The URL can be used to link to this page

Home My WebLink About6200 Bradford Woods Dr�,I%4.1i ,�4 4 u'. # f f rt 4 � C®p. ; = i{ ' } � �� U `�`` wr� Ite 'i APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE 38 > -11 40 -11 - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL -2017 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB LOT SPECIFIC AREA TABLE &W&V& &Wrffi Description TOTAL GO.01 Cover Sheet :CONDITIONED SPACE GO.02 General Notes A1.11 1st Floor Plan CMU-1ST FLOOR BASE PLAN 1044 S A, 2, 2nd Floor Plan CMU-2ND FLOOR BASE PLAN 1342 SF A2.01 Front Elevation &Details Side & Rear Elevations & Roof Plan 2386 SA2.02 :NON -CONDITIONED SPACE E1.11 1st Floor Electrical Plan CMU-2 CAR GARAGE 419 SF E1.12 1st Floor Electrical Options CMU—COVERED LANAI 200 SF El-21 2nd Floor Electrical Plan CMU—FRONT PORCH FM1 OR C1 OR C01 21 SF E122 2nd Floor Electrical Options 640 SF P1 11 1st Floor Plumbing Plan P1,21 2nd Floor Plumbing Plan 3026 SF SO.OA S 1.OA S1.1A S1.2A S1.2H S2.OA S2.0e S3.OA S3.0B SIOD CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 } i rs oor Plate Height " —4 Plate Height itchen Layout Choices ayout 1 '. aundry Layout Choices ayout 1 Additional Hose Bib Location ear x erior hrst 11oor Wall MU Exterior Wall x error Second 11oor Wall x4 Exterior Wall lex Room Ceiling Choices lat Ceiling lex Room Choices 3edroom 5 arage Bay Choices —Car Front Load arage Handing Scrage Left arage Water Heater Choices lectric Water Heater arage to House Entry P.,,,- Stepped Entry Owner's Bath Layout ChoicesOwner's Bath Layout 1 Owner's Suite Ceiling Choices lat Ceiling overed Lanai or Uncoveredovered Patio ath 3 Shower Choices Shower oyer Entry oor wing Door Swing In LOT SPECIFIED PLAN INFORMATION Wind Speed Choices Wind Speed 140 igVelocity Hurricane one on High Hurricane onfiguration Choices onfiguration B CustomerName Market Home, 6871-02001 Address 6200 BRADFORD WOODS DRIVE ZEPHRYHILLS IFIL 133542 Community 6871 JOAKS OF PASCO 6871-02001Ei ---- �00 Mo ? t'J v� �o 0 ,00 Q � d1 Cn U V 0 r—' w 0 i� r C� N *Pu O N O � 00 w i v O a, N Q 4 -A O w U-) 0 as w O PRODUCT MANAGER RELEASE DATE: XX%XX/XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET GO.01 GENERAL NOTES GENERAL NOTES VENTILATION / ATTIC ACCESS — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — DO NOT SCALE DRAWINGS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES — 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 VENTS ONLY PER R806.2 — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE —MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 DRYWALL — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC — %" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS TERMITE PROTECTION LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING ACCESSIBILITY — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS It PuSHALL BE ISSUED TO THE BUILDING DEPARTMENT — SOIL TREATMENT, BAITING SYSTEMS — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR CM,e r tPoWtU AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER WITH A TUB OR SHOWER :-' TREATMENT THAN 30 SF o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS — INSPECTION FOR TERMITES o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF REQUIREMENT. o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS THE ROOF FRAMING MEMBERS o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES o MIN. ATTIC ACCESS SIZE IS TO BE 22"00" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC POCKET DOOR SPACE SITE ADDRESS FIRE—RESISTANT CONSTRUCTION — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO EXTERIOR — 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 THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR — WATER RESISTANCE A 20—MIN. FIRE —RATED DOOR 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 GUARDS AND WINDOW FALL PROTECTION PREVENTS PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 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. — �/�" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE CEILING WITHOUT HABITABLE ROOMS ABOVE — GUARDS SHALL BE MIN. 36" ■ THIS IS NOT REQUIRED OVER CMU — 5/8 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" 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 OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 %" LONG, 11 GAGE NAILS HAVING —MIN. HEADROOM 6'-8" A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 — MAX. RISE 7-3/4" 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 MIN. 20" D — HANDRAILS o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), o 34"-38" ABOVE SLOPE PLANE i 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. 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 o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE 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 THAN FOUR RISERS 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 o 1 1/"-2" GRIP SIZE OR GRASPABLE FINGER RECESS 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 and slate —type shingles, and metal roof panels shall comply with one of the following o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED methods: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE ■ A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR over the entire roof. * WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM • BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED D1970 or a minimum 3-3/4 — inch wide strip of self —adhering flexible flashing tape • THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI complying with AAMA 711, applied over all joints in the roof decking. A felt underlayment AND CIRCUIT BREAKERS OR RECEPTACLES complying with ASTM D226 Type II, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic underlayment meeting the performance requirements specified, is required to be applied over * ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN 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 KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, 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 WET FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o 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. — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 WOOD — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD INSULATION �o0 m Mo � � r� o0 c� o 0 c::> Q � � o v� Ur__q `-0 0 cM c%3 7J � w as N � PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET GO.02 cm d w CL J FIRST FLOOR PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) ZS2'_11" TRIM BOARD MDF. SHELVE ER INTO SIDE`, Y4" MDF. BOA MDF. BOARD E(S) SECTION THRU LEGEND MASONRY - CONC. BLOCK OR BRICK WALL 11 11& 1 2X FRAME WALL PER PLAN OIL ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0. DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4°F 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. -20 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 SECTION THRU SEAT IDARD = BENCH ONLY (A) NOTE: 1: BENCH, WAINSCOT & * IF WALL WIDTH IS >3'-6" - ADD VERTICAL CUBBIES* (A,B&C) CUBBIES, MAINTAIN MIN. 2'-6" SEAT DROP ZONE DETAIL .,„LL„JUR UnL„sLR _ nUu CUBBIES BOTH SIDES SCALE : 3/4" = V - 0" 0 co 1 v� �o VJ O � O 00 �-I O v� `Y' U di c� c� 7� O C'3 N 0 lkpulte-'�Z'�� O O O N 00 w cn i v O au N a' � Q � o 0 o � r4 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET A1.11 STAIR CALCS. FLOOR TO FLOOR HT. 10'-8 3/4" RISERS 17 0 17-9/16" TREAD 16 Q 10" NOSING 1" HANDRAIL GRASPABLE 1-1/2" MIN 1 1/2" MIN. HANDRAIL; 1 RETURN 1/4" MIN TO HANDRAIL 1-1/2" MAX INTO1X co DIAMETER "' PLAN BACKER BD. SECTION STAIR DIAGRAM 10" TREAD �W N fif S4kc�� 1" NOSING s w ` O O r IWJ p dM� M c / `? v0 � �o ul) 0 ,o Qc7N �o vC3-\ V M di M c� o c� a$ �4-� 4N 0 tp u I t e S-1, 'J u, PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET A1.21 .lop m Kol WN 10'-8 3 4" JA 2ND LR. n, .1, i ik 8'-0" T.O. WDW FRONT ELEVATION SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) F G v ENGAGED COLUMN DETAIL SCALE: 1/2" = 1'-0" II TRIM DETAIL SCALE: 1/2" = 1'-0" 4" N 5/4"x4" SMOOTH TRIM MATERIAL SILL DTL. SCALE: 1/2" = 1'-0" FRAME SILL DETAIL SCALE: 1/2" = 1'-0" BI TYP. STUCCO BAND SCALE: 1/2" = 1'-0" 2" STONE CAP STONE DETAIL SCALE 1/2" = 1'-0" C X o- o Z 5/4" SMOOTH TRIM MATERIAL FRAME FRIEZE BANDING DTL SCALE: 1/2" = 1'-0" N GARAGE DOOR 4" TRIM DETAIL SCALE: 1/2" = 1'-0" N 0 N F- S 0 U r� v� �o OO O t\ T"1 Ln iN aN O d1 U `Y' CC) cz �o c� 0 c� rm� cz N r� li(PulteGrOLIp- PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET A2.01 -ATTIC VENTILATION ZONE 3- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SO. IN. SQ. FT. SQ. IN. 200 28800 0.667 96.000 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. SNOTS SQ. FT. SQ. IN. LIN. FT. 0 0 0 0.667 96.000 16 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 u -ATTIC VENTILATION ZONE 2- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT, SQ. IN. SQ. FT. SQ. IN. 125 18000 0.417 60.000 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT, SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 0 0 0 0.417 60.000 10 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY ROOF PLAN SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11 x17 PAPER) 00 00 cD �� 00 T.O. CEILIN 17'-8 3/4 )l T.O. WDW. 10'-8 3 4" 2ND FLR. 9' 4» TRUSS BEARING 8 -0 T.O. WDW 0'-0" FINISH FLOOR SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) -ATTIC VENTILATION ZONE 1- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1360 195840 4.533 652.800 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN. LIN. FT. 1.813 261.120 3 2.720 391.680 63 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 OPT. GRIDS PER COMMUNITY SPEC 17'-8 3 4" TFWNFqF 10'-8 3 4" J,_ I'D FLR. co 9'-4" — — — U B A I --------- °° :-------------------------- --- --- r_ OPT. PER M 8 -0 COMMUNITY SPEC T.O. WDW o OPT. 4 0'-0" BANDING FINI Is III T.0 CEILIN _ 17'-8 3 4" jk T.O. W. IRV 10'-8 3 4" 2ND LR. 7 9'-4„ TRUSS BEARING 8 -0 T.O. WDW 0'-O" ri FINISH FLOOR LAP SIDING w REAR ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) 0 O O m MO c'/ 00 O 0 VJ � O 000 'Ii n� %1 0 v a1 U `Y' di c� cIZ O � w 1� c) +A Nc0 AtPulteGrourt W O N � O O N .� O c�n 00 w °� Ov 0 � N � � W o � � o � cts � � Q PRODUCT MANAGER RELEASE DATE: xx Ax /xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET A2.02 ADD SWITCH TO LANAI FIXTURES W/ EACH ADDITIONAL DOOR. BASE HOUSE SWITCHES TO LANAI FIXTURES BECOME 3-WAY WITH ADDITIONAL DOORS (OR 4-WAY, ETC. AS REQD.) FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) I( ELECTRICAL SYMBOLS II STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) *FCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER *P/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ODW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT 1' PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 0 EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE r�S SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT O THERMOSTAT --OPB PUSH BUTTON TELEVISION OUTLET SWITCH T TELEPHONE OUTLET CHIMES GARBAGE DISPOSAL (GFC! PROTECTED) DOOR BELL CHIMES 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 11 CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT `' 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM 7.1 ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT MT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL ►irR 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS �1 : SIC :IIIE�11�11�11� -i � I I it Its — 1#4 SERVICE GROUND CONNECTED TO CONCRETE - — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE w ` ® O j IWJ M® \'J ? M O VJ O � 000 Q � iH O v� Ucn r--a ccS � w Cf) N � *PulteGroupr 0 N t � � cn m �_ v � Q N Q H W v o as Po o N PRODUCT MANAGER RELEASE DATE: XX XX XXXX REVDAIE A ESCRI ON PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET E1.11 OPT FLOOD LIGHT ----------------------------------------------------------------------------------------------- TO OUTLET SCCDND-ABOVE IN SOFFIT Ur 1. GM,H LI6H 1 J I VIIL- - Ja/-1OB- ADDRESS ---- PLAQUE FIRST FLOOR ELECTRICAL OPTIONS SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) LIGHT II ELECTRICAL SYMBOLS II STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER #WIGFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 0220V STANDARD AFCI 220 OUTLET 0DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE - �1'� PROVIDE FRAMING SUPPORT FOR FIXTURE OS SMOKE DETECTOR CEP ELECTRIC PANEL (AFC] PROTECTED) SC SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT O -0PB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ CHIMES GARBAGE DISPOSAL P9 DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV Mg 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 11 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM — _I I � III ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP MT COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL urR I 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1#4 SERVICE GROUND _ CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE O O m M� � v c� O VJ O n� �-1 O v a� -N N U `Y' c� :� � a � w C � = -A N 0 *Pu It rca� c �pr PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sineyle Family SPECIFICATION LEVEL I Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET E1.12 SECOND FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'—On (NOTE: SCALE 1 /8" = 1'—O" ON 11 x17 PAPER) rh ff 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 #F/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ODW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT K> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT LIGHT FIXTURE / VAPOR PROOF Z� LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) 4 EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE ,- �'►'� PROVIDE FRAMING SUPPORT FOR FIXTURE QS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON � ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFC] PROTECTED) EMERGENCY LIGHT ® THERMOSTAT -O PB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /4/ GARBAGE DISPOSAL CHIMES DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER DATA/TV MEDIA S MEDIA SWP BOX / (1) DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT—IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER �2" PVC CONDUIT I` 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/O COPPER 1-3/0 ALUMINUM ITb ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP D COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS i Ltvi . 1 11-1117, � 1111#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE QCD O co c? 1 r� 41 M O VJ L O 00 �..� ""-r p� �-I O c7N C14 U Y' 0 di m c� O �--1 •--, bb 0 Cy N � ilipulte"on N O N OU w � U L R U � W � Q � o W o .1c O W CIZ w �o � Q � N � N PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET E1.21 II ELECTRICAL SYMBOLS II STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) GFCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OP/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 0220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET 4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT H�> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT OleLIGHT FIXTURE / VAPOR PROOF 7� LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SMOKE DETECTOR EP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON Et METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT © THERMOSTAT � PB PUSH BUTTON TELEVISION OUTLET SWITCH T TELEPHONE OUTLET /O/ GARBAGE DISPOSAL CHIMES DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT GK OPENER DATA/TV @n s MEDIA /SWP BOX I 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 2" PVC CONDUIT d TO SWITCH p__—IN SOFFIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM BELOW WP/GFCI PVC 1-1/0 COPPER 1-3/0 ALUMINUM ---- ------ - --------------------------------- - ------ - I Ej-- —1::,: ------------- ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT MT 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL ur1Q 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS SECOND FLOOR ELECTRICAL OPTIONS - SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) I I III III 11I— Jill 1#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE u co? "J 1 r� c� o 0 r h uJ 000 iy QUN UN vCN U `Y' c3 O .-, as N � *PulteGrourr PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET E1.22 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY nmaiq FIRST FLOOR PLUMBING PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) w ` j'WJ Q O � M� t'J � voo �o VJ (\ O 00 } '1 Ln v� U `Y' � o � w as c) +' N �Eq *PulteGroup- PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Familv SPECIFICATION LEVEL I Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET Pi.11 ' o Q, _ o a N N r ;r. o N CD N t5 '41 n" C' O" ryr 9" ion-%Y SECOND FLOOR PLUMBING PLAN SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) M � W VJ 0 0 (\ nT d1 aN U `Y' cz � w O � cz N � *Pu It Grog yh PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME Tower NPC CHILD NUMBER 1569,501 SHEET P1.21 O J d A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 7th EDITION. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER VE 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 D REFER T DRAWINGS, 0 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 RE SED AREAS, CHANGES IN LEVEL, FLOOR AND ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE, ETC, 4. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACKCHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE. 6, ALTERNATE NAILING: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE. REFER TO SIMPSON TECHNICAL BULLETIN T-POSITIVENLO6: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 40.0 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-16 140 MPH THE NOMINAL WIND SPE ED EED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE "C" C. 1. 2. 3. 4. 5. 6. D 1. 2. 3. 7, 8. 9. 10. 11. E. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 0 w 0 IL 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD, DEFLECTION OF THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. FOUNDATION: FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. ALL FILL SHALL BE CLEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8". CONFORM TO ASTM D 1557. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. POKIrI)FTF. CONCRETE SHALL CONFORM TO THE "BUILDING REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AG AINST 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 ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5" SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0" SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE Y2" TO 2 %4" IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL. MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (f'm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8" x 8" x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE "S" OR V. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL. SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK #4 20" 3" 10" #5 25" 3-3/4" 10" #6 34" 4-1/2" 11" #7 42" 5-1/4" 13" F 1. 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 OR 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 "B". MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. 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 ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8" -3/8" 6=8 in +/- 1/2" -1/2" TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2" G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NDS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER ® 16" O.C. FOR WALLS 9'-5" OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 20 SPF OR SP NUMBER 2 OR BETTER • 16" O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS • 24" O.C. MAX. 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 2x4 STUD WALL PROVIDE: (1) 20 KING STUD AND (1) 20 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH Y2" TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8" O.C. FOR EACH, U.NO. 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPUCE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. 10. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12" O.C. UNLESS NOTED OTHERWISED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" (INCHES) O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. 8. ROOF TRUSS TOP & BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL BE DETERMINED BY THE DELEGATED TRUSS ENGINEER. ANIP[_InRArF-. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. J. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2" DIA., EMBEDDED 7". USE 10" LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3"x3"xO.229" PLATE WASHERS ARE ASTM/ASME B18.22.1. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON STRONG -BOLT TPER FL PRODUCT APPROVAL #15731.1. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON `BTEN HD'PER FL PRODUCT APPROVAL #15730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, 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'PER FL PRODUCT APPROVAL #15730.6 OR SIMPSON "AT-XP'PER FL PRODUCT APPROVAL #16230.1. SIMPSON 'AT-XP' 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'PER FL PRODUCT APPROVAL #15730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON TTEN SCREWS"PER FL PRODUCT APPOVAL #2355-R4. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED 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 INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL. PRE -APPROVED SUBTITUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2" DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4" EMBEDMENT DEPTH AND 4'EDGE DISTANCE. b) 1/2" DIA. SIMPSON `TTEN HD'W/ MIN. 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 SUBTITUTIONS FOR 1/2" DIA. CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2" DIA. SIMPSON TTEN 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 OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 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: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A %" 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-� FROM ANY EDGE FOR � BOLTS AND 3 � FOR Se AND 4 BOLTS, THEN A STANDARD EXPANSION BOLT EMBEDDED 5" MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24" TO 16"). 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTALL AN TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM r x 6", OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE "SET" EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6" MINIMUM EMBEDMENT SLEEVE ANCHORS ARE NOT ALLOWED. 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR SEE THE DETAIL IN THESE DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESS THAN 1 1/2" FROM THE FACE OF THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3" NAILS). WHEN GAP IS GREATER THAN 1 1/2', INSTALL NEW ANCHORS. 4. CMU OVERHANGING SLAB 4.1 FOR BLOCK OVERHANGING THE SLAB BY %" 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 Y2", CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS (1-3/8-FOR A 2X4 STUD OR 2-3/16-FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS (2-1/8-FOR A 2X4 STUD OR 3-5/16-FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/471-1/2- SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2--#"-SDS3 WITH (12)-1/4N3'SDS SCREWS, WHERE '#'CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOP/BOTTOM PLATES a. FOR PLUMBING/MECHANICAL UTILITIES A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2-WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/270 THE F R AND COPPER PIPING IS CLOSER THAN 1-FROM THE EDGE OF THE PLATE. THE REQUIRED EDGE 0 THE PLATE, 0 PLASTIC Q 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 UTLIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3" WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS INCLUDING BUT NOT LIMITED TO LANAIS PORCHES AND BALCONIES 5/8-MINIMUM EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7" ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS KAYCAN VINYL SOFFIT IS INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1 3. 12" WIDE SOFFIT PANELS ATTACHED TO BUILDINGS AND EAVES WITH 12F-1 & 12F-2 SYSTEM REQUIREMENTS AS NOTED IN EVALUATION REPORT FL12194-R9 ARE CAPABLE OF WITHSTANDING MAXIMUM COMPONENT & CLADDING DESIGN PRESSURES OF +/-40PSF. FOR DESIGN PRESSURE, EXCEEDED +/-40PSF, SOFFITS SHALL BE ATTACHED PER 12F-3 OR 12F-4 SYSTEM REQUIREMENTS IN EVALUATION REPORT FL12194-R9 AND ARE CAPABLE OF RESISTING MAXIMUM COMPONENTS & CLADDING DESIGN PRESSURES OF +48PSF &-64.2PSF ABBREVIATIONS: A. PLYWD = PLYWOOD B. OSB = ORIENTED STRAND BOARD C. NAILING: C.A. 8d = COMMON NAIL C.B. 10d = COMMON NAIL C.C. 12d = COMMON NAIL C.D. 16d = 0.135" x 3 1/2" GUN NAIL C.E. EN = EDGE NAILING C.F. FN = FIELD NAILING C.G. SN = SIDE NAILING C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. FIND = 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 1 -5 O Area Roof Pressures Well Pressures Zone 1 --F--38a2 Zone 2 Zone 3 Zone 4 Zone 5 21.3 21.3 - . 28.E -3C,9 -38.2 Zone 2e Zane 3e 21.3 1 -52 8 N Zone Zn Zone 3r A I N/A Zone 2r 21e3 1 -52.8 DESIGN PRESSURE CALCS it o e'nts .d Cla-4di Pressuree: ' S= "s3o (ASD Values DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS Positive Negative REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS Width He- Effective Pressure Pressure Desgr Aion Zone jLt-ffqAre f sf 01 16070 OH D --_ 15 7 112 24.3 -27a1 8070 OHGD 8 7 56 25.4 -28.7 3080 DOOR 4 3 8 24..0 22=1 -2 .5 ISM SGD 4 6 8 48.0 25.8 -28.1 24SH 4 3 4.17 12.5 28..3 -30.5 25SH (3) 4 9 5,25 47.3 25.8 -29.1 3050SH 4 3 5 15.0 28. -30 3 305135E-1 END 5 3 5 15.0 28.0 -37. 2020 FIXED 4 2 2 4.0 28.6 -30.9 2030 FIXED 4 2 3 &0 28,5 -30.9 430 FIXED END 5 2 3 &0 28. -23=8 2020 FIXED 4 2 2 4.0 28,5 -30.9 4410 FIXED 4 4 1 4L 28.5 -30.9 3 50SH (2) 4 6 5 30.0 2&8 -29A 26SH () 4&5 6 6 36.0 25.4 -32.7 2030(2) 4 4 6 24 27.1 -29.5 030 FIXED END 5 4 5 24.0 27.1 -35.2 SH & 3050 SH 4 7 5 35.0 25.5 -29.8 25SH 4 3 18. 27.5 -30. AA2A26600 ARCHITECTURE: �28Q2 3050SH 2) 5 6 5 30.0 25.8 -343 1 29349#ENGINEERING: 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/16/21 DATE oilfFttl &M 1 N "- No. 860 OF t� ltil! \0\\ O w ` O O co chi r-1 v O OO 000 n �-i O v� .P M N v U di cn r-' cz � w 0 r"'i c13 cna-+ N 0 tPultei.'33-irc PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET SO.1 OIL -0'-0" a • MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS =01 EXTERIOR MASONRY WALL FTG SCALE: 1/2"=1'-0 (1) #5 REBAR w/ 25' LAP U.N.O. CMU COL. PER —8° C.M.U. FINISH PER ELEV. PLAN I PAVERS OR SLAB PER SLOPE -FINISH GRADE SPEC. Z CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN 9" STARTER y (IF REQUIRED) COURSE PER PLAN ALT. CMU SEAT @ -1Y" FROM TOP OF SLAB F03c MASONRY WALL CORNER ON SPREAD FTG. #5 REBAR w/25" MIN LAP Q SLOPE CONCRETE FOOTING w/REBAR AS NOTED _,:;; ON FOUNDATION PLAN ' ' (IF REQUIRED) PER PLAN MASONRY COLUMN ON SPREAD FTG. SCALE: 1/2-4-0 PAVERS OR SLAB PER SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) CMU COL. PER PLAN — #5 REBAR w/25" MIN LAP W -0-SLOPE �¢Z m C CONCRETE FOOTING — of w/REBAR AS NOTED Z ON FOUNDATION PLAN 6 • -�- (IF REQUIRED) PER PLAN vers) MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1 /2"=1'-0 (1) #5 REBAR AT EACH FILLED CELL #5 REBAR CMU STRUCK BOTH WAYS w/25" MIN LAP SCALE: 1 /2'=1'-0 - z 2-1/2" • IMPACT a GROUT BED Cl- DOOR DOOR PER SPEC Q „ PAVERS PER SPEC PAVERS PER 3 (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS PER ARCH 8" C.M.U. BLOCK FILLED Z ` ! 8" C.M.U. BLOCK FILLED —#5 REBAR SOLID w/GROUT 0 SOLID w/GROUT w/25" MIN LAP a Q 4" C.M.U. BLOCK PER ELEV. ¢ 4" C.M.U. BLOCK PER ELEV. O 0'-0" SLOPE 25" LAP MIN. (1) #5 REBAR 25° LAP MIN. (1) #5 REBAR `•; o 0'-0" SLOPE = o ^ J Q Z < o -- W m PAVERS OR SLAB PER SPEC. m ca ! COLUMN DIM PER ARCHS + ,=':i-; COLUMN DIM PER ARCH + 4" CONC. FTG. w/ (3) #4 4" CONC. FTG. w/ (3) #4 BARS ON CHAIRS EA. WAY PER PLAN BARS ON CHAIRS EA. WAY PER PLAN ncrete F03D MASONRY COL. ON SPREAD FTG. CE POURED CURB FINISH GRADE t-1 - o —MONOLITHIC FOUND. w/(2) #4 DIA. RODS ° 1� I CONT. ON CHAIRS 1'-4 •2 STOR*Y EXT. MASONRY WALL @ GARAGE SCALE: 1/2-4-0 DOOR PER SPEC VARIES) DOOR THRESHOLD PER PLAN SLOPE F.IL `.. 0' 0" F.F. SLOPE 7/ 0 0" . :... ;.:''. PER PLAN `. z x :.. - BRICr.: PER PLAN - _1.ALT. _ f := :: ¢ THRESHOLD •:e �00 1r=11—III— , -�- III it II III- M'J _ �:a II I I— �n W '•• :a' I I I=I I I— ,. :,:, I — MONOLITHIC FOUND. 1'-0" MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-O" •... y. , >. — n 1-0 W/ (2) #4 DIA. RODS CONT. ON CHAIRS V-4" ® 2-STORY w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 1'-4" ®2-STORY — y�:.: CONT. ON CHAIRS CONT. ON CHAIRS :; III ALT. FLUSH BRICK 1'-4' ® 2 STO Y EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL Cad ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) SCALE: 1 /2"4-0 2X AT 16' O.C. W/ 1/2' GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT STEP PER PLAN SLOPE cV •iN (2) #4 ROD CONT. ON CHAIRS 6" 1'-0" 10 1/2" STEP CONDITION Fos THICKENED SLAB 0 GARAGE (BEARING) SCALE: 1 /2"=1'-0 CLEAN COMP, PVC SLEEVE 1'-4" 0 2 STORY F13 BEARING PENETRATION DETAIL SCALE: 1 /2"=1'-0 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS SCALE: 1 /2"=1'-0 2X AT 16' O.C. W/ 2 1/2" GWB EA. SIDE „ SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT SLOPE A •iN CV (2) #4 ROD CONT. ON CHAIRS 10 1/2" 1'-0" 10 1/2" PENETRATING PVC SLEEVE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TlE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS SCALE: 1 /2"=1'-0 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT (2) #4 DIA. RODS CONT. ON CHAIRS N Y: f. —0" lo" THICKEND SLAB @ INTERIOR WALL SCALE: 1 /2°=1'-0 2X AT 16" O.C. W/ 1/2' CW'B EA. SIDE SCALE: 1/2"=1'-0 3/4" RECESS IN SLAB 10 1 12" FINISH FLOOR (n A„ w Y p 8" C.M.U. WALL FINISH 3 4° RECESS IN SLAB PER ELEVATION / FINISH FLOOR SLOPE �[ MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2"=1'-0 RECESS WITH PAVERS 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS @ 16' O.C. OR (2) ROWS 12—\ d 1/2" G.W.B. EA. SIDE GUN NAILS 0 12' O.C. STEP PER PLAN le •.p ` cD 4 1'-0" 6 1/2" (1) 14 ROD CONT. ON CHAIRS UNO STEP CONDITION '4 THICKENED SLAB GAR AGE RAGE (NON -BEARING) SCALE: 1/2"=1'-0 (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. FINISH GRADE SLAB SLOPE Z SIN st THICKENED SLAB EDGE SCALE: 1 /2"=1'-0 8" C.M.U. WALL FINISH PER ELEVATION SLOPE .. MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. ILI 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS ®16' O.C. OR (2) ROWS 12d GUN NAILS 012' O.C. START SLOPE HERE 2„ SLOPE FLUSH CONDITION 2x AT 24"O.C. MAX. 1/2" G.W.B. EA. SIDE PAVERS TYP. #4 BAR CONT \\� COMPACTED FILL PAVER AT CONCRETE GRADE BEAM CORNER BAR WITH 25" VERTICAL DOWEL } ':� MIN. LAP SPLICE EACH AS REQ'D IN PLAN SIDE. SAME SIZE AS CONT. FOOLING STEEL. ALTERNATE TO CORNER �'y.�'-. NUMBER OF CORNER BARS EQUALS NUMBER SPLICE: PROVIDE CONT. „... OF CONT. BARS STEEL REJNF. BARS BENT AT CORNERS TO COMPLY WITH THE INTENT OF THE 'C ; `• -=:'`:;''`; : : .••. BUILDING CODE. NUMBER OF REBAR 25" MIN. PER PLAN LAP SPLICE F12 REINF. PLACEMENT AT FTG. CORNERS SCALE: 1/2'4-0 SCALE: 1 /2"=1'-0 C.O.A.# ARCHITECTURE: AA26002802 C•O.A.# ENGINEERING: 29349 01 3 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E.#86025 FLORID a 2/16/21 DATE 1 :V ^� No. 8 E OFr • .40 J <<t►111}`t d O=> o� m 00 41 � O p r ^ vJ .00 a1 �-I O va�, U `Y' ca .O r--1 —.4 4-1 0 4-A N c PRODUCT MANAGER RELEASE DATE: XX XX XXXX WV# DARAMWTO PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET S1.0 20'-0" 18'-0" F03C S1.0 24"x24"x12" CONC FTG w/ - #4 REBAR @ 6" O.C. EA WAY 38'-11" F03C S1.0 18'-11" I' F11 F11 T's 51.0S1.0 -�� w/ OPT. SCREEN w/ OPT. SCREEN o ENCLOSURE ENCLOSURE 0 3'-41/2" 3'-10" 4'-7" 6'-8" 1'-21/2 4'-3" 8" g'-8" 8" 4'-0" F12 s1.o VERIFY M.O. �' VERIFY M.O. VERIFY M.O. . . . • . • .. .. . 0� I I I ' co I F01 - 0 I h �r S1.0 0 F07 I I I I L2 t 0'-D" I � I S. C. S. C. In i I •I I '. F10 I 8'-7" 12'-41/2" S1.0 8'-101/2" 9'-11/2" n I N -------- �- ------ ------ d I o o F09 REFER TO ARCHITECTURE FOR F10 Ln °o M S1.0 ACTUAL WALL LOCATION S1.0 S. C. l, C.0 ------------j --- ------------------------------ N 7 SLOPE STARTS HERE I Le ' � I FOS VARI S ' S1.0 20'- " d I = 11 or 0 I I F07 I Lo F04 S1.0 C-111�N _ y4j0" CD0 POUR SOLID 7" 7" POUR SOLID d � S. C. ; _ _ .\ S.C. • • . • • o J N VERI F01 F01 ILE o M.O. .. O° o o 51.0 SLO I _ o0 24"x24"x12" CO NC FTG w/ #4 W I @ 6" O.C. EA WAY I o , REBAR • o • • •• • In 00 z o Z VERIFY M.O. N I 2'-3 1/2" g" 7'-0" 8" 2'-3 1/2" • F� S1.0 F04 ® F03C --- EXTEND MONO FTG 4" S1.0 S1.0 LARGER THAN COLUMN o 00 POUR SOLID POUR SOLID 00 ON ALL SIDES w/ (2) #4 REBAR CONT. • • • ow MAI 0 a� w 0 J d (VERIFY M.O. 16'-8" 20'-10" 1'-5" 5'-2" 38'-11" FOUNDATION PLAN SCALE: 1/4"=1'-O" 12'-11" LEGEND SYMBOLS ❑• 8x8 FILLED CELL W/ #5 REBAR • 2 8x8 FILLED CELL W/ (2)#5 REBAR @ INSIDE FACE ❑O 8x8 FILLED CELL W/ NO REBAR REQUIRED 45' CMU - FILL CELLS W/ #5 REBAR 12x12 FILLED CELL W/ (4)-#5 REBAR ELE ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" XX 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 "L" SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36" (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12" (305mm) APART, WITH THE FIRST BAR PLACED 2" (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. I PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 C1 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA • BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/16/21 DATE ;Ntliiilt/f IN 02 � 1 p ATE @F � /it ANAL 1111 N O N cD r a_ 0 U O o0 C C? v00 m O VJ E_' � O 00 n� h--t ul j d1 v� U `Y' •O V � w bJD Cf Nmo IlPulteGrcup- RODUCT MANAGER RELEASE DATE: XX/XX/XXXX P PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET SIM 5n 0 WALE BASE PEAK SCALE: 1 /4"=l'-O" #5 REBAR IN VERTICAL GROUT FILLED CELL ROUGH OPENING _ BELOW PRECAST LINTELS FILLED WITH GROUT 90 CORNER DETAIL w N.T.S. MITER LINTELS BY FIELD CUTTING #5 CORNER DOWELS INSIDE AND ❑UTSIDE OF VERTICAL #5 BAR AS SHOWN 01 COLUMN BELOW LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8" KNOCK OUT BLOCK WITH #5 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4' NOMINAL BEARING PER END @ LINTELS OR AS REQUIRED BY MANUF. (NOTE: MOST MANUFACTURERS REQ. 8" BEARING 0 SPANS > 12'-4") 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12'-4" SHALL BE PRESTRESSED. 4. BOND BEAM ELEV = 9'-4" U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4" FOR A LINTELS 28' OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED r QUANTITY Of REBAR AT I BOTTOM OF LINTEL CAVITY F16-1 B/1 T LL- QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH 15 REBAR AT TOP MIN. (1) REQ'D Q ; _ i-1/2' CLEAR W _ _ ao z CMU A,GROUT .. #5 REBAR AT BOTTOM OF LINTEL CAVITY 7-5/8" BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH LEGEND DETAIL INDICATOR XX XXX 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'-l" - 8'-6" DOUBLE 2x10 2 JACK STUDS EACH END. 8'-7" - 12'-6" DOUBLE 2xl2 (2) JACK STUDS, EACH END. C,O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 Cl THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/16/21 DA%4�IliIPtA f'f 0 STATE OF 0 A1. f'/lilltlll� w, 0 O `rl/J CM l`J � v� Cr) r-I O V J L\ O 000 �-{ O v C7, U r-1 `Y' ��•.++ M O O bA r-{ c" N � *PulteGrourr PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET S2.1 nmrwR^ncs�n r�mnn�w�nnnewnnnnnn�� (f2 MSTCM40 SECOND FLOOR WALL PLAN SCALE: 1 /4"=1'-O" C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 Q THOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E. # 66025 FLORIDA 2/16/21 DATE STATE f 411iA1. N O N 0 0 ^, O o WM ? t / v� �o cl ,o 00 �o v� v U� ,d cn cz -c� � w 0 rm" cz N 0 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET S2.2 3 Q 0 CV Cn 0 AM 0 0 b 0 EL FLOOR 8c LOW ROOF FRAMING PLAN - SCALE: 1 /4"=1'-O" FL1 S4.3 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 2Y32" MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. 8. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3, THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND 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.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/16/21 DATE Itk1t11t/ !j N .860 sir F At C5 cl- O N a_ CD 0 U O O MO ? v00 r-i VJ � O � 000 n� F� u-) %-1 O v 4-j cl, U O b� CIO r c� N � *Pu Ite G inc, PRODUCT MANAGER RELEASE DATE: XX XX XXXX WO DATE iESCRIPTIDN 2�1_—_ PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET S3.1 R02 S4.1 r Lf (2)H TO (3)2 w SINKERS BELOW w/ 1/ BUILT ACROS x 2-1/ COLUM FLOOR "TITEN , MSTCM CMU SCREWS 0 LL ()HTS16 w (14)16d BELOW w (3)2x4 INKERS (10)1/ UILT UP ROSS FLOOR x 2-1/ COLUMN, CM40 T " T 2 SCREWS (2)HTS16 TO (3)2x4 BUILT UP LUMN, MSTCM40 w/ (2)HTS16 TO (3) BUILT UP COLUMN, MSTCM40 w/ (10)1/4" x 2-1/4" EN 2 SCREWS BELOW w/ (10)1/4" x -1/4" TITEN 2 SCREWS I I SECOND FLOOR 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 zY3s MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. 8. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2 ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND 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.# ARCHITECTURE: AA26002802 C.O.A.#` ENGINEERING: 29349 D THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/16/21 E No. 86 tl 4r *+u STAT IF � ti Mo 00 VJ O � O d� n� RODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Single Family -c z 7 SPECIFICATION LEVEL I Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET S3.2 3 Q 0 NO cn 0 0 CV 0 N 0 W 0 J d STRUCTURAL SHEATHING, SEE PLAN AN[' nrr�III MID ATTACHMENT =' PRE-ENGINEERED WOOD r TRUSSES AT 24" O.C. MAX. -OR- 2x BLOCKING AT SHEATHING EDGES 2x RIBBON BOARD ATTACHED w/ (3) 8d NAILS INTO TRUSS TO TRUSS w/ (3) 10d NAILS, CONTINUOUS STRUCTURAL 24" O.C. CENTER MAX. SPACING SHEATHING NAIL PER CONTINUOUS STRUCTURAL TYPICAL SHEATHING DETAIL SHEATHING NAIL PER TYPICAL TRUSS TYPICAL SHEATHING DETAIL ANCHOR PER PLAN DETAIL AT TRUSS HEEL > 9 1/4" TYPICAL TRUSS ANCHOR PER NOTE: PLAN 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 < 9 1/4' ROOF TRUSS ON MASONRY 1 l V 1 5e: 1 /2"=1'-0" RWM-010 2x4 BLOCKING AT 2'- O.C, w/ (2) 12d TOE EACH END TO TRUSS NOTE: REFER TO ARCHITECTURAL DRAWINGS STRUCTURAL SHEATHING SEE PLAN AND/OR TRUSS MANUFACTURER DRAWINGS AND DETAILS FOR ATTACHMENT FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED WOOD _ TRUSSES AT 24" O.C. T MAX. OR 2x BLOCKING AT SHEATHING EDGES 2x RIBBON BOARD ATTACHED w/ (3) 8d NAILS INTO TRUSS TO TRUSS w/ (3) 10d NAILS, CONTINUOUS STRUCTURAL 24" O.C. CENTER MAX. SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING DETAIL SHEATHING NAIL PER TYPICAL FRAMING PER PLAN SHEATHING DETAIL FRAMING PER PLAN STRUCTURAL SHEATHING, DETAIL AT TRUSS HEEL > 9 1/4' SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. MAX. TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL DETAIL AT TYPICAL TRUSS w/ HEEL < 9 1/4" SHEATHING DETAIL TRUSS ATTACHMENT: ALL TRUSS ENDS ARE TO BE SECURED TO THE WALL BELOW USING ONE OF THE BELOW METHODS. ONE FULL OPTION MUST BE USED FOR CONTINUOUS LOAD PATH: a. INSTALL TYPICAL TRUSS ANCHOR THROUGH EXTERIOR SHEATHING. EXT. SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON INSIDE OF THE WALL w/ H2.5A @ EVERY OTHER STUD TO TOP PLATE. EXT, SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. c. INSTALL ANCHOR AS CALLED FOR ON THE PLANS. TWIST STRAPS ARE TO BE INSTALLED ON THE INSIDE OF THE WALL ANY STRAPS FROM THE STUDS TO THE UNDERLYING STRUCTURE WILL BE CALLED FOR ON THE PLANS. d. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP PLATE. EXT SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT ROOF TRUSS ON FRAMING 1 1 V G S.W.. \ 1/2"=1'-0° 2x4 LADDER FRAMING AT 24' O.C. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS iEE PLAN TOP CHORD w/ (2)-16d NAILS AT 24" O.C. MENT CONT. 2x6 w/ (2) 12d NAILS :RED 24" O.C. SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" MAX. GAP FROM TOP OF 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING FOR VERT. REINF. Q�, WALL�BRACI�GA�TN ON -BEARING EXTERIOR WALL "X" - 10% HOUSE WIDTH 0 4 RIDGE GABLE END BOSTON HIP "X" - 10% HOUSE WIDTH x 3 RIDGE' � GABLE END GABLE X 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 "X" = 10% OF HOUSE WIDTH 0 0 / 7 C RIDGE` ` 0 HIP X RWW-020 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. UNDER TRUSS TRUSS CHORDS CH END. VALLEY SET OVER FRAME I1VV 1"m 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d @ EA. OUTLOOKER 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'-O" USE 2x4 'L" BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 'L" BACKS. NAIL 'L' BACKS w/12d 0 12-O.C.(NOTCHED 0 TOP w/2-12d TOENAILS "L" BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER R09C)PARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE 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. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 x "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. 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. NU I LS: 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 I�ROOF SHEATHING ATTACHMENT DIAGRAM 20 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS — OR PER PLAN 2x4 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS EDIMENT BLOCKING @ GABLE 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE. O SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 z 10" STRUCTURAL SHEATHING ('�MI I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. SEE PLAN FOR ATTACHMENT C/y 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. rntinrnnti SEE PLAN AND DETA! CONTINUOUS STRUCTURAL SHEATHING SEE PI FOR ATTACHMENT FIELD NAILIN PER PLAN �� , �.,,...,. ".,,_. T. 2x4 20 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED BRACE) NAILED TO DIAG. w/ 10d GUN @ TOP NAILS @ 8" O.C. BUTT JOINT ALLOWED (48' MIN MEMBER LENGTH), BRACED REQUIRED TO BE CONTINUOUS OVER DIAG. BRACE SPLICE SHOWN BLOCKING AT 48" O.C. - USS BAYS FRAMING 2x6 NAILED @ BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE GABLE END TRUSS BRACING DETAIL ".r.& GABLE END PRE-ENGINEERED ROOF VALLEY SET TRUSSES VALLEY SET TRUSSES TRUSSES @MAX 24'O.C. AT 24" O.C. AT 24" O.C. ROOF SHEATHING �PEORFPLANAIHING PER PLAN SHEATHING PER —OR— SHEATHING PER PLAN. PLAN. �� -_---,----,- T- -, -- - - - — 7 \-2x4 PURLIN @ EA VALLEY (1) SDWC15600 TRUSS SCREW TRUSS. NAIL TO COMMON TO EVERY TRUSS BELOW TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL @ 8" O.C. SHEATHING PER PLAN. GABLE TRUSS PER PLAN STRUCTURAL SHEATHING PER PLAN 20 OUTLOOKER FRAMING AT 24' O.C. OVER DROPPED GABLE END TRUSS. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS. CONT. 20 w/ (2) 12d NAILS SIMPSON H10A w/(16)8d NAILS MIN. — STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLAIJ� \ FASCIA SEE ARCH. DRAWINGS (8) 10d NAILS EACH ' ENGINEEREL ROOF TRUS O.C. MAX. CMU WALL (4) 1/4' 4 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. AT EACH MISSED 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. nR13R1MISSED TRUSS STRAP REPAIR fu (TYPICAL CMU WALL CONNECTION) 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 1" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2z4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 2x SH5TG. 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 BLOCKING "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 8" CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH Y' BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP R15 CONNECTOR. SIDE NAIL ALL I" BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH 'L" BACKS AT TOP AND BOTTOM. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN R09B �UTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE BOSTON HIP ^k Al I 1A FURRING AT MAX.16' SHEATHING PER ARCH O.C. w/ (3)1 Od AT EA INSTALLED PER MANUF. TRUSS sot EXTERIOR CEILING FURRING SCALE: N.T.S. FA'5T£KIEta ALLaWA E OADtS a KTOR. 0A V 7V ts�MLQ ��-')cm, i:a ic5G f :3 F2:.M ifETA15,- 9 Isla fIzNO f2: 770 ,2}ME Am g' Z- eft 3 v Fi:i25 F2 : ia13 12} fiE7AI6 i-rc: F I : iW F :'7. '� 21 HE?Ai€s12 p 2- � 3-p-"v Q.I52'x3_.i�'z9 - 23u3 133 F 2 . I'.' Hs"1135 L 1 a, i4 ,x 2'ro _ 11P 1-5 HTUG 2. - isle - i5'T,4IS 14 tT:i;B'x2_ 2" - I235 ta9S"'.D`32 2 14$ �6-1141 — 47137 "- - fi,ti35S��=F+i� mzT 22 GAA3')V3-' _ 33355 FI.:773 i zza' ATR F2:523 3 'a'ey i 3F-'A F la 1 V4 1-1 SOB T2 611c UvJT51E55,15 2 aam" A7F — F„i5Z b'Ci-. I 5 f.' ATF _ 44c, r : i 133 Y5: V4N3° 5 rl:-530a 2 /Z' Alf. 7 r z, a F.:31R-S 32 V Ix3" was F2. O , ;p 2 I _. i'� A7R ?�r3lsus - US Zn�3ek m 215.2 :x miA _ 3i TzY 3,E;� AT -- Ssl�s - I3 �a.14rx3-1,1:' 25.I>.&'x3' i 3 ATa 5445 IZ � ixr 'a�5-I1'i` s u I TF IBM 2473 i2 c i 2')�-V_7' JiZ:5A IQ Q133 U-L ' _ sF3 fi:iL F2 II0 HI2:4 I8 11St aI-i r2 - ism=' F F :.85 is al.'rXI.112' F_:5w i 14 yli & 2-3/4' Then 2 3s: i ii33 — I-;'X3 LUIS z1z 4 I R 3° 833 1153 SFH4 33 Cilaa i-'. - &' de a4z - 4 �'l V xs >�,W7 � 1 2 Fi: 3s A35 12 i3 'ki-vZ' - - fl iw, fZ:3�Z" gi}3dL--v i 'ssffi€L 3 5 Fi 11 C.O.A.# ARCHITECTURE: AA26002802 C.©.A.# ENGINEERING: 29349 D THOMAS A. WEBER, PE F.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/16/21 [?ACE �1�1�ItI t II��I �3ra .. ! o No. 8 iwF w S7 4F ORV ... 7tl/tlilltl ^, O o W (y)M r—+ v00 c� o 0C=> 000 IT ^� F--1 � i-1 0 v C .I.J c- r-+ • '. •O � wbJD 0 N � 4 tpu Ite f2a PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte 1PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET S4.1 i"ui u ° ° ° ° 2 ° o o ° ° o ° ° ° ° --NOTE: SHEATHING H PROVIDE BLOCKING EDGES. H AT ALL ° ° ° ° ° ° ° , ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°° c o °°° o NAIL 12" IN ° ° o ° ° SPACING AT FIELD ° ° EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" SHEATHING 8d 3" O.C. " 3 O.C. 12 O.C. ALL EDGES 3/8" SINGLE NAIL EDGE 'SPACING 1/2" 1/2 S ° ° ° t /2" DOUBLE NAIL EDGE SPACIN( `-2x4 BLOCKING NAILING STUD SPACING PER PLA STRUCTURAL SHEATHING PER PLAN SHEATHING SPLICE -SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL DOUBLE 2x TOP PLA MID SPAN BLOCKING BETWEEN EACH STUD 3" POWDER ACTUATE FASTENERS OR TAPC ® 16" O.C. 2x P.T. PLATE STUDS PER PLAN EATHING PER PLAN -----REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION WAD AD BEARING WALL w/o UPLIFT AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. FASTENERS TO BE 1/8" DIA. MIN. AND EMBEDDED 3/4" MIN. MINIMUM SHEAR CAPACITY TO BE 150#. 2x ANGLE AS REQUIRED w/ (2) 10d TOE NAILS AT EACH END. STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN WINDOWS AND DOORS AND AT ENTRIES WITHOUT BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN BARREL FRAMING IS USED. 1x P.T. SHIM 0"-16" MAX. GAP 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 DETAIL. WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. vv`131ARCH FRAMING DETAIL 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 IRM INT. FINISH WOOD BUCK ATTACHMENT: 1x CUSTOM P.T. BUCK TO MASONRY 1x WOOD MATCH FRAME WIDTH, ATTACH w/ "T" tx P.T. BUCK NAILS @ 4" FROM ENDS AND 12" O.C. REMAINDER. ATTACH WINDOW THRU ATTACH ATTACH WINDOW PER BUCK INTO MASONRY PER FLORIDA PRODUCT FLORIDAPPROVAL PRODUCT APPROVAL ALTERNATE: SILICONE SEALANT 2x OR GREATER BUCK TO MASONRY -UP THICKNESS < 2 1/4" _ FINISH PER ELEVATION 1/4"0 x 4" TAPCONS ® 4" FROM ENDS AND 12" O.C. REMAINDER. w 1 1/4" EMBEDMENT TYPICAL WINDOW ATTACHMENT DETAIL Scale: N.T.S. WGM-140 WOOD BUCK ATTACHMENT: INT. FINISH 2x OR GREATER BUCK TO MASONRY 1x WOOD BUILT-UP THICKNESS < 2 1/4" = 2x P.T. BUCK 1/4"0 x 4" TAPCONS 0 4" FROM ENDS AND 12" O.C. REMAINDER w/ 1 ATTACH DOOR PER 1/4" EMBEDMENT FLORIDA PRODUCT APPROVAL ALTERNATE: 1x CUSTOM PT BUCK TO MASONRY BRICK MOLD MATCH FRAME WIDTH, ATTACH w/ FINISH PER ELEVATION NAILS ® 4" FROM ENDS AND 12" O.C. REMAINDER. ATTACH DOOR THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAT-- TYPICAL DOOR ATTACHMENT DETAIL s�ae: N.T.S. WGM-150 REBAR, CONT. IN ND BEAM ND BEAM PER PLAN REBAR VERTICAL PPED 25" MIN. U.N.O. REBAR VERTICAL IN LID FILLED CELLS, 1 PLAN). REBAR VERTICAL PIPED 25" MIN. U.N.O. K5" CLEAN OUT AT ALL LED CELLS. E FOUNDATION PLAN D DETAILS FOR FOOTING INFORCING, I LMF IIFlUTAL) W19 I TYPICAL FILLED CELL DETAIL EXTERIOR CONC.WALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. EXTERIOR CONC.WALL 1/4" DRIVE-IN GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS STRAP INSIDE FACE OF WALL PER MTS16 FROM EA. TRUSS W10 WHEN TRUSS STRAPS TO HDR. INSTALLED ON INSIDE (NON -SHEATHED) FACE OF WALL EDGE NAIL SHEATHING SIMPSON H2.5A ®TOP &BOTTOM OF PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'D, OPENING FRAMING (JACK STUDS ONLY) 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 DBL 2X TOP PLATE. BOTTOM 2X OF TOP CONT, w/ 10d COMMONS AT 16" O.C. PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICER (3) COMMON NAILS AT ENDS. NAIL PLATES HEADER PER PLAN, (2) PLY 6 () lOd NAILS KING STUD TO CONT. w/ 10d COMMONS AT 16" O.C. MIN. ADDTTONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM - (1) SIMPSON LSTA18 AT 3" O.C. ALL AROUND HEADER CENTER ON HEADER. OPENING CONNECT WALLS PER W10 DETAIL ®— STRUCTURAL SHEATHING PER PLAN INTERIOR NON -SHEATHED WALLS (ON OPPOSITE SIDE OF WALL) DOUBLE SILL AS REQ. FOR 2x STUDS AT 16" O.C. SHUTTER ATTACHMENT 2z STUDS AT 16" O.C. - T-r — -- - SHEATHING PER PLAN • EXTERIOR I ( I I WALLS AND SHEAR WALLS (ON I I OPPOSITE SIDE OF WALL) EDGE NAIL SHEATHING I I I I (1) SP4 TO KING & JACK STUD U.N.O.- PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN II II NOTE: FOR EXTERIOR BEARING WALLS ONLY (maNTYPICAL FRAMED BEARING WALL v v v v /■m 2X6 WOOD BUCK ANCHORED TO CMU w/ 1/2" x 6" "L" BOLTS OR 5/8" x 6" SIMPSON TITEN HD'S FRAME TO BUCK TO w/ 2" WASHERS AT 24" O.C. & MASONRY WITHIN 6" OF TOP AND BOTTOM, 1- OR (2) ROWS OF 1/4" x 3" MASONRY SCREWS @ 12" O.C. STAGGER ROWS 6" FROM EA. END mmmmmmmhq mil ILI 1/2" x 2 1/4" HILTI SLEEVE ANCHOR OR EQUAL MIN. 1 1/2" EMBED INTO MASONRY FRAME TO MASONRY (1) PER BRACKET TYPICAL GARAGE DOOR ATTACHMENT scale: N.T.S. STUD COLUMNS PER PLAN Y' SOS SCREW 016, D.C. - STAGGERED EACH SIDE OF POST (RESULTING IN 8' O.C. UD COLUMNS PER PLAN OVERALL SPACING) 4-PLY: Y" x 5' SOS SCREWS 5-PLY: Y' x 6' SIDS SCREWS 6-PLY: Y" x If SOS SCREWS 7-PLY: Y,' x 8" SDS SCREWS CS16 OR EQUIV. (TOP, MIDDLE AND BOTTOM) )d NAILS 0 8' O.C. PLY) (2) 10d NAILS 0 e O.C. (EACH PLY) PRIMARY METHOD ALTERNATE METHOD STUD PACK DETAIL FOR (4) PLY OR MORE STUD COLUMNS WGM-160 TRUSS BOTTOM CHORD PER MANUF. • 24" O.C. — EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM OF HEADER PER PLAN r — _ _ — HEADER PER PLAN, (2) PLY MIN, ADD JACK/KING STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL AS REQ. FOR SHUTTER ATTACHMENT EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3" O.C. ALL F_7��7� AROUND OPENING DOUBLE SILL AS REQ. FOR ii _a_ - __71 II II II II SHUTTER ATTACHMENT II II II II II II II II NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS W/ SHEATHING PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING TYPE A 8" LINTEL 8" TYPE B 8" TYPE C 12" TYPE B 12" TYPE C 14" TYPE B** 14" TYPE C** 16" TYPE B 16" TYPE C 20" TYPE B 20" TYPE C 24" TYPE B 24" TYPE C 28" TYPE B 28" TYPE C 32" TYPE B 32" TYPE C 2'10" 1'6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 T 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 10" 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 5110" 4' 6" 860 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 6- 6" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 T 6" 6- 2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2109 2632 3898 5661 4742 5501 8'4" 7'0" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9'4" 8.01, 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 2905 3552 525 873 N/A 1254 1684 2193 2805 3552 12'6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2883 13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14'0" 12' 8" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 1 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" 16'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 19' 4" 18' 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 420* N/A 750* 960* 1177* 1415* 1676* 20- 0" 18'8" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 340* N/A 598* 845* 1114* 1345* 1468* * PRESTRESSED ** 8" W/2" RECESS U-LINTELS Type A = Unfilled no Rebar; Type B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C= Continous Grout, Steel per plan in Bond Beam & Lintel C.O.A.# ARCHITECTURE: AA26002802 C,O.A.# ENGINEERING: 29349 THOMAS A. WEBER, PE R.E. # 73242 FLORIDA 8 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/16/21 DATE STATE CO JO..... 0 W M MO t'J � r 00 c� O r ^ V J\ �� o o0 N n111-3 F) i-1 0 d1 U —4 t d� M cc1 O � bJJ CIO vs N 0 PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET S4.2 STRUCTURAL SHEATHING. - REFER TO STRUCTURAL SHEE FOR NAILING & OTHER REQ. ` IPER W32 TYP. 2—STORY WALL INSULATION AS PER SPECS. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. SHINGLE (OR TILE ROOF PER SPEC) — TRUSS STRAP PER STRUCT. DETAILS TOP OF WALL (REFER TO ELEV.) FASCIA PER COMMUNITY SPEC SOFFIT & OVERHANG PER SPECIFICATIONS REFER TO 2ND FLOOR JOINT DETAIL RIM BD. OR TRUSS PER STRUCT. TOP OF FLOOR (REFER TO ELEV.) ,TOP OF CMU (REFER TO ELEV) BOND BEAM PER PLAN EXTERIOR SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS SEE STRUCT. DETAILS FOR VARIATIONS - O,_O' FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. (2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' O.C. STAGGERED 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS ® 6' O.C. STAGGERED 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' TAPCONS TO SLAB �1 1 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' TAPCONS TO SLAB T\imlA • 1 AT • im ArT • 11 A 12 PER ELEV. STRINGERS TOE NAILED TO 2X LEDGER W/ (4) 10d NAILS. STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DWGS ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS FASCIA PER COMMUNITY SPEC. FASCIA PER COMMUNITY SPEC. BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINF. REQ. INTERIOR SEE STRUCT. DETAILS FOR VARIATIONS Ek FL a as a FINISHED GRADE 4. MONOLITHIC FND., SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH, & REINF. REQ. W30 TYPICAL 1 STORY WALL SECTION CLG. JOIST 0 16' O.C. SECOND FLOOR ELEV. PER PLANS STAIR LAND G ELEV. & SIZ PER ARCH. PLANS 2x6 LEDGER SUPPORTED BY ONE OF THE FOLLOWING STRUCTURAL SUPPORTS: a. KNEE WALL BELOW (JOIST HANGERS NOT REQUIRED) b. (3) 16d NAILS INTO EACH STUD (16. O.C. MAX) c. (2) Y4* x 2 Y' CONCRETE SCREW 012' O.C. TO MASONRY (2) 2x8 HEADER. SUPPORT WITH KNEE -WALL OR (8) 16d NAILS INTO STUD ® WALL 2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS @ 6' O.C. STAGGERED SECURE 2x6 FLOOR JOISTS 0 16' O.C. TO HEADER wAUS26 JOIST HANGERS w/(4) 10d TO JOIST & (6) 10d TO LEDGER GRASPABLE HANDRAIL; 1 1/4' MIN TO 1-1/2' MAX DIAMETER GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD SHALL NOT BE GREATER THAN 3/8'. GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST RISER SHALL NOT BE GREATER THAN 3/8'. HANDRAIL BRACKETS TO BE CONNECTED TO FRAMING PER MANUF. RECOMMENDATIONS SECTION 1 1/2' TUN RETURN HANDRAIL INTO 1X BACKER BD. PLAN IF USING PREMANUFACTURED STAIRS, FOLLOW THE DETAILS PROVIDED BY THE MANUFACTURER. STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF 12 PER TRUSSES. REFER TO TRUSS ELEV. ��WY50OF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS FASCIA PER COMMUNITY SPEC. .. SOFFIT & OVERHANG PER SPEC. BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING w/ PRECAST SILL PER PLAN SEE STRUCT. FOR ALL REINF. REQ. EXTERIOR INTERIOR SEE STRUCT. DETAILS FOR VARIATIONS A$ FINISHED E0 d. ITHIC FND., SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. W31 TYPICAL 1 STORY WALL SECTION STRUCTURAL SHEATHING CONTINUOUSTHROUGH FLOOR CONNECTION 2x STUDS @ 16- O.C. — FLOOR SHEATHING TRUSSIJOIST PER PLAN -� SHEATHING PER PLAN -� BEAM OR FLOOR TRUSS GIRDER 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/(2) 16d NAILS 016"O.C. 23/32- FLOOR SHEATHING NAILED w/8d NAILS 6" O.C. 0 EDGES & 12" O.C. FIELD NAILING (MIN) 2x BLOCKING 4'-0" O.C. FOR TWO BAYS. NAIL FLOOR SHEATHING TO BLOCKING w/ 8d NAILS 4' O.C. I TRUSS PER PLAN — SHEATHING PER PLAN - META16 ANCHOR 0 24" O.C. STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT DIAG. REQ. @ BLOCKING. NAIL w/ (2) 10d NAILS E.E. FIELD FRAME 20 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS 0 16' O.C. w/ (2) 16d NAILS @ EA END NAILING PER DETAILS 8" KNOCKOUT BLOCK w/#5 CONTINOUS BAR GROUT SOLID 8" CMU WALL OR POURED CONIC. WALL, SEE PLAN FOR VERT REINF. ILOOR TRUSS/JOIST TO MASONRY WALL STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING TAIL SHEATHING TO BOTTOM 'LATE AND BEAM OR ;IRDER WITH HORIZONTAL IAILING PER DETAILS mAm Lm rLUVrt IKU33 GIRDER r( i o 12-STORY CONNECTION BEAM EDGE N"G PER DETAILS EDGE NAWNG PER DETAILS PRE. ENG. TRUSSES @ 24- O.C. LSTA12 @ EVERY OTHER STUD. HANGERS PER TRUSS MANUR OR PLAN � , „ 2-STORY CONNECTION BEAM 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/2-16d NAILS 0 EA. JOIST - 23/32" FLOOR SHEATHING NAILED w/8d NAILS 6" O.C. 0 EDGES & 12" O.C. FIELD NAILING (MIN) TRUSS PER PLAN —� SHEATHING PER PLAN META16 ANCHOR 0 EA TRUSS OR ®24' O.C. TO STRUCTURAL RIM IF JOISTS ARE USED STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTlOIN, SEE PLAN FOR ATTACHMENT NAILING PER DETAILS (4) 16d NAILS RIBBON TO EA. TRUSS 8d NAILS 3" O.C. WALL SHEATHING TO EACH TRUSS (4) 16d NAILS RIBBON TO EA. TRUSS NAILING PER DETAILS 8" KNOCKOUT BLOCK w/15 CONTINOUS BAR GROUT SOLID 8" CMU WALL, SEE PLAN FOR VERT REINF. LOOK TRUSS/JOIST w/LET-IN ON MASONRY WALL 2x STUDS @ 16" O.C: FLOOR SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING NAIL SHEATHING TO BOTTOM PLATE AND BEAM OR TRUSS / JOIST PER PLAN GIRDER WITH HORIZONTAL SHEATHING PER PLAN NAILING PER DETAILS TRUSS/JOIST CONNECTION BEAM OR FLOOR TRUSS TO BEAM PER MANUF. GIRDER ?-STORY CONNECTION @ BEAM FL9 C.O.A.# ARCHITECTURE:: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 8 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/16/21 oa`` STATE 40 OtNIA 0 w ` O O A oo 4-J O 0 rV.4 VJ � O 00 di n"I ;-1 O v C "o U cf' r-4 $� V3 V � 0 tt M�M N I'� t r A s� N v v O N O N c--� cc) 00 w v O N � CID -4--a Q H H 03 � Q o .� 0 = 0 � � w PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Sin le Family SPECIFICATION LEVEL Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET S4.3 m Ok2