2" DIA., EMBEDDED 7'. USE 10" LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR D. CONCRETE: BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3"x3'xO.229' PLATE 1. CONCRETE SHALL CONFORM TO THE "BUILDING REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION) WITH WASHERS ARE ASTM/ASME B18,22,1. MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ]CC -ES AC193. PRE -APPROVED 2. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. EXPANSION ANCHORS SHALL BE: SIMPSON STRONG -BOLT TPER FL PRODUCT APPROVAL #15731.1. 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O,): 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR SCREW ANCHORS SHALL BE: SIMPSON OITEN HD'PR FL PRODUCT APPROVAL #15730.7. CAN ONLY BE INSTALLED IN DRY, b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. c. FORMED CONCRETE WITH EARTH BACK ALL - 2 INCHES CLEAR 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC308. PRE -APPROVED d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE ADHESIVE ANCHORS SHALL BE: SIMPSON SET-XP'PER FL PRODUCT APPROVAL #15730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL 116230.1. SIMPSON "AT-XP' MAY BE SUBSTITUTED FOR SIMPSON SET -SET MIDDLE TO UPPER Y OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w MANUFACTURER'S SPECIFICATIONS / 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: 7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED 8. PLACING CONCRETE. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY POWDER -ACTUATED FASTENERS SHALL BE: SIMPSON 'POWDER -ACTUATED FASTENERS'PER FL PRODUCT 9. REINFORCING WHICH MAY CONFLICT. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. APPROVAL #15730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED 10. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. CONCRETE SCREWS SHALL BE: SIMPSON 'TITEN SCREWSTER FL PRODUCT APPOVAL #2355-R4. 11. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM 7. ADHESIVE ANCHORS SHALL BE: SIMPSON SET'PER FL PRODUCT APPROVAL #15730.5. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL CONTRACTION JOINTS IN A 3.5" SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS 8, PRE -APPROVED SUBTTTUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: CONTRACTION JOINTS IN A 4.0" SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS a) 1/2" DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND 4-EDGE DISTANCE. b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). b) 1/2" DIA. SIMPSON `TITEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE. c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER FIBER LENGTHS SHALL BE Y' TO 2 r IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM 9. PRE -APPROVED SUBTITUTIONS FOR 1/2" DIA, CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN a) 1/2" DIA. SIMPSON `TITEN HD'W/ MIN. 3 1/4" EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. REQUESTED BY THE BUILDING OFFICIAL b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2' DIA, F1554 GR. 36 ATR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER E. MASONRY WALL CONSTRUCTION: POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. 10. PLACE ANCHOR BOLTS AT 4" MIN AND 12" MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH 2. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi OF THE PLATE, A MINIMUM OF 1 3/4" FROM CONCRETE EDGE, AND SPACED AT 24" O.C. MAX. ON THE NET AREA (f m = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8" x 8' x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NR 648) OR ANOTHER LOW OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. CORROSIVE CHEMICAL TREATMENT. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR V. 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN 4. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 2500 PSI. 13. BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. OR NUTS AGAINST WOOD. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. BE PLAD IN THE, UNLESS OTHERWISECALNOTED. OF THE MASONRY CELL,TYPIANCHORS J. WOOD STRUCTURAL SHEATHING: 7. E PANSIONMENT TYPESHALL AN HORS ARE TO BE USEDRIN BOND COURSE. EMBEDDED ANCHORSFASTENED STUDS SHALL BE USED. OR 8. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 9. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. 1, SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. 10. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI KHAT HOOK TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAPAND K. FIELD REPAIR NOTES: LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK #4 20" 3" 10" #5 25" 3-3/4" 10" #6 34" 4-1/2' 11" #1 42" 5-1/4" 13" 1. MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A 34 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 SOLID WITH GROUT AS SPECIFIED. 2, MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS. 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-Y4' FROM ANY EDGE FOR Y' BOLTS AND 3 Y" FOR V AND Y' BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5' MINIMUM AND THE SAME DIA AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCE 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 Y" x 6', OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE 'SET' EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6' MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL IN THESE DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (LE 3' NAILS). WHEN GAP IS GREATER THAN 1 1/27, INSTALL NEW ANCHORS. 4. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY X" OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN Y8" AND 1 Y2", GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 Y", CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS (1-3/8'FOR A 2X4 STUD OR 2-3/16'FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS (2-1/8'FOR A 2X4 STUD OR 3-5/16-FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDSi.5 WITH (12)-1/471-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'#'-SDS3 WITH (12)-1/4'x3'SDS SCREWS, WERE '#'CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOP/BOTTOM PLATES a. FOR PLUMBING/MECHANICAL UTILITIES A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2'WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/2-TO THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1-FROM THE EDGE F THE PLATE. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS TABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2'BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES 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 CEMENTI110US KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7' ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2 SOFFIT, OTHER THAN THE EXTERIOR GRADE SOFFIT BOARD OR SOFFITS USING HIGH -RIB METAL LATH AND STUCCO, SHALL HAVE THE PRODUCT APPROVAL NOTED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS SUBMITTED. ALL ALUMINUM OR VINYL SOFFITS SHALL MEET OR EXCEED THE REQUIREMENTS NOTED ON THIS SHEET IN REGARD TO DESIGN PRESSURES. ALL ALUMINUM MUST BE INSTALLED IN ACCORANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO COMPLY WITH THESE MINIMUM DESIGN PRESSURES. INSTALLATION IN ACCORDANCE WITH THESE REQUIREMENTS WILL COMPLY WITH R703 AND R704. ALL VINYL SOFFIT SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND R704. Zone # Width i eizht �- �, -' Positive ' Effective' Pressure. 3 free ft �.L, : Nezative DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS = Pressure 6 7 112 21.9 -24A 4 3 8 24.0 24. -26.5 5 6 8 48.0 212 -29.3 4 4 1 1 4.0 25.8 - 27.8 4 3 5.25 15.8 25.1 -27.2 44 4 4� 166667 16.7 25 - 27A 5 6 5.25 31.5 24aO -M9 5 3 5� 25 15.8 25. - 33. 5 £ 6 36.0 218 - 30.5 4 9 5_ 25 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. AND = 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.# ARCH11TEOTUR . AA26002902 C,O.A.# ENGINEERING, 29349 1-1 THOMAS A. WESER, PE: P.E. ;# 73242 FLORIDA 8 BENJAMIN NI ESE, PE P.E. 86025 FLORIDA 5/26/21 DATE �\ lA1I1IIT " No.860 STATE Ir I1I1IA O 0 m 1 e--q �00 c� n 0 ul) � O 00 n� F-� ul I � Cr O CN .I.� N -:V M Ur__4 CC.) as O � bA S� Cn N o *PulteGroupr PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET SO.1 (1) #5 REBAR w/LAP PER COVERSHEET CMU COL PER 8" C.M.U. FINISH PER ELEV. PLAN 4—O" PAVERS OR SLAB PER SLOPE ' FINISH GRADE SPEC. —` • 00 ,. I - o CONCRETE FOOTING MONOLITHIC FOUND. ' :,, . w/REBAR AS NOTED > ; W/ (2) #4 DIA. RODS ON FOUNDATION PLAN : �• CONT. ON CHAIRS 9' STARTER (IF REQUIRED) 1-0" COURSE " ~ 1-4' 22 ST Y ALT. CMU SEAT @ -1)/2"PER PLAN Fo1 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB rwc MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1/2'=1'-0 SCALE 1/2'=1'-0 3/4' RECESS IN SLAB 10 1/2" 8" C.M.U. WALL FINISH 3/ 4' RECESS IN SLAB PER ELEVATION FINISH FLOOR FINISH FLOOR 4" SLOPE ..... MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1,-�" 1'-4' 0 2 STORY GARAGE DOOR RECESSED SILL CMU COL. PER PLAN -#5 REBAR w/LAP PER w COVERSHEET 4-o" SLOPE W m C CONCRETE FOOTING— 0 w/REBAR AS NOTED Z ON FOUNDATION PLAN `` -�•�- ' (IF REQUIRED) PER PLAN rers) MASONRY WALL CORNER ON SPREAD FTG, -#5 REBAR w/LAP PER COVERSHEET w CD¢ z m CAD o z (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS POURED CURB FINISH GRADE o --MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS 1'-4 � 2 STORY EXT. MASONRY WALL @ GARAGE SCALE: 1/2"=l'-0 SCALE: 1/2"=1'-0 _ 8" C.M.U. WALL FINISH 2-1/2" ® IMPACT PER ELEVATION GROUT BED DOOR DOOR PER SPEC QPAVERS PER SPEC n PAVERS PER (_01:)� "' THICKNESS VARIES DOOR THRESHOLD SPEC THICKNESS SLOPE RMONOLITHIC FOUND. t7i' w/(2) #4 DIA. RODS CONT. ON CHAIRS. SCALE: 1/2'=1'-0 RECESS WITH PAVERS RECESS WITH SLAB 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' D.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS Q 12' O.C. 2x P.T. PLATE SECURED TO SLAB w/ 2x AT 24'0.C. MAX. STEP PER PLAN 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d SLOPE .._f:. , . GUN NAILS 012' D.C. 1/2' G.W.B. EA. SIDE START SLOPE HERE 2" / SLOPE 1'-0" 6 1�2" (1) #4 ROD CONT ON CHAIRS UNO STEP CONDITION FLUSH CONDITION Fos THICKENED SLAB @ GARAGE (NON -BEARING) SCALE: 1 /2'=1'-0 CLEAN COMP PVC SLEEVE 1'-4' ® 2 STORY F13 BEARING PENETRATION DETAIL SCALE: 1 /2"=l'-0 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS PENETRATING PVC SLEEVE SCALE: 1/2"=l'-0 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS 12' SQUARE C.M.. I ' COL PER PLAN w (2) #5 REBAR w/ cc 25" LAP MIN. 0 EACH FILLED CELL OL 0'-0" SLOPE PAVERS OR SLAB PER SPEC. O CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PER PLAN PLAN (IF REQUIRED) Fo3D MASONRY COL. ON SPREAD FTG. SCALE: 1/2'=l'-0 ( ) DOOR PER SPEC � VARIES ' ` �• DOOR THRESHOLD PER PLAN -.AUSLOPE - 0' 0" F. .SLOPE O' O"4PER PLAN - ALT. BRICK PER PLAN X THRESHOLD =LLI �- 00 I I I-III=III 1=ICI=ICI �11 I � ICI .t.�• ICI —ICI j1�I •�J'..e �� MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-4' 2-STORY w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 1'-4 8 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY SCALE: 1 /2"=l'-0 FINISH (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2' CONC. SLOPE SLAB .f . J Z THICKENED SLAB EDGE SCALE: 1/2'=P-O (1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" BAR CONT. ii CONC. PER SCHEDULE w a SLOPE TO DRAIN SHOWER RECESS SCALE: 1/2'=l'-0 BOND BEAM PER PLAN (1) #5 REBAR w/ LAP PER COVERSHEET FINISH GRADE PER PLAN WALL HEIGHT PER PLAN FINISH GRADE _171 F- -III=11 C7 PAVERS PER PLAN -4„ (2) #4 REBAR MASONRY WALL ON CONTINUOUS FTG, SCALE: 1 /2'=l'-0 00 oe/l 3" W I III- III- MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS ALT. FLUSH BRICK 1'-4' 0 2 ST Y THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) SCALE: 1/2"=l'-0 SCALE: 1/2"=1'-0 CORNER BAR WITH 25' VERTICAL DOWEL • '.• MIN. LAP SPUCE EACH AS REQ'D IN PLAN SIDE. SAME SIZE AS PAVERS TYP. CONT. FOOTING STEEL SLOPE ...� �.. GRADE = ALTERNATE TO CORNER .f s NUMBER OF CORNER I— ONT. SPUCE: PROVIDE '-- ...:.,• • BARS EQUALS NUMBER : ` ' :. :•. •� .. >...:: .,..... =I I I II I-� I STEEL RONF. BARS BENT OF CONT. BARS -I ` AT CORNERS TO COMPLY''-' $ (1) #4 BAR CONT. WITH THE INTENT OF THE ':: '. ?'` ~ ' BUILDING CODE. NUMBER OF REBAR COMPACTED FILL 25" MIN. PER PLAN LAP SPLICE PAVER AT CONCRETE GRADE BEAM F12 REINF. PLACEMENT AT FTG. CORNERS SCALE: 1 /2"=1'-0 O O LO MC c ? v00 cn Op O Zny 00 CN v ON Cn c� •'■■� v 4 O bA N � P'uite ­ PRODUCT MANAGER I RELEASE I DATE: XX/XX/XXXX C.Q.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Famil 0 THOMAS A. WEBER, PE P,E. # 732+42 FLORIDA 0 3ENJAWN NIESE, PE SPECIFICATION LEVEL o P.E4 86026 FLORID PUlte in 5/26/21 DATE PLAN NAME Highgate NPC CH'IM NU ER N r 2811.500 CD SHEET 1 TAT ` S1.0 Lu o $ITT ttl'4 a 00 O jq c� �o 0 cn ,o 0 00 Q� v� . (a) o �rl:� c� O cb cz N as AL SPulteGroup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.500 SHEET S1.1 s J J O O M 1 r.. q v00 45o cn 0 .o N00 Qc7N �o v CIO U c� P�.l L N tPulteu'roup- PRODUCT MANAGER RELEASE PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CH'IM NU ER 2811.500 SHEET S2.1 3 Q 0 N V) _ E 0 cV 0 CV C 0 a ROOF FRAMING PLAN SCALE: 1 /4"=1'-O" GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 " APA RATED SHEATHING. 5, FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2)j; MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REWIRED IN ARCHITECTURAL DRAWINGS. 8. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW, TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2, ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SOWC15600. B) MULTI -PLY TRUSS REQUIRE (2) SDK15600 AT EA PLY. C) (1) SDK15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND LTR DETAIL INDICATOR SHT CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. C.O-A,# ARCHITECT URE- AA2600 802 C.OA.# ENGINEERING. 2939 {w l THOMAS A. WEBER, PE P.E. ,# 73242 FLORIDA 0 BENJA IN NIESE, PE P.E4 86026 FLORIDA 5/26/21 DATE �kkillill, STATE NAU 0 cid CV 0 N c.� CD 0 U a O O �� 1 r --1 OQ F" L" O � O 00 n� F� � ;-1 O v� v U`--' cn t-a di co 1 O "i cd 0 N P'ulte u - N •� lv o O O cf) � w cn � N Z 0 o Z as � w w x O 0 O PRODUCT MANAGER RELEASE PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Hi h ate NPC CHIM NU ER 2811.500 SHEET S3.1 STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PR -ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. -OR- 2x BLOCKING AT SHEATHING 2x RIBBON BOARD ATTACHED EDGES w/ (3) 8d NAILS INTO TRUSS TO TRUSS w/ (3)1 Od NAILS, 24'IT CONTINUOUS STRUCTURAL O.C. CENTER MAX. SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING DETAIL SHEATHING NAIL PER TYPICAL TYPICAL TRUSS SHEATHING DETAIL ANCHOR PER PLAN DETAIL AT TRUSS HEEL > 9114' TYPICAL TRUSS ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM PER PLAN DETAIL AT TYPICAL TRUSS w/ HEEL < 91/4, ROOF TRUSS ON MASONRY Scale: File Name: 1 /2"=1'-0" RZ-010 SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. 2x4 BLOCKING AT 2'-0' — O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS BOND BEAM PER SHEATHING PER PLAN PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" 8" CMU WALL SEE PLAN MAX. GAP FROM TOP OF FOR VERT. REINF. WALL TO BOTT. OF BLOCKING rRO7 "WA�LBRACING �ATVON-BEARIRGEXTERIOR WALL STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN AND SCHEDULE SHEATHING PER PLAN R08B V�AL�LBR�ING �ABEA�RING 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 FIVE (5) CONSECUTIVE LOCATIONS. EACH MISSED LO 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. nR13 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 "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. 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING D PER PLAN. _ OR 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 _ O R _ PLAN. 20 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. onz1VALLEY SET OVER FRAME I1VV ►M SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN PRE-ENGINEERED ROOF TRUSSES ® MAX. 24" O.C. 1x4 FURRING AT SHEATHING PER ARCH MAX. 16" O.C. w/ INSTALLED PER MANUF. (3)10d AT EA TRUSS soy EXTERIOR CEILING FURRING SCALE: N.T.S. SHEATHING PER PLAN. —OR— (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW 20 BLOCKING AT DIAGONALS ONLY. 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH ATTACH AT EACH END w/ (2) 12d END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING TOENAILS. NAIL SHEATHING TO AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK STRUCTURAL SHEATHING PER PLAN BLOCKING AT 6" O.C. w/ MINIMUM FROM GABLE TRUSS. 8d NAILS. BLOCK4 BAYS BACK 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT FROM CABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE OVERHANGS GREATER THAN 12". ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, SIDE OF BLOCKING. TOP CHORD w/ (2)-16d NAILS AT 24" O.C. NAIL TO OPPOSITE SIDE OF BLOCKING. CONT. 2x4 w/ (2) 12d NAILS STRUCTURAL SHEATHING 2 x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO PRE-ENGINEERED WOOD BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE tO.C. TRUSSES AT 2 -0 O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" STRUCTURAL SHEATHING. ® APPROX. 45-DEG ANGLE. O TRUSS ANCHOR 3 SEE CONN. CHART 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP 2x4 "L" BACK. NAILED w 2 ROWS 10d GUN NAILS @ 8" O.C. / () BOND BEAM PER PLA 2. AT VERTICALS OVER 6'-6" TO 8'-4" (2) SIMPSON A23 w/ (8) 10d x 1-1/2" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR (ONE ON EACH SIDE OF BRACE TO TOP PLATE). 2 SHTG FRAME PER CASE 3 BELOW) SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" STRUCTURAL SHEATHING CMU I I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. SEE PLAN FOR ATTACHMENT v v WASHERS AND 7" EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED BEAM AT VAULTED TRUSS w/ 12d's AT 4" O.C. CONDITION, SEE PLAN AND DETAIL. / CONT. 2x4 2x4 NAILED FLAT TO TOP OF BRACE ("T" x6 NAILED CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN 22 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 ® BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 "GABLE EN�DT RUSS BRACING DETAIL END —FASCIA x SEE ARCH. BLOCKING DRAWINGS 3. AT VERTICALS OVER 8'-4" TO 13'-0" 8" CMU WALL OR USE ONE 2x4 "L" BACK AND AN LINTEL, SEE PLAN SHEATHING PER ADDITIONAL DIAGONAL BRACE IS REQUIRED FOR REINFORCEMENT PLAN AT THE PEAK AND AT EVERY OTHER MASONRY VERTICAL MEMBER IN THIS RANGE. ATTACH ACING w/ (5) 12d THE DIAGONAL AT MID HEIGHT AND TO THE 2x4 DIAGONAL BR COMMON NAILS BLOCKING AND BLOCKING BELOW THE ROOF SHEATHING w/ TO THE "L" BACK. UNLESS NOTED (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS OTHERWISE ON PLANS, PROVIDE 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" BRACE 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. R09B DUTCH HIP GABLE TRUSS BRACING DETAIL ►n►nnn "X" = 10% "X" = 10% "X" = 10% OF HOUSE WIDTH x O HOUSE WIDTH ------- HOUSE WIDTH CD (D RIDGE -' -10 1O GABLE END BOSTON HIP x O O 3 Ox z RIDGE �/ GABLE END � GABLE X 0 T / 7� C� RIDGE HIP ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE: 7/16" SPAN RATED PLYWOOD OR OSB 8d RING SHANK 0.113" x 2-3/8" 1 2 3 OFFSET DIMENSION "X" = 10% HOUSE WIDTH "X" "X" TILE: 15/32' SPAN RATED PLYWOOD OR OSB PANEL EDGES @ SUPPORTS (1) 6" O.C. 6" O.C. 4" O.C. PANEL FIELD 1 6" O.C. 6" O.C. 6" O.C. METAL 15/32" SPAN RATED PLYWOOD w/24 GA. 19/32" SPAN RATED PLYWOOD w/26 GA. NOTES: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "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 PURLIN ® EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL 0 8" O.C. 2x4 LADDER FRAMING AT 24" O.C. REO'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 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 8'-0' BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND • 32" MAX. SPACING ---IF LENGTH IS LESS THAN 4'-0" USE 2x4 "L" BACK, IF LENGTH IS GREATER THEN 4'-0' USE (2) 2x4 "L" BACKS. NAIL "L" BACKS w/12d 0 12"0.C.(NOTCHED 0 TOP w/2-12d TOENAILS "L" BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLAN) PARTIAL GABLE END TRUSS DETAIL R09C "n PARTIAL GABLE E5 a FV 0 CV 0 0 O Cf) c? r-+ 00 45 c� o O 00 iH ON i-f ON o vC3-, N U co c� cis O '-' � w 0 bI� cz r-q c N � AMIL Pulte rc so_ T 0 <� N m v o < M � w L\ � ob � N p U) � O as � w '2 O 1F---00� oM�o f ,i PRODUCT MANAGER IRELEASE I nATC• vv /vv /Vvvv C.O.A. ENGINEERJN : PROJECT TYPE 29349 Single Famfl 0 THOMAS A- WEBER, PE P,E, # 73242 FLORIDA 9 BEN.IA W NIEBE, PE SPECIFICATION LEVEL P.E. 86025 FLORIDA PUlte 5/26/21 DATE ,��� �!►1# �,� PLAN NAME Hi h ate .� NPC CHIM NU ER 26 2811.500 SHEET E Of' � lfft a E O C O C O O C O C O O O o " 0 o E: PROVIDE OCKING AT ALL H ATHING EDGES. rs a o STUD SPACING F MID SP) BETWEE 2X P.T. SOLE PLATE w/ 1 ANCHOR BOLTS (10 + 2; O.C. MAX. w/7" EMBEDMEI 5/8" DIA. EXP. BOLTS AT W/1800 # ALLOWABLE TES OR 1/2" DIA EXP. BOLTS O.C. W/1200 # ALLOWABLI MIN. ALSO AT CORNERS & w/ 30 PLATE WASHERS W10 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 I\LI LI\ IV I VVIYUr%IIVIY I Lnil I VI\ FOOTING SIZE AND LOCATION OAD BEARING WALL w/UPLIFT 12 PER ELEV. INTERIOR ]N( STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. 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 AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. FASTENERS TO BE 1/8" DIA. MIN. AND EMBEDDED 3/4" MIN. MINIMUM SHEAR CAPACITY TO BE 150 f 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 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. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS REQUIREMENTS PER PLAN. (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM - AT 3" O.C. ALL AROUND HEADER OPENING CONNECT WALLS PER W10 DETAIL •— INTERIOR NON -SHEATHED WALLS DOUBLE SILL AS REQ. FOR 2x STUDS AT 16" O.C. SHUTTER ATTACHMENT - — - _�-- I I I I SHEATHING PER PLAN ®EXTERIOR WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) I (1) SP4 TO KING & JACK STUD U.N.O.- EDGE NAIL SHEATHING PER PLAN II II _—L__JL < NOTE: FOR EXTERIOR BEARING WALLS ONLY W05;TYPICAL FRAMED BEARING WALL 0"-16" MAX. GAP 2x4 FILL w/ 2" MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. 1x P.T. SHIM NOTES: ALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION DETAIL. INSULATION AS WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE PER SPECS. FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PRE—ENGINEERED ROOF PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. TRUSSES. REFER TO / TRUSS MFGR. DRAWINGS. ARCH FRAMING DETAIL ROOF SHINGLE W1J .M (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS REFER TO PLAN i 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 0jL0'—O" FINISHED GRADE MUNULIItliu rUUIVUAIIUIV, xr STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W311TYP. 1-STORY WALL SECTION JILU EBAR, CONT. IN I BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. EBAR VERTICAL IN FILLED CELLS, PLAN). 15 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 - I V LMI `I I I IVA\L/ 1 TYPICAUF ILLE�DC ELL DETAIL W 9 �g MAY VARY, SEE PLAN 8" KNOCK OUT BLOCK w/ #5 BAR GROUTED SOLID #5 VERTICAL BAR IN GROUTED CELL. 8" CMU WALL LAID IN RUNNING BOND. W18ITEPPED BOND BEAM OVER LINTEL Im TRUSS BOTTOM CHORD PER MANUF. • 24" O.C. EDGE NAIL SHEATHING TO TOP (I PLATE AND TOP AND BOTTOM (I 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 ING AT 3" O.C. ALL SHEATH AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT ZE - - II II II II II II II II II II II II LL _jL NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING C.OA.# ARCHITECTURE* AAa600,2 C.Q.A.# ENGINEERING: 2930 n THOMAS A. WEBER, PE R.E. # 73242 FLORIDA 0 BEN.AIN NIESE, PE P.E. 86025 FLORIDA 5/26/21 DA"fE������II1i� f 0. O r 45 00 0 � O 00 ;_4 O U M c� O bb co N c pulte r up 0 .c N mi m o < M O o 00'�. '1.0 N O cn g cz as [� ::;� 0 W � Q00 PRODUCT MANAGER RELEASE DATE: XX XX XXXX WW IDATEMMVTM— PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Hi ghgate NPC CH'IM NU ER 2811.500 SHEET S4.2 oL INT. FINISH WOOD BUCK ATTACHMENT: Ix CUSTOM P.T. BUCK TO MASONRY 1 x WOOD MATCH FRAME WIDTH, ATTACH wl T NAILS @ 4' 1x P.T. BUCK FROM ENDS AND 12'O.C. REMAINDER. ATTACH WINDOW THRU BUCK INTO MASONRY PER FLORIDA ATTACH WINDOW PER PRODUCT APPROVAL FLORIDA PRODUCT APPROVAL ALTERNATE: SILICONE SEALANT 2x OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS < 2114' =11410 x e FINISH PER ELEVATION TAPCONS @?FROM ENDS AND I?O.C. REMAINDER. wl 1114' EMBEDMENT TYPICAL WINDOW ATTACHMENT DETAIL N.T.S. File Name: WGM-140 INT. FINISH WOOD BUCK ATTACHMENT: 2x OR GREATER BUCK TO MASONRY 1x WOOD BUILT-UP THICKNESS < 2114' =11490 x 4' 2x P.T. BUCK TAPCONS @ 4' FROM ENDS AND I? O.C. REMAINDER w11114' EMBEDMENT ATTACH DOOR PER FLORIDA PRODUCT APPROVAL ALTERNATE: 1x CUSTOM PT BUCK TO MASONRY BRICK MOLD MATCH FRAME WIDTH, ATTACH wl T NAILS @ 4' FINISH PER ELEVATION FROM ENDS AND I?O.C. REMAINDER. ATTACH DOOR THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL TYPICAL DOOR ATTACHMENT DETAIL Scale: I N. . T. S. WGMN150 EXTERIOR CONC.WALL GARAGE DOOR AND TRACK, INSTALLED ° PER MANUFACTURERS SPECIFICATIONS. oe 2X6 WOOD BUCK ANCHORED TO CMU wl 1l2'xV VBOLTSOR516'x6'SIMPSON TEN HDS wl2'WASHERS AT 24' O.C. & WITHIN 6' OF TOP AND BOTTOM, OR (2) FRAME TO BUCK TO ROWS OF 114'x 3' MASONRY SCREWS @ MASONRY 12'O.C. STAGGER ROWS U FROM EACH EXTERIOR CONC.WALL 114' DRIVE-IN ANCHOR GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS a SPECIFICATIONS. FRAME TO MASONRY TYPICAL GARAGE DOOR ATTACHMENT aaa e.N.T.S. CV O N 0 W 0 a- END 112'x 2114' HILTI SLEEVE ANCHOR OR EQUAL MIN.11/? EMBED INTO MASONRY (1) PER BRACKET File Name: WGM-160 PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT`S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING TYPE A 8" LINTEL 8" TYPE B 8" TYPE C 12" TYPE B 12" TYPE C 14" TYPE B** 14" TYPE C** 16" TYPE B 16" TYPE C 20" TYPE B 20" TYPE C 24" TYPE B 24" TYPE C 28" TYPE B 28" TYPE C 32" TYPE B 32" TYPE C 2'10" 116" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 3'6" 2'2" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 4' 0" 2'8" 1783 2561 2751 3280 3820 4890 5961 7034 8107 2561 4605 5206 6113 7547 8974 10000 10000 4'6" 3'2" 1343 1969 2110 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 66" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 1 2738 3480 5381 8360 8625 7590 7611 6'2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 8'4" 7'0" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1943 2564 3486 2964 3387 9'4" 8' 0" 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 11'4" 10,0" 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12'0" 10.8" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 1216" 1112" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2883 1314" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14'0" 12'8" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14'8" 13'4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 15'4" 14'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 17'4" 160" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19'4" 18.0.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 750* 960* 1177* 1415* 1676* 20'0" 18'8" N/A _7420* 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 _TVpe A = Unfilled no Rebar; Type B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Continous Grout, Steel per plan in Bond Beam & Lintel ALLOWABLEO , i ii� mire Pi� Del ■ M kHErA16 LP!tor3-ph®' Orrin m ' MIEI 4540 .. ., pi < I ®� • n �� ;�PiIFa� 1 ® , k r mow' wA u 1GI4p 12I3 uTitan !! )2 o Ii• * i ® ! r ! * t 0 P C-0-A.# ARCHIIT1ECTUREt ,A.A.GI1 EERING@ 349 `1 THOMAS & WES R, PIE P.E. 0 73242 FLORIDA 11 BENJAMfN NIE E, PE I.E. 1026 FLORIDA 5/26/21 DATE\\Ily44i€tI' I/. �.602 01 �f11d111��� LN O v M0 t"J � j W r4 00 vJ 00 Ln U� ce) en O bA cz N '&ulteGroup- RODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIfICATION LEVEL I Pulte PLAN NAME igrhgate NPC CHIM NU ER 2811.500 SHEET 4