Loading...
HomeMy WebLinkAbout36935 Highland Meadows CtPulteG,rou T APPL1CABlE CODES WIDTH DEPTH SHEET LIST TABLE - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL -2017 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB „ 40 -O ,1 66 -0 LOT SPECIFIC AREA TABLE 1111"Mmiff Description TOTAL GO.01 over Sheet :CONDITIONED SPACE °°.02 General "aces A1.11 A201 1st Floor Plan Front Elevation & Details CMU-BASE PLAN 1850 SF 1850 SF A2.02 Side & Rear Elevations & Roof Plan :NON-CONDmONED SPACE E1.11 1st Floor Electrical Plan CMU-COVERED LANAI EXT. 154 SF E1.12 1st Floor Electrical Options CMU-FRONT PORCH ( FM1 OR C1 OR C01 OR MD1) 21 SF P1-11 1st Floor Plumbing Plan CMU-GARAGE SF So., over Sheet �438 61 �.J SF S1.0 Foundation Details S1.7 Foundation Plan 2463 SF S2.1 Wall Base Plan 53.1 Framing Plan S4.1 Roof Details S4.2 Wall Details S4.2.1 Wall Details GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS ayout 2 aun ry Room Layout Stand Alone Sin k lat Ceiling 7lat Ceiling LOT SPECIFIED PLAN INFORMATION Customer Name * Market Home *, 6871-00301 Address 36935 HIGHLAND MEADOWS COURT ZEPHYRHILLS FL 33542 Community 6871 JOAKS OF PASCO 6871-00301 ---- 83ONVNI(180 j 4110 BH1 CINV 11 `Ji1?� i,i1M: 4'idW00 ') !VHS , , 111 !l0 REVIEW DA.TE$' 2 CITY OF ZEP'H'`r�H!! ! PLAN EXAMINE � °O 00 M o A� a U0 �O cn � w q4 N c`$ cf *PulteGroup- 4 RODUCT MANAGER RELEASE PROJECT TYPE Pt. ■ T% SPECIFICATION LEVEL Mte P PLAN NAME Hi h ate NPC CHIM NU ER 2811.500 SHEET GOM cf *PulteGroup- 4 RODUCT MANAGER RELEASE PROJECT TYPE Pt. ■ T% SPECIFICATION LEVEL Mte P PLAN NAME Hi h ate NPC CHIM NU ER 2811.500 SHEET GOM 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 11300 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 TERMITE PROTECTION o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING — �h' SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24' O.C. SPANS ACCESSIBILITY — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29' CLEAR TM [PulteGrou SHALL BE ISSUED TO THE BUILDING DEPARTMENT — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF — PROVIDE MIN. 1' FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30' AND THE AREA IS GREATER OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER TREATMENT THAN 30 SF o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS — INSPECTION FOR TERMITES o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF REQUIREMENT. o PROVIDE 6' CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS THE ROOF FRAMING MEMBERS o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 ■ 4' CLEARANCE REQUIRED AT GARAGES AND PORCHES o MIN. ATTIC ACCESS SIZE IS TO BE 22'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 GRADE (WITHIN 24' HORIZONTALLY) OR A.F.F. OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — '�i' GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE —GUARDS SHALL BE MIN. 36' CEILING WITHOUT HABITABLE ROOMS ABOVE ■ THIS IS NOT REQUIRED OVER CMU — 5/8" TYPE X GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE o EXCEPTION: 34' IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE — FLASHING OF THE STAIRS 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 T ON EITHER SIDE OF THE STAIRWAY o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — MIN. HEADROOM 6'-8" OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 %N LONG, 11 GAGE NAILS HAVING — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 —MAX. RISE 7-3/4" A 7/16' HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS — MIN. TREAD DEPTH 10" o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND — HANDRAILS MIN. 20' D o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), 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 late line on exterior stud walls in accordance ( ) P P — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED THAN FOUR RISERS with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 PATH WITHOUT GOING THROUGH A GARAGE o 1 1A"-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. a 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 ll, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN underlayment meeting the performance requirements specified, is required to be applied over • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS the FBCR for fastener type and spacing). o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND rn ■ 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 o 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 N — FLASHING R903.2 FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o WET AREAS CD 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. Nother penetrations through the roof plane. o SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 0 WOOD — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 C, — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 INSULATION *PulteGroup- PRODUCT MANAGER RELEASE DATE: xx xx xxxx PROJECT TYPE Sin a Famil SPEgFICATION LEVEL Pulte NAME F Nh a te NPO I ER 11.500 Es 02 *PultoGroup- PRODUCT MANAGER RELEASE DATE: xx xx xxxx WVJ DAlEMP,M PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIM NU ER 2811.5W SHEET A1.11 48 FRONT ELEVATION SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) PER SPEC 2" LAP SIDING PER SPEC —in OL 8,_a" T.O. WDW 0 0, 03 i i�- _IFF Ll [4- _4­4� 2" CMU HEADER DTL. SCALE: 1/2' = 1'-0' El A Is C f CMU SILL DETAIL SCALE: 1/2' = 1'-0' IenZ"j%7#; GARAGE DETAIL SCALE 1/2" = 1'-0' BRACKET DETAIL SCALE 1" = 1'-0' :/f-SIDING PER SPEC TRIM BOARD NOTE: BOTTOM OF TRIM TO START MIN. 1' BELOW PLATE LINE RAKE DETAIL SCALE: 1/2' = 1'4 3 a (V O N F-- 2 U Of 25 U liPutteGroup- PRODUCT MANAGER RELEASE DATE: XX XX XXXX r PROJECT TYPE Single Family SPECIFICATION LEVEL Nte PLAN NAME Highgate NPC CHIM NU ER 2811.500 1SHEET A2*01 F PLAN. SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-C" ON 11x17 PAPER) -- - ---------- OPT. GRIDS PER COMMUNITY SPEC � OPT SIDE ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) z -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SO. FT. SQ. IN. SO. FT. SO. IN. 2463 354672 8.210 1182.240 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SO. FT. SO. IN. OF SO. FT. SQ. IN, LIN. FT. 3.284 472.896 4 4.926 709,344 115 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 oL TRUSS RING ®i 8-D •---------------- T.O. WDW 0 0 _I c 4' BANDING r---------- ...___..----'---------- i � i i i i i i I i i i i lit i OPT. GPoDS PER -OPT. a SAWNG CONMUNTY SPEC REAR ELEVATION SCALE 1/8" = i 1'-0" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) !:Ell: ------._, OPT. GRIDS PER ------------- COMMUNITY SPEC OPT. 4" BANDING SIDE ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-0" ON 11x17 PAPER) .O�TR USS 9'-4' "F L IF 0 T.O. WOW o I 00 19, 0'-0' 'Iil69i�y�1 OIL TRUSS BEARING 9'-4" 8 -D T.O. WDW o� I m J, 0 -0„ m CL N O N I PRODUCT, MANAGER RELEASE DATE: xX xX xxxx FM DWOMM PROJECT TYPE Single Family. SPECIFICATION LEVEL Pulte PLAN NAME Highgate N2811 00 ER SHEET e 1 1•OA. L COVERED LANAI EXT. I I r�CFP W/ FIXTURE r 1 1 I BEDROOM 2 FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-0" ON 1107 PAPER) GATHERING ROOM ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) OC1 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 ®UW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET s4 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 Fe 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) EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR O EP ELECTRIC PANEL (AFCI PROTECTED) ® SMOKE/CARBON F'ilj ELECTRIC METER MONOXIDE COMBO arm DISCONNECT DETECTOR(AFCI PROTECTED) 4 D EMERGENCY LIGHT © THERMOSTAT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET XY GARBAGE DISPOSAL (GFCI PROTECTED) CHIDES E!5 DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TV If �yq 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 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 ELECTRICAL RISER DIAGRAM NOT TO SCALE dooN M 200 AMP 2PH SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT DISCONNECT SWICH AND 1 PHASE MLO ELECTRIC METER IN NEMA PANEL 313 ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ELECTRICAL NOT TO SCALE I I II I 1#4 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL RISER DIAGRAM ALTERNATE PRODUCT MANAGER RELEASE PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Nte PLAN NAME Highgate NPC CHIM NU ER 2811.500 E 1.11 E F— J o 0 o li y A '1d0 I ---------- _ CL Ll Wj T ] A I I < > WI n/10 It - - - '--- �O `'------- O ,i Al/diva '1do[ , i , o M a --------------------- VI Q] i I ,CD ' ZI I ^ ^ ' Lu cm I I , � Q I , . J - -- ---- - - - - - - - - CD I I - - , - LLJ LL 1— , � O ■ u 0-4 - I W <�, �> o O Q I ,I I U UOof oCD y 0 0 J 0 0 0 J L.� FIRST FLOOR ELECTRI SCALE 1/4' = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 1107 PAPER) C7,1 •a • U J ------------ rn a I� 5 I� h I� ,I ' I II ill. Lu I II = U I j o ; o I I e I o J X Q m 1 I 11 '8d0'(1 '1d0 'll '8v0Y1 '1d0 I o 0 i OO I, I AL OPTIONS h—' UU , m ' ` `> o � o �z 1oi9 ui W C) LL M 0 uj N cl- on 'ld0 � U , .,I I , I I , I I , I , I , I , I , I , I , I , I 1 I 1 I 1 1 I , I 1 I I i I , I , I , I , r , r , I I I , I, I` II II I II i , I I I I I I I I I I , I I I I � , 1 ; , r; I ; „ Z nr nu o' n" TYP. SPACING METAL STUD, TYP. TYP. SPACING END NAILS, TYP. ... " -------"------- -- - ... - -... 2x4 WOOD BLOCKING INSIDE METAL WOOD BLOCKING STACKED BETWEEN TRACK, FROM BOTTOM PLATE TO TOP BLOCKED METAL STUDS PLATE, TYP. a TOP OF STACKED BLOCKING METAL STUD, TYP. 2x6 WOOD STACKED BETWEEN BLOCKED METAL STUDS, TYP. WOOD BLOCKING INSIDE METAL TRACK, FROM BOTTOM PLATE TO TOP PLATE A/ -"---END NAILS, TYP. 110V DUPLEX OUTLET LOCATION CHASE OUTLET LOCATION N -H Li Q 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING AL. N.T.S. ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) *wCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER *NP/GFa STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ® UW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INSIDE ADJACENT SINK BASE CABINET SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0' LIGHT FIXTURE - CEILING MOUNT F0" LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD F@ LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT -�- LIGHT FIXTURE / VAPOR PROOF L3 LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) Ci EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT n> OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR O EP ELECTRIC PANEL (AFC3 PROTECTED) �- ® SMOKE/CARBON Et ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR(AFCI PROTECTED) O THERMOSTAT EMERGENCY LIGHT -OPS PUSH BUTTON TELEVISION OUTLET SWITCH CHIDES TELEPHONE OUTLET /0/ GARBAGE DISPOSAL E!3 DOOR BELL CHIMES (GFCI PROTECTED) ,4S GARAGE DOOR 0 WIFI HOTSPOT (, OPENER MEDIA /SWP BOX DATA/TV 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 GRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 1---2" PVC CONDUIT Y 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM TO 1pt-- ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP IMM COMBINATION SERVICE 120-240 VOLT % DISCONNECT SWITCH AND 1 PHASE MLO AMP 200 2PH ELECTRIC METER IN NEMA PANEL Air❑ 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS �D 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE C5 0- (V N S 0 liNiteGroup- PRODUCT MANAGER RELEASE DATE: XX XX XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2811.500 SHEET ##### N N En i it FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-0- (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY c5 N O N r 0 a M O O � Z 0 o O O o � � w x � � PLAN NAME Highgate NPC CHI NU ER 2811.5W SHEET pill A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 71h EDITION. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANCES 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 APPLES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPON901UTY OF THE CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIAITONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACKCHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE, 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE 6. ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-POSITIVENLO6; POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS ---- - ---------------- 10.0 PSF SHINGLE ROOF TC DEAD LOADS - ------ 7.0 PSF TILE ROOF TC DEAD LOADS _ 15.0 PSF ROOF BC DEAD LOADS ________________ 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD ------------ ------- - 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE ------ 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD------____-- 11.0 PSF FLOOR LIVE LOADS _-- ----------- 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD _ -_- 15.0 PSF BALCONY UVE LOAD 60.0 PSF EXTERIOR WD WALL _ ----- 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LMOING ____-__---------------- 40.0 PSF WIND SPEED PER ASCE 7-16 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE 'C' 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT, THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WTH 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, Z ALL FILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8'. CONFORM TO ASTM D 1557. 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. 4. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WLL NOT BE PERMITTED. 5. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6' AND SEALED. D. CONCRETE: 1. CONCRETE SHALL CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. Z DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.); a CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK FILL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER Y OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS 7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 8, PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. 9. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. 10. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. 11. ONE OF THE FOLLOWING METHODS Of CRACK CONTROL SHALL BE USED: a) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1'. ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5' SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0' SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 66 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO- SYNTHEC TIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE )4 TO 2 IX N LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WTH THE MANUFACTURER'S RECOMMENDATIONS, SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WTH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL F 2. 3. 4. 5. 6. 7. REINFORCING STEEL: 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 M GRADE 60. 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. REBAR LAP SPLICES ARE TO BE: CLASS W. MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS- , TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2' G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE LATEST EDHTON OF THE NDS. Z 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 2x4 SPF OR SP NUMBER 2 OR BETTER 016' O.C. MAX. (U.N.O.). 4. INTERIM NON -LOAD BEARING WALLS SHALL BE 2x4 SPF, SP, OR METAL STUDS @ 24' Q.C. MAX. 5, LUMBER IN CONTACT WTH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a,) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 2x4 STUD WALL PROVIDE: (1) 2x4 KING STUD AND (1) 2x4 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 GRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WTH )' 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. B. 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 N UEU 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 M EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. H. PREFABRICATED WOOD TRUSSES: 1. THE 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) D.C. MAX. M AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO, CEILING. 6. PROVIDE BRACING AND BLOCKING PER BCSI-83 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER M OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 8. ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL BE DETERMINED BY THE DELEGATED TRUSS ENGINEER. 9. ALL TRUSS-TD-TRUSS CONNECTIONS, BOTH GRAVITY AND UPLIFT, ARE DELEGATED TO THE TRUSS SYSTEM ENGINEER AND CALLED FOR ON THE MANUFACTURER'S LAYOUTS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 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 WITH UNIT STRENGTH OF 1900 psi MASONRY UNITS SHALL MEET ASTM C 90, GRADE N 1 FOR HOLLOW LOAD BEARING TYPE II MASON ON THE NET AREA (fm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8" x 8" x 16", TWD HOLE, SQUARE END BLOCKS UNLESS NOTED 10• OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE "S" OR 'M'. 11. 4. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 12. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GRDUT. 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. 13, REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWSE NOTED. 7. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 14, 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. J• 10. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND TED 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. 1. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK 14 20" 3' 10" #5 25' 3-3/4" 10" #6 34" 4-1/2' 11" #7 42" 5-1/4' 13" ANCHORAGE: SILLS OR PLATES RESTING ON CONCRETE M MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2' DIA., EMBEDDED 7'. USE 10' LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3%3"0.229' PLATE WASHERS. 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 2'. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON `DTEN HD'. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIRONMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 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' OR SIMPSON 'AT-7. SIMPSON 'AT-V MAY BE SUBSTITUTED FOR SIMPSON SET-XP'. 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' b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON 'TITEN SCREWS'. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET'. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL. PRE -APPROVED SUBTITUTTONS 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 -1ITEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. PRE -APPROVED SUBTITUTRONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON 11TEN HD'W/ MIN. 3 1/4' 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. PLACE ANCHOR BOLTS AT 4' MIN AND 12" MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4" FROM CONCRETE EDGE, AND SPACED AT 24' O.C. MAX. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABMATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS M PLATES, UNLESS NOTED OTHERWISE. OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. WOOD STRUCTURAL SHEATHING: 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 Y4' DIA. HOLE 6" DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36' LONG #5 REBAR WITH SIMPSON TYPE 'SET' EPDXY INTO THE DRILLED HOLE. FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12' LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. IF THE WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX, 16' HIGH AND 4' WIDE AT THE FLOOR. DRILL HOLE AND INSTALL A 32' LONG REBAR AS DESCRIBED ABOVE LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. 2. M159NC 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. Zi 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-r FROM ANY EDGE FOR )2- BOLTS AND 3-r FOR >' AND Y�' BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5' MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24' TO 16'). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TTTEN HD SHALL BE A MINIMUM �2' x 6', OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE "SET" EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6' MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL IN THESE DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2" FROM THE FACE OF THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3' NAILS). WHEN CAP IS GREATER THAN 1 1/2", INSTALL NEW ANCHORS. 4, CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY %- OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN V AND 1 r, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 V, CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WDTH 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'FDR A 2X4 STUD M 2-3/16-FOR A 2X6 STUD), M 60% OF THE STUD WIDTH IN NON -BEARING WALLS (2-1/8'FOR A 2X4 STUD OR 3-5/16-FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4'XII-1/2' SOS SCREWS, FOR MULTI -PLY 2X STUDS USE HSS2--r-SDS3 WITH (12)-1/4'x3'SOS SCREWS, WHERE '}"CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOP/BOTTOM PLATES a. FOR PLUMBING/MECHANICAL UTIUTIES 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'WDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/2-TO THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1-FROM THE EDGE OF THE PLATE, THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS 2'ABOVE/00-OW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2-BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTIUES 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. 1. 2. JURISDICTION SPECIFIC INFORMATION FOR ALL PARTIALLY ENCLOSED AREAS INCLUDING BUT NOT LIMITED T A AN I 0 TIED 0, LANAIS, PORCHES D BALCONIES, 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7' ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1, 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 ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO COMPLY WITH THESE MINIMUM DESIGN PRESSURES. INSTALLATION IN ACCORDANCE WITH THESE REQUIREMENTS WILL COMPLY NTH R703 AND R704. ALL VINYL SOFFIT SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND R704, C. = * �.+ ��` �u, r�� sztsASD Values` , Based 4n 10psfA a Roof Pressures Wall & Soffit Pressures Zane 1 Zone 2 Zone 3 Zone 4 Zone 5 19.2 -34.4 N/A I N/A 19.2 1 -47.5 2.5.8 1 -27.8 25.8 -34.4 Zone 2e Zone 3e N/A N/A Zone 3r N/A N/A 19.2 -47.5 Zone 2n N/A N/A Zone 2r 19.2 -47.5 DESIGN PRESSURE CALCS DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS ,Components and Cladding Pressures s.4*Kzt* . , q D Values Positive Ne ative Width Heiaht Effective ; Pressure Pressure Description Zone (ft) Lftj Area ft2 ls 16070 OHGD --- 16 7 112 21.9 -24.4 3080 DOOR 4 3 8 24.0 24.4 -26.5 6080 SGD 5 6 8 48.0 23.2 -29.3 4010 F VED 4 4 1 4.0 25.8 -27.8 25SH 4 3 S.25 15.8 25.1 -27.2 24SH 4 4 4.1667 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 26SH END 5 6 6 36.0 218 - 30.5 L2) 25SH 3 4 9 5.251 47.3 23.2 - 25.3 opo Fieldstone .. C.O.A# ARCHITECTURE: Q: AA26002802 C.O.A.# ENGINEERING: No. 66 29349 ■ BENJAMIN NIESE, PE +.0 P.E.# 86025 ❑ IAN MCCULLOUGH, PE ST OF P.E.# 80956 08/26/2021 DATE SIGNED At. W *PulteGroupr I RELEASE I DATE: i W PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME ZkW NPC CH NU ER 2811.5W SHEET S0.1 (1) 15 REBAR w/LAP PER COVERSHEET 8" C.M.U. FINISH PER ELEV. OIL -0'-0" 4 •.]:• FINISH GRADE c MONOLITHIC FOUND. W/ (2) 14 DIA, RODS '� - s CONT. ON CHAIRS 9° STARTER ' COURSE _ 1-4' N 2 ST Y ALT. CMU SEAT @ -1Y" FROM TOP OF SLABXORMASONRYWALLFTG SCALE: 1/2'=1'-0 10 1�2° 8' C.M.U. WALL FINISH 3/4' RECESS IN SLAB PER ELEVATION FINISH FLOOR 4' W SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2°=1'-0 RECESS WITH PAVERS 2z AT 24 O.C. MAX 2x P.T. PLATE SECURED TO, SW r/ 3' PONDER ACTUATED FASTENERS CR TAPCONS 0 1 r O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS 012' O.C. STEP PER PLAN XVFL 4" 1i-0n s 1/2" (1) 14 ROD CONT. ON CHAIRS UNO STEP CONDITION THICKENED SLAB 0 GARAGE NON -BEARING) SCALE: 1 /2'=1'-0 CLEAN COMP) PVC SLEEVE -- BEARING SCALE: 1 /2'=l'-0 Q O l'-4' 0 2 STORY A DETAIL B" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) 14 DIA. RODS CONT. ON CHAIRS CMU COL. PER PLAN PAVERS OR SLAB PER SPEC. CONCRETE FOOTING - w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) SCALE: 1/2'=l'-0 3/4' RECESS IN SLAB — FINISH FLOOR SLOPE �s Jr. ' .:.4'. PER PLAN or — #5 REBAR w/LAP PER COVERSHEET LaJ CD J z m Ca o z i M 8' C.M.U. WALL FINISH PER ELEVATON SLOPE •L- _- II MONOLITHIC FOUND. — w/(2) 14 DIA, RODS CONT. ON CHAIRS. 1'-4' 0 2 STORY RECESS WITH SLAB 2x P.T. PLATE SECURED TO SLAB w/ 3' POVER ACTUATED FASTENERS O TAPCONS 016' O.C. OR (2) ROWS 12d GUN NNLS 012' O.C. START SLOPE HERE 2" SLOPE FLUSH CONDITION PENETRATING PVC SLEEVE CMU COL. PER PLAN OIL -0'-0" SLOPE �7 CONCRETE FOOTING ::-;;;: r:.:: w/REBAR AS NOTED ON FOUNDATION PLAN :7— (IF REQUIRED) PER PLAN MASONRY WALL CORNER ON SPREAD F1 SCALE 1/2-4-0 —#5 REBAR w/LAP PER COVERSHEET W 0 Q z m ca o z -� m ' @ IMPACT (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS SCALE: 1 /2'=1'-0 1'-4� 2�STOR POURED CURB FINISH GRADE o —MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS LD DOOR PER SPEC a S PER SPEC PAVERS PER 3" a NESS VARIES) DOOR THRESHOLD SPEC (THICKNESS IL ii VANES)71 '- O SLOPE PER PLAN �'� z ¢- ALT. BRICK THRESHOLD 00 O a . •_• f,J• I n ck: _ r 3Ui MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" :. ,_ , w/(2) 14 DIA. RODS w/{2) #4 DIA. RODS CONT ON CHAIRS 1-4 @ 2-STORY (1) #4 ROD CONT. ON 2x AT 24'O.C. MAX. CHAIRS TYPICAL 3 1/2' CONC. FINISH GRADE SLAB SLOPE 1/2' G.W.B. EA. SIDE .f •y •yl �� 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) }4 DIA. RODS CONT. ON CHAIRS CONCRETE SLAB ON CLEAN COMPACTED ALL 1/8" SAW CUT SAW CUT M I H H NOTE: SAWED JOINT SHALL BE CUT IMTHIN 24 HRS. OF CONCRETE PLACEMENT. TYPICAL SAW CUT JOINT SCALE: 1/2-4-0 THICKENED SLAB EDGE SCALE: 1 /2'=l'-0 (1) 14 REINFORCMENT 4' SEE FOUNDATION PLAN 4' BAR CONT. a CONC. PER SCHEDULE SLOPE TO DRAIN SHOWER RECESS SCALE: 1 /2'=l'-0 12' SQUARE C.N. . COL PER PLAN v� (2) /5 REBAR w/ 25' LAP MIN. > 0 EACH FILLED CELL SLOPE PAVERS OR SLAB PER SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PER PLAN PLAN (IF REQUIRED) w- MASONRYCOLON SPREAD FTG. SCALE: 1 /2'=1'-0 DOOR PER SPEC DOOR THRESHOLD PER PLAN CONT. ON CHAIRS ALT. FLUSH BRICK 1-4 GI►1 MOR DOOR SILL @ DM ENO O THRESHOLD WMOR DOOR SILL @ ENTRY Anaeh SCALE: 1/2'=1'-O SCALE: 1/2'=1'-0 PAVERS TYP. •" " (1) 14 BAR CONT. COMPACTED FILL -PAVER AT CONCRETE GRADE BEAM VERTICAL DOWEL - AS REQ'D IN PLAN LAP SPLICE REINF. PLACEMENT AT FTG. CORNERS SCALE: 1 /2'=1'-0 PER PLAN MONOLITHIC FOUND. #4 DIA. RODS CONT. ON CHAIRS CORNER BAR WITH 25' MIN. LAP SPLICE EACH SIDE. SAME SIZE AS CONT. FOOTING STEEL NUMBER OF CORNER BARS EQUALS NUMBER OF CONT. BARS NUMBER OF REBAR PER PLAN OOO Fieldstone �,•��`�'�pM :� C.O.A# ARCHITECTURE: Qi • • i AA26002802 i o C.O.A.# ENGINEERING: No. 86 C'4 29349 ■ BENJAMIN NIESE, PE • P.E.# 86025 co 4kf P.E.# 80956 i !°COR10' . s+�� El IAN MCCULLOUGH, PE E OF Q/ 08/26/2021 Al. v `` ��,, DATE SIGNED �� 1 T l I I 1 o W1 (V C) 0 U .a. liPulteGrouFr PRODUCT MANAGER I RELEASE I DATE: XX/XX/XXXX PROJECT TYPE /1• 1 79 H SPECIFICATION LEVEL Pulte PLAN NAME Highgate NPC CHIED NU ER 2811.5W SHEET SLO r14 in Is 001 FOUNDATION PLAN a SCALE: 1 /4"=1'-0" sib r 0 o 0 I a o Ln 00 I 1-0 0 M 40'-0" 10'-8" 29'-4" F03C 24"x24"x12" CONC. FTG. w/ S10 #4 BARS 6" O.C. EA WAY o w/ OPT. w/ OPT. SCREEN SCREEN ENCLOSURE ENCLOSURE ___ F11 F11 s1.o s1.o 2-7" " 10'-2" 4'-51/2" B" 7'-0" 8" S-11/2" VERIFY M.O. VERIFY M.O. ------ — ,--I � a-- I Lo o ■ F01 -� S1 A F01 _ o Ti � 1'-21/2" I 2'-11/2" I _ N C r, I VERIFY M.0 N I ■ CJ 0 ■ CJ 3'-01/2" 9" S1A I I - I a -5 1 2 � • CJ o S1.0 CD I• I I I _ F01 S1A • • CJ CJ I Fo1 •- 51.0 I REFER TO ARCHITECTURE FOR ACTUAL WALL LOCATION S1A F+ — — — • ci M SLOPE STARTS I HERE I ■I 2 '-10" I I� VARIES I ■ o r- I 1 ,�, CJ 00 I I S1A F01 I o o W �5 ■ • CJ I F01 S1A I 5 N VERIFY " �; M. o, 3'-4" 51 CJ S1A I � I -- J l�—S1 o L— — VERIFY M.O. VERIFY M.O. 2'-111/2" [8" 7'-0" 8" 2'-111/2' 4'-3" 1'-9" 8" 14'-3" 21'-6" 40'-0" L L r Al = M 63 Ln I i LEGEND SYMBOLS m 8x8 FILLED CELL W/ #5 REBAR FM-F2-1 8x8 FILLED CELL W/ (2)15 REBAR @ INSIDE FACE ❑O 8x8 FILLED CELL W/ NO REBAR REQUIRED <9 45' CMU - ALL CELLS W/ #5 REBAR Al 12x12 FILLED CELL W/ (4)-15 REBAR ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DETAIL INDICATOR FLOOR SLAB NOTES: 3 1/2" 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6" AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN 1" SHAPED SLAB. REENTRANT CORKERS 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 opo Fieldstone `% . C.O.A# ARCHITECTURE: 1 Qi AA26002802 C.O.A.# ENGINEERING: 0.8 29349 ■ BENJAMIN NIESE, PE .0 ;• a,+ P.E.# 86025 ❑ IAN MCCULLOUGH, PE STATE P.E.# 80956 R A Rku 08/26/2021 DATE SIGNED JALlilt O [V CL 0 U *PulteGroup- vz v o Cr� M 00 0 � C/� n ,...a r1 O c lr ' O x � w PRODUCT MANAGER RELEASE PROJECT TYPE I Single Family Pult J FPLAN NAME iehoate NPC CHILD NUMBER 2811.500 SHEET siol WALE BASE PEAK SCALE: 1 /4"=1'-O" 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 V NOMINAL BEARING PER END ® LINTELS OR AS REQUIRED BY MANUF. (NOTE:MOST MANUFACTURERS REG. 8' BEARING 0 SPANS > 12'-4') 3, LINTELS WITH A CLEAR SPAN LONGER THAN 12'4' SHALL BE PRESTRESSED. 4. BOND BEAM ELEV = 9'-4" U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4' FOR ALL LINTELS 28' OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY F16-1B/1T LL QUANTITY OF 15 REBAR AT TOP NOMINAL HEIGHT NOMINAL WDTH #5 REBAR AT TOP MIN. (1) REQD - �W 1-1/2" CLEAR CMU <o Z GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY l 7_5/8�l BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VANES) 8" NOMINAL WIDTH LEGEND DETAIL INDICATOR zzX LINTEL OR WOOD HEADER DESIGNATION ALL WOOD HEADERS TO BE (2) PLY U.N.O. HEADER SCHEDULE U.N.O. OPENING SIZE HEADER REMARKS UP TO 3'-4' DOUBLE 2x6------- S-5' - 6'-0' DOUBLE 2x8 ------ 6'-1° - V-6" DOUBLE 2x10 2 JACK STUDS, EACH END. N-i - 12'-6' DOUBLE 2x12 (2) JACK STUDS. EACH END. #5 REBAR IN VERTICAL GROUT FILLED CELL MITER LINTELS BY FIELD ROUGH OPENING CUTTING ' BELCIW � #5 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL #5 BAR AS SHOWN e d PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAIL w/ COLUMN BELOW Ku. Fieldstone .:,\`��p'M' C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 N BENJAMIN NIESE, PE P.E.# 86025 0 IAN MCCULLOUGH, PE P.E.# 80956 08/26/2021 DATE SIGNED No. 6v, SF ORIOp' At.10 0�� a c c IkPulteGroup- PRODUCT MANAGER RELEASE DATE: Xx XX XXXx � w PROJECT TYPE Single Famfl SPECIFICATION LEVEL pwte PLAN NAME Hi h ate NPC CH NU ER 2811.500 SHEET S2*1 ROOF FRAMING PI_u,N GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS, 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL 3. ALL INTERIOR CEIUNG SHEATHING TO BE GYPSUM. 4. REFER TO DETAILS FOR ALL WALL SHEATHING REQUIREMENTS. ALL OTHER SHEATHING TO COMPLY WITH MINIMUM CODE REQUIREMENTS U.N.O. IN THESE DRAWINGS. 5, FLOOR SHEATHING (IF APPLICABLE) SHALL BE %" MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHNG TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. & PROMDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERIWSE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE METAI6. 2. ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600, By MULTI —PLY TRUSS REQURE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND DETAIL INDICATOR CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURERS PROFESSIONAL ENGINEER. 00o Fieldstone C.O.A# ARCHITECTURE: Qi •' AA26002802 • C.O.A.# ENGINEERING: 2 L 29349 0 BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE P.E.# 80956 08/26/2021 DATE SIGNED ATE O AI. 0� *PulteGrouy- allow" I RELEASE I DATE: XX /XX /XXXX H PROJECT TYPE I Sinde Family I S�+,� TION LEVEL I PLAN NAME Hi h ate NPC CHI'M NU ER 2811.500 SHEET S301 r 71 111 IN 1 , rg h 1' I : . h,. 1 4 r -:•:1 111 .`/ '► 1' /fir a 1 •:• DETAIATTYPICALT=v# HR <A 1w ROOF TRUSS ON MASONRY Scale: 1 /2"=1'-0" 20 BLOCKING AT 2'- O.C. w/ (2) 12d TOE EACH END TO TRUSS Fie Name: RWM-010 RAL IG SEE PLAN ACHMENT INEERED AT 24" O.C. BOND BEAM PER ` SHEATHING PER PLAN PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" MAX. GAP FROM TOP OF 8" CMU WALL. SEE PLAN FOR VERT. REINF• WALL TO BOTT. OF BLOCKING WALL BRACING AT NON -BEARING EXTERIOR WALL n V I 1 "•'S (8) 10d NAILS EACH (4) 1 /4" 0 c 2-1/4' W ENGINEERED WOOD ROOF TRUSS AT 24" D.C. MAX. CMU WALL SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 CONDTIONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. J. NOT ACCEPTABLE ON MULTI —PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. rR13 MISSED TRUSS STRAP pWNNEMN)AIR (TYPICAL CMU WALL STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 20 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6' USE ONE 2x4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4' USE (2) 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. 20 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d @ EA. OUTLOOKER 20 OUTLOOKER PER DRAWINGS 20 FASCIA r'M CLAN 20 BETWEEN EA.---/ OUTLOOKER w/(2) 10d TOENAILS _ EDIMENT BLOCKING @ GABLE VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN MIN. 9" LONG 20 GA. FLAT STRAP w/ (8) 10d SHEATHING PER —OR- PLAN. 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. Q11104ALLEY SET OVER FRAME PRE-ENGINEERED ROOF TRUSSES @ MAX. 24" O.C. 10 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. VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER —OR— (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW 2x4 BLOCKING AT DIAGONALS ONLY. 2z4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH ATTACH AT EACH END w/ (2) 12dTOENAILS. END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING 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. 2x4 LADDER FRAMING AT 24' O.C. REQ'D AT 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE OVERHANGS GREATER THAN 12". ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, SIDE OF BLOCKING. TOP CHORD w/ (2)-16d NAILS AT 24' O.C. NAIL TO OPPOSITE SIDE OF BLOCKING, CONT. 20 w/ (2) 12d NAILS STRUCTURAL SHEATHING 2z6 DIAGONAL BRACING w/ (5) lOd COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE PRE-ENGINEERED WOOD 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. O.C. @ APPROX. 45—DEG ANGLE, TRUSS ANCHOR 3 1. AT VERTICALS 3'—fi" TO 6'—fi" USE ONE 0 SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP SEE CONN. CHART 2x4 'L' BACK. NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. BOND BEAM PER PLAN 2. AT VERTICALS OVER 6'-6" TO 8'-4' (2) SIMPSON A23 w/ (8) 10d x 1-1/2" USE (2) 20 "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 ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2'x2° PL_ WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w 12d's AT 4' BEAM PER PLAN. FOR RAKED BEAM AT VAULTED / O.C. CONDITION, SEE PLAN AND DETAIL. / CONT. 2x4 20 NAILED FLAT TO TOP OF BRACE ('T' CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN 2x6 NAILEDTOP STRUCTURAL NAILS @ 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER NAG. FIELD NAILING / BRACE SPLICE SHOWN PER PLAN \ 2z4 BLOCKING AT 48" O.C. - \ 3 TRUSS BAYS FRAMING 2x6 NAILED @ BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 GABLE EN�DT RUS�SB RACING DE�tl GABL —FASCIA x SEE ARC{ 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 2x4 DIAGONAL BRACING w/ (5) 12d THE DIAGONAL AT MID HEIGHT AND TO THE COMMON NAILS TO BLOCKING AND BLOCKING BELOW THE ROOF SHEATHING w/ TO THE "L" BACK. UNLESS NOTED (5) 12d's AT EACH END. IN ADDITION TO OTHERWISE ON PLANS, PROVIDE THE SECOND DIAGONAL, A STRONGBACK IS ONE BRACE AT THE PEAK AND THE ALSO REQUIRED AT THESE VERTICALS AND REMAINDER AT 48" O.C. DIAGONALS MUST BE ATTACHED TO EACH "L" BACK OVER 8'-0" MUST HAVE AN WITH (2) 12d's AND ONE SIMPSON H2.5A ADDITIONAL "T" BRACE ATTACHED OR ONE LISP RT5 CONNECTOR. TRUSS ANCHOR 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 STRONC3ACKS w/ 12d's AT 6" O.C. NOTCH BE THE DIAGONALS LENGTH MINUS "L° BACKS AT TOP AND BOTTOM. 12' FROM EACH END, R09B DUTCH HIP GABLE TRUSS BRACING DETAIL "X" = 10% "X" = 10% HOUSE WIDTH � ® HOUSE WIDTH WOOD 0 0 RIDGE GABLE END �I BOSTON HIP 0 RIDGE—/ — Q1 GABLE END GABLE "X" = 10% OF HOUSE WIDTH 3 00 7 x / / 2 C(D RIDGE 0 HIP X- .k-I� 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" = 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, NUILS: * DESIGNED WITH ENGINEERING 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS —TYPICAL. RATIONAL THAT MEETS ASCE7-16 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 Lm VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. 20 PURUN @ EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN w/ 10d GUN NAIL @ 8" O.C. 2x4 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. CONL 2x6 w/ (2) IZd NAILS � STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d @ 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 NALS. 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'—O" USE (2) 2x4 'L' BACKS. NAIL "L' BACKS w/12d 012'0.C.(NOTCHED 0 TOP w/2-12d TOENAILS "L' BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLAN—J PARTIAL GABLE END TRUSS DETAIL R09C "Y PARTIAL GABLE C c a COO Fieldstone ,11111111/ E S+ C.O.A# ARCHITECTURE: i AA26002802 C.O.A.# ENGINEERING: 0.8602 _ 29349 E BENJAMIN NIESE, PE — P.E.# 86025 ❑ IAN MCCULLOUGH, PE STATE OF P.E.# 80956p�O08/26/2021 `�►`� DATE SIGNED *PutteGroup- po lei S o ~� !V c3� o O o c'n' O MM "4 L\ - w coo a 0 v O � �1 � W o � w 0 PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL Pt lte PLAN NAME Highgate NPC CHI'ED NU ER 2R1.5W SHEET S41 0 0 0 0 0 0 0 0 0 0 0 0 o---NOTE: ° ° ° ° 0 SHEATHING PROVIDE BLOCKING EDGES. AT ALL ° o o ° ° 0 ° ° All 12' IN ° ° ° SPACING AT FIELD ° o EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" SHEATHING 8d 3' O.C. 3" O.C. 12' O.C. ALL EDGES SINGLE NAIL EDGE SPACING 1/2 s DOUBLE NAIL EDGE SPACIN( `-2x4 BLOCKING NAgISHEATHING SPLICE -SANE THICKNESS AND STUD SPACING PER PLAN—/STRUCTURAL SHEATHING PER PLAANN STRENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL TOP PLATE CONNECTOR: (2) SDWC15600 SCREWS @ EA STUD DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUC 2X P.T. SOLE PLATE w/ 1 /2" DIAM. ANCHOR BOLTS (10 + 2) AT 32" O.C. MAX. w/7" EMBEDMENT OR 5/8" DIA. EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN. OR 1/2" DIA EXP. BOLTS AT 24" O.C. W/1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB w/ 30 PLATE WASHERS W10 STUDS AT 16" O.C. EATHING PER PLAN TOM PLATE CONNECTOR: SDWC15450 SCREWS @ EA STUD - REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION OAD BEARING WALL w/UPLIFT EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16' NALL 8d 3" O.C. 3" O.C. 12' O.C. SHEATHING EDGES h11 W02AABLE END SHEATHING DETAIL AT CMU WALLS USE 2z 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 1501. 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. 1x P.T. SHIM (2) SDWC15600 ® TOP OF JACK STUDS, U.N.O. 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. SHEATHING PER PLAN - 2x STUDS AT 16" O.C. - (3)SDWC15450 0 BOTTOM OF JACK STUDS, U.N.O. - NAILING PER PLAN - UPLIFT NAILING PER PLAN CRIPPLES AS REQ'D HEADER PER PLAN, (2) PLY MIN. AODTIONAL JACK STUD AND CONNECTORS REQUIREMENTS PER PLAN. FASTEN WALL SHEATHING AT 3" O.C. ALL AROUND OPENING — T 1— TI— II II II II II II II II II II II II II II NOTE: TYPICAL FOR EXTERIOR BEARING WALLS FRAMING TO BE 20 U.N.O. ON PLANS MY PIC�LF�R ME�DB EA RINUWN L l J 0"-16" MAX, GAP � \ vv VV •L / 2x4 FILL w/ 2' MAX. GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. 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 STRUCTURAL SHEATHING. DETAIL. REFER TO STRUCTURAL SHEETS FOR NAILING &_ INSULATION AS WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE rlRNATE OTHER REQ. PER SPECS. FASTENER MUST EXTEND THROUGH lz SHIM INTO BASE MATERIAL ARCH TOP 12 PER PRE-ENGINEERED ROOF PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. TRUSSES. REFER TO ELEV. TRUSS MFGR, DRAWINGS. ARCH FRAMING DETAIL ROOF SHINGLE W13 (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS REFER TO PLAN LJ FASCIA PER COMMUNITY SPEC SOFFIT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING w/ PRECAST SILL PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS EXTERIOR INTERIOR IIII SEE STRUCT. DETAILS FOR VARIATIONS 3 o Alf-,0-0 �I II —FINISHED GRADE MONOLITHIC FOUNDATION, SEE El STRUCTURAL DETAILS FOR WIDTH, DEPTH & RONF. REQ. 14 TYP 1-STORY WALL SECTION W31 K �I REBAR, CONT. IN ID BEAM D BEAM PER PLAN REBAR VERTICAL PED 25" MIN. U.N.O. REBAR VERTICAL IN 1D FILLED CELLS, E PLAN). REBAR VERTICAL 'PED 25" MIN. U.N.O. 5" CLEAN OUT AT ALL FD CELLS. FOUNDATION PLAN I DETAILS FOR FOOTING JFORCING. IU LMF I IrI\,ML) TYPICAL�FIL�LED�CE�LLDETAIL W19 15 REBAR w/ A,C.I. STANDARD HOOK AT TOP. LAP PER GENERAL NOTES. --A BOND BEAM TOP COURSE LINTEL OVER OPENING W18 MAY VARY, SEE PLAN 8' KNOCK OUT BLOCK w/ 15 BAR GROUTED SOLID 15 VERTICAL BAR IN GROUTED CELL. 8' CMU WALL LAID IN RUNNING BOND. TEPPED BOND BEAM OVER LINTEL (2) SDWC15600 PLATE TO TRUSS, U.N.O. 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 LSTA24 w/ (18) 10d NAILS U.N.0 - CENTER ON BOTTOM HEADER CONNECT WALLS PER W10 DETAIL 2z STUDS AT 16' O.C. (3) SDKI5450 @ BOTTOM Of KING/JACK, U.N.O. - TRUSS BOTTOM CHORD PER MANUF. @ 24" Q.C. �— (2) SDWC15600 TOP PLATES TO EA HEADER PLY ADJACENT TO EA TRUSS, LINO HEADER PER PLAN, (2) PLY MIN. ADDITIONAL JACK STUD AND CONNECTORS REQUIREMENTS PER PLAN. NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING. FRAMING TO BE 2x4 U.N.O. ON PLANS. IF CRIPPLE STUDS ABOVE HEADER, CONNECT CRIPPLES TO TOP PLATES & HEADER w/ (1) H2.5A. opo Fieldstone . IIv . C.O.A# ARCHITECTURE: i AA260o2802 C.O.A.# ENGINEERING: PHI 0. 29M9 _ ■ BENJAMIN NIESE, PE P.E.# 86025 ❑ TAN MCCULLOUGH, PE 0 STATE Q! P.E.#80956 ����'•• iOp `��� 08/26/2021 ���!`4�ONAl- DATE SIGNED *PulteGrouFr PRODUCT MANAGER --1 IRELEASE I nnrr. vv /vv /vvvv PROJECT TYPE I'1♦ y 79 SPECIFICATION LEVEL Me PLAN NAME Hi h ate NPC CHIn NU ER 2811,5W SHEET S492 e - .., ,t114-A_L.Y:_.y U .-AA- , I .. -_.. _ _ _ _.....- _ _ -- I , d., _ _ I Is .i 1:.1� :1 .. i ,1 _ 9 INE FNO 1l1= UCKATTAt21 w. 1x CUBTaII P.T. BUCK TOMASOrA'l 1xW100D MATCH FRMEWUrK ATUCMijTKkU@f 1xP.T.BUD( FROM ENDS NO 12" 0A Uffiffil,ATTACH WN XW TMfIV 8UC(N10 MASOIiRY PBH RM ATTACH WNDO➢Y PER PA01T APPROVAL FLAIHDAPRODOCT APWAL ALTERNATE: SLIGOIE SMAM the OR (H 61IR LKO MMASONRY BULT•LPIHCIOM <21(4' =114"P)x4' FNOPERSIVA10 TAPMIlIf FRIXIENDSSANDIMA FE ANDl31, 01116 ROEMOI T TYPICAL WINDOW ATTACHMENT DETAIL N.T.S. rr► TYPICAL DOOR ATTACHMENT DETAIL Scale: N.T.S. Ft,• Na : WGM -140 lKT4A'1140M <21#= lWx4• TAPOONS O O FROM EFOS AND it O.C. 1EMARM w/i i/• BEEMM MATCH WAwMKATTACHril9'WAS Q4' RIONHDBAID L?OC tEMANM ATTACH DOORTMIlul NMMAWNPBi11ORIA PRQOUCTAPPROVAL WTALL1100 DItsBARSANDLAPWTO R19 CEM AT EI0 OF OP84tlti W A00IIOq(btNLO MPERPLAN 51110NDBEAM RE K OOHIILX)DLLS THRO OWITLBEMIASS'F M LRi LAPVMTOP I13 L #9 $11Ai 3w/ (F KM PEST PLAN SWIW P6I CW (-COW UNR EIW FER Mq ELEVATION VIEW TYPICAL CAST -IN -PLACE CONCRETE LINTEL DETAIL File None: WGM-150 5.II"; jut-Efltml �I 0 M 111 Sttt ► «r _► t r I/Zxr1!8MTS0flWxrSM �..1OHDIlliftANNATMIX& t t :► t ► • ,. : '1 r tI► ► « M M M ■ M FRNETOMASprIY TYPICAL GARAGE DOOR ATTACHMENT N.T.S. :1 a 't t ""► a j:t :► i.' 1411 �y ► ► t+ ri r t V' ►t r t i/i%// Nil��i i 1 ► 1 . ti 11' x 21/? HY.TI 3Z E ANp'IOR (RW N.MN.11/?REBID1(TO MABONRYp► arAw ► r� cc O a N I (V T t T 8' LINTEL 1T LINTEL SECTION VIEW A -A Fie None WGM-160 Scale: Fie Nanw. 1 /2"=V-0" WGM-220 8F12-08/1T MWOM $F16-0B/1T 8F20.08/1T SF24-W/1T 8F29.0811T 8F32-ts/1T BFB-OB/1T 8E8-OB/1Tw/ RECESS Max 0ear $pan (5) IF&18/1T 8F$-18/1T w/ RECESS SF12-0/1T 8F1&1B/1T 8F2D-1B/1T BF24-18/1T SF28-18/1T 8F32-1B/1T 8"x8" COIL BEAM w/ 8" x8" CONE BEAM w/ (1) #5 8"x12" CONC BEAM w/ 8"x16" CONC BEAM w/ 8"x20" COME BEAM w/ $"x24" CONC BEAM w/ Erx2$" CONE BEAM w/ 8"x32" CONC BEAM w/ Y<SS4' (1) #5 BAR TOP/ (1) #4 BAR TOP/ (1)#4BAR (1)#5BARTOP/(1)#4 (1)#58ARTOP/(1)#,4 (1)#5BARTOP/(2)#4 (1)#5BARTOP/(2)#4 (1)#SBARTOP/(2)#4 (1)#'3BARTOP/(2)##4 BAR BOTTOM.. ##3 BOTTOM. ##3 STIRRUPS @ 4" BAR BOTTOM.. #3 BAR BOTTOM. #3 BARS BOTTOM, #3 BARS BOTTOM, #3 BARS BOTTOM. #3 BARS BOTTOM. ##3 S71 RRt}PS @ 4" O.C. O.C. STIRRUPS 5" O.C. S n RF4JPS 7" O.C. STIRRUPS @ 9" O.C, STIRRUPS 1W O.C. STIRRUPS 12" O.C. STIRRUPS 14" O.C. 8"x8" CONE BEAM w/ 8"x6" CONC BEAM w/ (1) ##5 8"x12" CONC BEAM w/ 8"x16" CONC BEAM w/ 8"x20" CONE BEAM w/ 8"x24" CONE BERM w/ 8"x&' CONC BEAM w/ 8"x32" CONC BEAM w/ 4, < 5 s T (1) #5 BAR TOP/ (2) #4 BARSTOP/(2) #5 BARS (1) #5 BARS (1) #5 BARS TOP/ (2) #4 (1) #5 BARS TOP/ (2) #5 (1) ##5 BARS TOP/ (2) #5 (1) ##5 BARS TOP/ (2) ##5 (1) #5 BARS TOP/ (2) #5 BARS BOTTOM. ##3 BOTTOM. #3 STIRRUPS @ 2" TOP/BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM_ #3 BARS BOTTOM. ##3 BARS BOTTOM. ##3 BARS BOTTOM. #3 STI RF' WS @ 4" O.C. O.C. STI RRUPS @5" O.C. STIRRUPS @ 7" O.C_ STIRRUPS 9" O.E. STIRRUPS 10" O.C. STIRRUPS QD 12" O.C. STIRRUPS 14- O.C_ CONTACT E.O. R. FOR CONTACT E.O. R. FOR 8"x12- CONC BEAM w/ B'°x15" CONC BEAM w/ 8"xW' CONE BEAM w/ VW4" CONC BEAM w/ 8"x28" CONE BEAM w/ 8"x32" CONC BEAM w/ r It 512`-8" CONCRETE BEAM CONCRETE BEAM DESIGN (2) #5 BARS Ili #5 BARS TOP/ (2) #5 (2) #5 BARS TOP/ (2) #5 (2) #5 BARS TOP/ (2) #5 (2) #S BARSTOP/ (4) #5 (2) #5 BARS TOP/ (4) DESIGN TOP/BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM. ##3 BARS BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM. #3 STIRRUPS @ 5"0.C. STIRRUPS @ 6" O.C. STIRRUPS @ 9" O:C_ STIRRUPS @ 10" O_C. STIRRUPS 12" O.C_ STIRRUPS Lw 14" O.C. CONTACT E.O. R. FOR CONTACT E.O. R. FOR CONTACT E.O. R. FOR 8"46" CONIC BEAM w/ EWD" CONC BEAM w/ 8"x24" CONC BEAM w/ B"x28" CONC BEAM w/ +9"x32" CONC BEAM W/ 12'8"<S 5 21'-4" CONCRETE BEAM CONCRETE BEAM DESIGNDESIGN(2) CONCRETE BEAM #5 BARS TOP/ (4) #5 (2) #5 BARS TOP/ (4) #5 (2) #5 BARS TOP/ (4) #5 (2) #5 BARS TOP/ (4) #5 (2) #5 BARS TOP/ (4) DESIGN BARS BOTTOM. ##3 BARS BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM ##3 BARS BOTTOM. #3 1 STIRRUPS OWO.C, STIRRUP5 9'° O,C. STIRRUPS 10" O:C. STIRRUPS 12" O.C. STIRRUPS 9 14" O.C. 8" LINTEL PER PLAN �e 22A Scale: Fie Name: 1 /2"=1'-0" WGM-221 PRECAST LINTEL GRAVITY LEAD TABLE M/291 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST CRETE, LOT rS CON CRE F, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. U NTEL LENGTH MAX CLEAR OPENING TYPE A 8" LINTEL 8" TYPE B 8" TYPE C 12" TYPE B 12" 1YPE C 14" TYPE B* * 14" TYPE C** 115' TYPE B 1G' TYPE C 2W TYPE B 2U" TYPE C 24" TYPE B 24" TYPE C 28" TYPE B 28" TYPE C 32" TYPE B 32" TYPE C T 10" 116" 2231 3069 3719 3280 5163 6607 8054 9502 lam 3069 46M 5206 6113 7547 8974 1000D 10000 3 r X 2" 2231 3069 3719 3280 5163 6607 8054 9502 U600 3069 4605 5206 6113 7547 8974 10000 1m00 4 all 2' B" 1783 2561 2751 32M 38M 4s90 5961 7034 8107 2561 4605 1 5206 6113 7547 8974 10000 10m0 3'2" 1343 1969 2110 2992 2931 3756 4576 5400 6224 1969 4375 5206 6113 7029 8672 1000D IDmO .1 r V e M7 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 I= 5' 4" 4' 0* 1006 1349 1438 1716 1999 22560 3132 3686 468 2349 3090 4567 5365 4766 5817 7074 8203 5' 10" 4'9* am ills 1173 1600 1631 2090 2549 30M 3470 2105 2622 4242 436D 3942 4889 5917 6662 6 IV 5'2" 710 1232 2177 373E 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 -1 IV 6 2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 21M 2632 3898 5661 4742 %01 7'0" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9' 4" 8' 0" 416 699 1160 N/A 1625 2564 3436 2818 33a2 699 1245 N/A 1843 25M 3486 2964 3387 Sfl' 6" 9 2* 354 535 B90 N/A 1247 2093 7M 2163 25% 53S 1054 N/A 1533 2093 2781 2259 2615 11'4" 100" 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12'0" icy 8" 292 525 973 N/A 1254 1664 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 Iry 21.2. 277 471 755 N/A im 1429 iffi8 2316 2aa3 471 755 N/A 1075 1428 1838 2316 2883 V4" 12,Ul 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 10M 1429 1838 2316 2883 14' (r 12'8" 239 424 705 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1329 1697 2127 2630 IN am 13'4" N/A NA NA NA NA NA WA NA WA N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 15'4" 14101 N/A NA NA NA NA NA NA NA WA N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 174" 16'0" N/A NIA N/A N/A N/A N/A NIA N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19'4" Isla" N/A N/A N/A N/A NIA N/A N/A N/A N/A N/A 420* N/A 750* 950* 1177* 1415* IM* 20'0" 18'8" NIA N/A N/A N/A NIA N/A NIA N/A N/A N/A 340* N/A 59B* 845* 1114* 1345* 1468* * PRESTRESSED ** 8" W/2" RECESS U-LINTELS hge A- Unfilled noRebar•Type B- Continuous Grout. Steel ner Plan inBond Beam Dn : TvDe C=ContinousGrout. Steel ner Wan in Bond Beam &Untel Max Char Span (S) 012F8-2B/2T j 12F12-28/2T CONNECTOR FASTEN ERS ALLOWABLE LOADS QTY TYPE GRAVITY Ibs 1.0 UPLIFT (Ibs) @ 1.6 LATERAL Ibs @ 1.6 META16 8 0.148"xl-1/2" -- 1450 F1:340 F2:770 HETA16 9 0.148"x1-1/2" - 1810 F1'340 F2: 770 (2) META16 1- L 10 0.148"xl-1/2" -- 1875 F1:680 F2:770 (2) META16 14 0.162"x3-1/2" -- 1795 F1:1285 F2:1080 (2) HETA16 1- I 10 0.148"xl-1/2" 1920 F1: 680 F2 : 770 (2) HETA16 - 12 0.162"x3-1/2" -- 236S F1:1350 F2:1430 HSTM16 8 0.1481fx1- 2" 1110 F1:120 4 1/4"xl-3/r TLten 2 F2: 90 MTS12 14 0.148"x1- 2" -- 990 -- HMTS16 14 0.148"xl- 2" -- 990 -- HTS16 16 0.148"xi-1/2" -- 1310 - HTS20 24 0.148"xl-1/2" -- 1310 -- LSTA12 10 0.148"x2-1/2" -- 925 -- LSTA18 14 0.148"x2- 2" -- 1235 -- LSTA30 22 0.148"x2-1/2" 1640 -- WTA30 22 0.148"x2- 2" -- 2050 -- MSTC52 62 0,148"x3-1/4" -- 4735 -- MSTCM40 10 491x2- 4" Titen 2 -- 28DO -- 14 0.148"x3-1/4" MGT 22 Q148"x3" -- S F1: 775 1 5/8" ATIR F1525 VGTR car L 1 5 8" ATR -- 2225 F 1: 650 16 1/4"x3" SDS F2: 630 VGTR/L 2 5/8" ATR -- 5545 F1: 650 32 4"x3" SIBS F2: 630 VGT 1 5 8" ATR -- 4940 F1:1185 16 1/4"x3°` SDS F2: 590 (2) VGT 2 5/8" ATR -- 7185-2pLy I F1:1185 32 1/4"x3" SDS F2590 I3TTlZ 1 8 1/2"ATR 4"`x3" SDS 1825-2x4rnin 2145- 2 2x4min - HTT4 1 5 8" ATR -- 3610 _- i8 0.148"x3-1/2" HITS 1 5 8" ATR -- 4670 -- 26 al48"x3" HTT5KT 1 5 8" ATR -- 5445 - 26 SD #10x2-1/2" ABU44Z 1 5/8°' ATR 7570 1900 -- 12 0.162"x3-1/2" A�U66Z I 5/8" ATR 18205 2475 -- 12 0.162"x3-1/2" H2.5A 10 0.131"x2-1/2" -- 565 F1:110 F2:110 H 10A 18 0.148"xl-112" -- 1340 F 1: 565 F2:285 H10A-2 18 0.148"x1-1/2" -_ 1080 F1:680 F2 : 260 HUC48 14 1/4"x2-3/4" Titen 2 3500 1135 r> 6 0148"x3" WS26 4 0148"x3" 865 1165 - SPEi4 12 0.148t'x1-1/2" -- Side: 640 -- Center :1.2&} DTC dips 4 3/16"x2-3/4" Titen 2 -- -- FI : 85 2 0.131"x2-1/2" F2:135 A35 12 0.131"xi-1/2" >_ - F1:650 F2:670* SDWC15600 1 SDWC:15600 -- 615 F1:130 F2: 225 SDWC15450 1 SDWC15450 -- 295 F2.150 i i x!1 2 x16" CONC iEAM 12"x2U'CONC BEAM i CONC s+ i•TOP/ i♦ #4 i• #4 BAR , BARTOP/ #4 !!' f #4 BARS TOr BOTTOM. #3 BOTTOM. #3 STIRRUPS @ 3 #5 BAR BOTTOM. #3 (3) #5 BARS BOTTOM. (3) #5 BARS BOTTOM. STIRRUPS 31, O.C. O.C. STIRRUPS 7" O.C. STIRRUPSBAR #3 ) • ' E.O.R. •' i ♦ 3 • CONCRETE BEAM i t12 x16" CONC BEAM i i A RS TO t i. s i BARS �i r BARS " f , BARS • * ♦ �. r r !iOTT i. M. r 7 ESIGN O.C. •• i D.C. • O.C. ,.,• _ BEAM CONTACT I CONTACT E.O.R. FOR 12 X16" CONC BEAM 12"x2O" CONC BEAM w/ (2) #5 BARS TOP/ .. CONCRETECONCRETE BEAM ` 11 BARS TOP/BARS TOP/ BARS BOTTOM. DESIGN BOTTOM.BARS BOTTOM.STIRRUPS • i• STIRRUPS r e r O.C. O.C. 17 LINTEL PER PLAN Seats: 1 /2"=l'-O" Fie Nave: WGM-222 ��t1t1111/Y Fieldstone C.O.A# ARCHITECTURE: AA26002802 Z C.O.A.# ENGINEERING: Q• 86025 29349 BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE ST IF 4W P.E.#80956 ORi©p ,• `# 08/26/2021 DATE SIGNED *PutteGroup- PRODUCT MANAGER RELEASE F SPECIFICATION LEVEL Pulte PLAN NAME High ate NPC CH17M NU ER 2811.5W SHEET 54.�.1 rd J 17 �