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HomeMy WebLinkAbout6350 Bradford Woods Drr l APPLICABLE CODES WIDTH DEPTH BASE HOUSE 40,_0» 76'-0» SHEET LIST TABLE - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: LOT SPECIFIC AREA TABLE -FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL Description TOTALSheet NumberSheet-Title -2017 NATIONAL ELECTRIC CODE 0.01 Cover Sheet -BUILDING TYPE: VB :CONDITIONED SPACE 0.02 General Notes CMU-BASE PLAN 2162 SF Al .1 1 1 st Floor Plan CMU-ELEVATION FM2 34 SF A2.01 rout Elevation & Details 2196 SF A2.02 Side & Rear Elevations & Roof Plan ;NON -CONDITIONED SPACE 1.11 1st Floor Electrical Plan CMU-2 CAR GARAGE 402 SF 1.12 1 st Floor Electrical Options CMU-COVERED LANAI 260 SF Pi .11 1st Floor Plumbing Plan CMU-FRONT PORCH FM2 34 SF 0.1 Cover Sheet TM 696 SF 1.0 Foundation Details 1.1 Foundation Plan U Ite Larl ro u 2892 SF S2.1 Wall Base Plan S3.1 Framing Plan S4.1 Roof Details 4.2 Wall Details S4.2.1 Wall Details ALL V, t*'i: SHM-L (OIPLY WITH PREVAILING REX/, ,00E a s• � J'�1 NATION ! rr �, „�.,, C17y, , AND THLC ; ± ✓ vrtyRHILL PLAN ORDINANCE: GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS onfiguration Choices Spruce irst Floor Plate Height '-4" Plate Height hoices -Elevation Choices lorida Mediterranean (FM2) B itchen Layout Choices uilt-in Kitchen Layout 4 aundry Layout Choices aundry Room Layout 2 Stand Alone Sink) xterior First Floor Wall MU Exterior Wall hoices Additional Hose Bib Location Rear lex Room Ceiling Choices lot Ceiling lex Room Choices 3edroom 4 arage Bay Choices -Car Front Load IN arage Handing arage Left arage Water Heater Choices lectric Water Heater arage to House Lntry Stepped Entry wner's Bath Layout Choices ayout 1 Standard Shower wner's Suite Ceiling Choices lat Ceiling Rear Living Area Kitchen utdoor Kitchen hoices LOT SPECIFIED PLAN INFORMATION overed Lanai overed Lanai ath 2 Shower ChoicesTub/Shower Combination rN athering Room Ceiling ray Ceiling CustomerName * Market Home *, 6871-03501 hoices athering Room Door Choices Sliding Glass Door ind Speed Choices ind Speed 140 Address 6350 BRADFORD WOODS DRIVE ZEPHYRHILLS IFL 133542 Community 6871 JOAKS OF PASCO 6871-03501 ---- L� N 0 U CS N N O E 75 O N O M 0 co r� � M O 0 a O A� U� eo N � 11kPu1teGroupr O M C=) R 60 O a, N CA O w U) w 0 PRODUCT MANAGER RELEASE PROJECT TYPE !1. 1 T SPECIFICATION LEVEL I Mte PLAN NAME S ruce NPC MILD NUMBER 2116.501 SHEET GO,01 GENERAL NOTES — DO NOT SCALE DRAWINGS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS TERMITE PROTECTION — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT TM PulteLi-'N"ou — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF TREATMENT — INSPECTION FOR TERMITES o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS 4' CLEARANCE REQUIRED AT GARAGES AND PORCHES EXTERIOR — WATER RESISTANCE o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. ■ THIS IS NOT REQUIRED OVER CMU — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER R703.4 — EXTERIOR PLASTER o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 OR ASTM C1787 AND R703.7 — LATH o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 %" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2' LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 0 WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. — SIDING o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — MASONRY o BRICK IS TO BE INSTALLED PER R703.8 o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 ROOFING — UNDERLAYMENT R905.1.1 underlayment for asphalt, metal, mineral surfaced, slate and slate —type roof coverings. o Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate and slate —type shingles, and metal roof panels shall comply with one of the following methods: ■ A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied over the entire roof. A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM D1970 or a minimum 3-3/4 — inch wide strip of self —adhering flexible flashing tape complying with AAMA 711, applied over all joints in the roof decking. A felt underlayment 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 the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of the FBCR for fastener type and spacing). ■ Two layers of felt underlayment comply ASTM D226 Type II or ASTM 4869 Type III or IV, or two layers of a synthetic underlayment meeting the performance requirements specified, lapped and fastened as specified. — FLASHING R903.2 o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and shall be installed in a manner that prevents moisture from entering the wall and roof through joints in copings, through moisture permeable materials and at intersections with parapet walls and other penetrations through the roof plane. — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 GENERAL NOTES VENTILATION / ATTIC ACCESS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT VENTS ONLY PER R806.2 — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE AT11C LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER THAN 30 SF o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF THE ROOF FRAMING MEMBERS o MIN. ATTIC ACCESS SIZE IS TO BE 22"x3O" WITH 30' OF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE FIRE—RESISTANT CONSTRUCTION — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR A 20—MIN. FIRE —RATED DOOR — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — %" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE CEILING WITHOUT HABITABLE ROOMS ABOVE — 5/8" TYPE X GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE — %" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS WINDOWS/DOORS — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND MIN. 20' D o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44' A.F.F. — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED PATH WITHOUT GOING THROUGH A GARAGE o MIN. CLEAR WIDTH 32' WHEN OPEN AT 90 DEGREES o MIN. HEIGHT 78" o FINISHED FLOOR SHALL BE MAX. 1 1/2' BELOW TOP OF THRESHOLD o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o FIXED AND OPERABLE PANELS IN DOORS ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION ■ GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24' OF THE HINGE SIDE OF AN IN —SWING DOOR. o WINDOWS GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: • WHEN EXPOSED AREA IS OVER 9 SF • BOTTOM EDGE OF GLAZING IS LESS THAN 18' A.F.F. • THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; AND • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SURFACE WHEN GLAZING IS WITHIN 60' OF BOTTOM STAIR LANDING o WET AREAS - GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS LESS THAN 60' A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED WOOD — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD INSULATION — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY DRYWALL — X" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS ACCESSIBILITY — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29' CLEAR OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS REQUIREMENT. o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 POCKET DOOR SITE ADDRESS — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY GUARDS AND WINDOW FALL PROTECTION — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30' ABOVE GRADE (WITHIN 24' HORIZONTALLY) OR A.F.F. — GUARDS SHALL BE MIN. 36" o EXCEPTION: 34' IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE OF THE STAIRS — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24' A.F.F. AND GREATER THAN 72' ABOVE FINISHED GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED STAIRS — MIN. CLEAR WIDTH 36' o HANDRAILS SHALL NOT PROJECT MORE THAN 4 %' ON EITHER SIDE OF THE STAIRWAY — MIN. HEADROOM 6'-8" — MAX. RISE 7-3/4" — MIN. TREAD DEPTH 10" — HANDRAILS o 34"-38" ABOVE SLOPE PLANE o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE THAN FOUR RISERS 0 1 1A° 2" GRIP SIZE OR GRASPABLE FINGER RECESS ELECTRICAL — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o IN EACH SLEEPING ROOM o OUTSIDE EACH SLEEPING ROOM o ON EACH ADDITIONAL STORY o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI CIRCUIT BREAKERS OR RECEPTACLES — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND SHALL BE LISTED AS TAMPER —RESISTANT — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS c� a N S CA 25 U cn o 0 VJ o Q � Q) a` U cz N t� *PulteGroupr PRODUCT MANAGER RELEASE GATT. vv wv /VVVV PROJECT SPECIFICATION LEVEL I Me PLAN NAME Spruce NPC ILD NUMffR 2116.501 SHEET GO,02 r� W 0 V J t\ O O A a, v� U o c� N a� liPulteGrouFr PRODUCT MANAGER IRELEASE I DATE: xx /xx /xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Spruce NPC MILD NUMBER 2116.501 SHEET Ai'll N U U 1" +1/2' N , +1/2' o 4" 2, TYP. STUCCO BAND TRIM DETAIL SME 1/2' =1W SCAE-1/2' =1'-0' E A 2' 4' 'TT +1 L 0 CV O O C Z +1/2' +1, SILL DTL. ViL.1/r =1'—U' FRIEZE BANDING DTL %ME:1/r =1'-o' F B IL +1' 4r A +1/2' LL TYP. STUCCO BAND SILL DR. VIL.1/2' =1'-0' G C TRUSS BE [It _ _ EIEYAiION T.O. WDW 8' Ell' El 0 El E10EIF-1 00 EJE10 ElEl EIE]EIDE]EIDE] a \-GWGE DOOR Cr �J 41 " v 2 a Ad TRIM DETAIL $• SCALE: 9 . 1/ , W 0 0-0' F.F. -- /. FRONT ELEVATION ----- AMA SCALE 1/4' = 1'-0' (NOTE: SCALE 1/8' = 1'-O' ON 1107 PAPER) ENGAGED COLUMN o MAIL 1/2' = V4 N O _T t'J � r� M rV O J+ 0 Aa, Uc �.,m V N � llkPulteGroup- o t IRELEASE I DATE: xx/xx/xxxx PROJECT �. SPECIRCATION LEVEL Pulte PLAN NAME S ruce NPC MW NUMBER 2116.501 SHEET A2,01 SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) TRUS 8"-0- Y T.O. WDW I o b� I co � r 0 -0 N 0 M " �-------------- OPT. GRDS PER'-------- ---- co OPT. 4 BANDING COMMUNITY SPEC SIDE ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16- = 1'-0" ON 11x17 PAPER) -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 2893 416592 9.643 1388.640 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. FSQ. VENTS FT. SQ. IN. LIN. FT. 3.857 555.456 5 5.786 833.184 135 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY 8 -0 T.O. WDW � o o, _I co T.O. WDW 0 REAR ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) -------------- OPT. GRIDS PER COMMUNITY SPEC OPT. 4' BANDING SIDE ELEVATION SCALE 1 /8" = 1'-0' (NOTE: SCALE 1 /16" = 1'-0" ON 11 x17 PAPER) r-----------------• I ® I r OPT. 4" BANDING o 6 o cn V J c\ T A a\ W W Vc tv r'' w 0 tl.r r-q N � likPulteGroup- cn o g L M bo 0 G� � H Q N W o � -ic 0 � � Q PRODUCT MANAGER RELEASE xx PROXCT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME S ruce NPC ILD NUMBER 2116.501 r ZA2] 02 0 U V N Lu 0 u- w FIRST FL( R ELECTRICAL PLAN SCALE lle = 1'-O' (NOTE: SCALE 1/8' = 1'-O' ON 11x17 PAPER) I ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) On STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER /GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY '(> LIGHT FIXTURE - CEILING MOUNT H�> LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT 1' PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT UGHT FIXTURE - EXTERIOR WALL MOUNT R - LIGHT FIXTURE - LED DOWNUGHT - /- LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) Q EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE QS ? IE DETECTOR PRoE/CA �Q' ELECTRIC PANEL t ® MO SMOKE/CARBON BO [� ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR(AFa PROTECTM) EMERGENCY LIGHT --OPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET XY GARBAGE DISPOSAL (GFa PROTECTED) DOOR BELL CHIMES 40, GARAGE DOOR • WIFI HOTSPOT OPENER DATA/TV MEDIA /SWP BOX DATA rn OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18' AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44' AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66' AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 METER CIRCUIT MAIN CIRCUIT BREAKER J4 COPPER L-2' PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND 1 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL urn 31? ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS i I L I M I M I I ii. = I III-1 I 1=1 „mlICE GROUND ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE M 0 O A� f:f) N r� *PulteGroup- PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Sinkle Family W Pulte PLAN NAME S ruce NPC nILD NUMBER 2116.501 FSHEET E1.11 , 8 ♦ ♦ i ♦ / / ♦ ♦ ♦ / , / ♦ I / / / / ♦ , I I- - - - - - - - - - - - 'I (5 / � J � U ' I Ir I � WO 1 I , � ' I ; U- < < i I UU� Z / o 1 Q Oo 1 I 1 , 1 1 1 v v 1 I 1-- o ' � o 1 , 1 I U_j o � 1 1 , 1 O 1 1 ' U � 1 o ' I ' 1 , 1 , 1 I , 1 , 1 , 1 I O 1 I ; ' I , 1 I ; 1 , / 1 , / 1 1 O 1 I , gm 1 , I , ' I ' 1 I H ' ' , I 1'- 1 1 0 1 1 1 1 'Id0 o o 1 / / ' I W 1 / 1 1 1 / 1 1 1 I 1 / 1 1 1 cn 1 �/� W 1 1 1 1 , 1 ' O O ¢ AI /VIVO-,5 \ 'IdO ' U_ 1 , 1 1 — — — — — — -- — — — — — 1 1 1 a- I 1 L 1 o I - 1 CD I ; o ; wcl- H .fib31 / cl- I--- ---- —7 ---- --j l+) o I o ; 1 ' ( \ 1 1 I Oilk� O ' W �- m 0 I 1� N H m ME 0 D N I � � \ ¢ M n` 1 ' M 1 1 CC � / O M O --- o w m O LL a--------_ U - W N `G CL ' / � Z jo-19 L LI n�---� I '`. tI 'IE W uL__J � o O J 00 -------, 11 1 Z , 11 II 11 1 I 1 ``, 11 11 1 1 n eva'n ldo Ur UAM. LT. ,� 11 -------, 1 O O 11 1 FIRST FLOOR ELECTRICAL OPTION SCALE 1/4" = 1'-O' (NOTE SCALE 1/8' = 1'-0' ON 1107 PAPER) I co JII dm]IS 'IdO 1J9'1dO I ELECTRICAL SYMBOLS 1 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) f—I STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) On, STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER /GF0 STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET OBIT DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET s ff 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 F@ 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) 0 CAPPED PLATE r LIGHT FIXTURE - 48' FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE v PROVIDE FRAMING SUPPORT FOR FIXTURE O AMEEcET ) PRO CEP ELECTRIC PANEL ® SMOKE/CARBON El"l ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFa PROTECTM) EMERGENCY LIGHT O -OPB THERMOSTAT PUSH BUTTON Up TELEVISION OUTLET SWITCH V TELEPHONE OUTLET IpBARGo DI�SP� SAL DOOR BELL CHIMES GARAGE DOOR WIFI HOTSPOT GUO OPENER DATA/TV MEDIA /SWP BOX 00 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 / RANG HOOD 78' AFF BUILT-IN MICROWAVE 66' AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 2' PVC CONDUIT 1/2' PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM ITo I III III Ll— __ ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT 200 AMP DISCONNECT STITCH AND 1 PHASE MLO 2PHELECTRIC METER IN NEMA PANEL urn 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS L III III III Ili _ I III III IIII; 111#4 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE o4 / 1 rM� W M uj �o IT A� ;N ZA M cV U� l`J N � llkPulteGrouFr O o�z M O � 00 -ic a O N u ^' W O w -� Fri O 4 O `Y JJ W PRODUCT MANAGER IRELEASE I DATE: xx /xx /xxxx PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME S ruce NPC MILD NUMBER 2116.501 SHEET E1.12 I- 0 N FIRST FLOOR PLUMBING PLAN SCALE 1/4' = 1'-0' (NOTE: SCALE 1/8' = 1'-0' ON 11x17 PAPER) THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY 0 cf) G� °O 0 V A a\ aN U� co N � liPulteGroup- PRODUCT MANAGER IRELEASE I DATE: xx /xx /xxxx SPECIFICATION LEVEL I Pulte PLAN NAME Spruce NPC'MILD NUMBER 2116.501 rj . A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 7A EDITION. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBNG AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANCES IN LEVEL, FLOOR AND ROOF OPENINGS, STABS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE. ETC. 4. TIE 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 MY PLANS MUSE 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: PASLADE FASTENERS MAY BE USED ON SIMPSON HARDWARE REFER TO SIMPSON TECHNICAL BULLETIN T-POSIiIVENL06: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS, B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHNGLF ROOF TC DEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BE DEAD LOADS 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD 20.0 PSF (REDUCIBLE) BE LIVE LOAD w/o STORAGE 10.0 PSF BE LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSI" WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS 90 PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 18.0 PSI" INTERIOR WD WAIL 7.0 PSI" STARS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-16 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE 'C' C 1. 2. 3. 4. 5. 6. D. 1. 2. 3. 7. 8. 9. 10 11. E 1. 2. 3. 4. S 6. 7. 9. 1 2. ALL GUARDIANS 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 PRSIUMPTEVE 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 FAIL SHALL BE CLEAN MO 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, EX THAT INTERFERE WITH NEW CONSTRUCTION SHALL. BE REMOVED. PROVIDE MIN. 6 ML. APPROVED VAPOR BARRIER. AIL JOINTS TO BE LAPPED MIN. 6' AND SEALED. CONCRETE: CONCRETE SHALL. CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST EDITION) WITH M(DffRAS ICATAS NOTED IN THE DRAWINGS AND SPECIFICATIONS. DESK,N BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.} m CONCRETE PLACED DIRECTLY AGAINST EARTH - 3 INCHES CLEAR GROU b. STRUCTURAL SLABS ON ND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK FAIL - 2 INCHES CLEAR d WOM USED IN SLABS SHALL. BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER )i OF SUB 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 RACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN AD 614, AD 301, AD 318 3 AD 332. SLABS ARE DESIGNED AS LORCED PLAN CONCRETE SLAM ON -ME, 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' SUB SH A L BE PLACED NO MORE THAN 8-FEET APART INBOTH DIRECTIONS CONTRACTION JOINTS IN 4.0' SUB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWWMM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE )f TO 2 r IN LENGTH. DOSAGE MOM SHALL BE FROM 0.75 TO 10 POUNDS IN ACCORDANCE WITH THE MAIFACTURER'S RECOMMENDATIONS. SYNTHETIC FIFERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY TEE BUIDNG OFFICIAL. MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY NTH LATEST EDITION OF TMS 402 E 602 / AD 530 & 530.1 / ASCE 5 d 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE I MASONRY WITH WAIT STRENGTH OF 1,900 psi ON THE NET AREA (fm = 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 MFORM TO ASTM C 270, TYPE 'S' OR Y. MIT T SHALL CON O RM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUMCOMPRESSIVE STRENGTH OF 2500 PSL VERTICAL REINFORCEMMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FLIED WITH MALT GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 1T'-0' U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERBSE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE IMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY WE SHALT. BE LAD IN RIMMING BOND U.N.O. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LNTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS 0 VERTICAL FIB CELLS SHALL HAVE A MINIMUM OF (1) 15 BAR LAPPED AND TED TO THE FOUNDATION DOBEI, AND A STANDARD AD HOOK AT THE TOP, LAPPED AND TED TO THE HORIZONTAL REINFORCING N THE TOP OF THE WALL. SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS REINFORCING STEEL MINIMUM REQUIREMENTS BAR 97E MINIM LAP MINIMUM BEND DIA. MINIMUM AD HOOK 14 20' 3' 10' 15 25' 3-3/4' 10' 16 34' 4-1/2' 11' v 4f 5-1/4' 13' F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE M.D. N STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES 3. REBAR LAP SPLICES ARE TO BE CLASS 'B'. MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GRATER. 4. HELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE 5. DOWELS BENEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER R=8 b +/- 3/8' -3/8' db=8 b TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE 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 NOS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 2x4 (MN) SPF OR SP NUMBER 2 OR BETTER 016' O.C. FOR WALLS 9'-5' OR LESS 3. INTERIOR LOAD BEARING WAILS SHALL BE 26 SPF O. SP NUMBER 2 OR BETTER 016' O.C. MAX (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 2A SPF, SP, OR METAL STUDS 0 24' O.C. MAX 5. LUMBER N CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a) HEADER SIZES SPECIFIED ON SCHEDULES MD/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 20 STUD WALL PROVIDE (1) 20 KING STUD AND (1) 24 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 26 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH )f TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8' O.C. FOR EACH, U.NO. 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANCES FROM 2X4 TO 2X6 IN LIEU OF ANY COIKCTIIG 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 It O.C. UNLESS NOTED OTHERIMSED. 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 WAILS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WAILS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO MG. 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 N 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 E BOTTOM CORD SHALL BE SOUTHERN YELLOW PINE (SP). THE GRADE SHALL. BE DETERMINED BY THE DELEGATED TRUSS ENGINEER 9. ALL TRUSS-TD-TRUSS CONNECTIONS, BOTH GRAVITY AND UPLIFT, ARE DELEGATED TO THE TRUSS SYSTEM ENGINEER AND CALLED FOR ON THE MANUFACTURER'S LAYOUTS ANCHORAGE: 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' LING ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT TREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3'x3'xO.22r PLATE WASHERS ! EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF AD 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE SIMPSON STRONG -BOLT 2' I. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF AD 355.2 AND IOC -ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE SIMPSON 'DTEN HD' CAN ONLY BE INSTALLED N DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS I. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF AD 355.4 MD ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHI E SHALL BE: SIMPSON SET-XP' OR SIMPSON 'AT-XP' SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIIA SON 5ET-XP' L 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 YONDER -ACTUATED FASTENERS' b) SCREW FASTENERS IN CONCRETE SHALL FEET THE REQUIREMENTS OF AD 355.2 AND ICC-ES AC191 PRE -APPROVED CONCRETE SCREWS SHALL BE SIIRSON 'TITEN SCREWS' i. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON 'SNP ►. INSTALL ALL POST -INSTALLED MUM N STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL L PRE -APPROVED SUDTETUTIOONS FOR 1/f DIA. CAST-N-PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON STRONG -BOLT 2'W/ MN. 2 3/4' EMBEDMENT DEPTH AND 4'EDGE DISTANCE b) 1/2' DIAL SIMPSON 'BEEN HD'W/ MIN, 31/4' EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST-N-PLACE ANCHORS. H. PRE -APPROVED SU BTOTUTIONS FOR 1/f DIAL CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a)1/2' DUL SIMPSON 9TTEN WWI MN. 31/4' EMBEDMENT DEPTH AND 1 3/4-ME DISTANCE. b) SET-XP EPDXY w/ 4' EMBEDMENT AN 1/2' DMA. 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. 0, PLACE ANCHOR BOLTS AT 4' MN AND 1f MAX FROM SILL PLATE REND OR FROM A NOTCH WATER THAN 1/2 THE WADTH OF THE PLATE, A MINIMUM OF 1 3/4' FROM CONCRETE EDGE, AND SPACED AT 24' O.C. MAX 1. SILL PATES SHALL BE TREATED WITH DISODIIM OCTABORATE 1EIRAHYDRATE (DOT) (NER 640) OR ANOTHER LOW COROSIVE CHEMICAL TREATMENT. 12. DO NOT NOTCH OR BORE DIRGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 11 BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG- -TIE. J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASING #5 REBAR VERTICAL REIFORCING AT AN INCORRECT LOCATION. IF THE WAIL HAS NOT BEEN BUILT. DRILL A r DUL HOLE 6' DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36' LONG J5 REBAR WITH SIMPSON TYPE 'SET' EPDXY INTO THE MILLED HOLE FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MD(NG THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (N GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A 12' LONG LAP WITH THE CONTNNRIOUS REBAR N 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' MADE AT THE FLOOR. DRILL HOLE AND INSTALL A 3f LONG REBAR AS DESCRIBED ABOVE LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLI) WITH GROUT AS SPECIFIED. 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRY ALTERNATES TO ANCHOR BOLTS N THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS 2.1 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE MANUFACTURER, OR IS AT LEAST 2-Y FROM ANY EDGE FOR )f BOLTS AND 3-)' FOR V AND X47 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 IV). 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 TIN AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM Vt x 6', OR AS REQUIRED ON THE DRAWINGS ALTERNATE CONNECTION IS AN ANCHOR W/SIMPSON TYPE 'SET' EPDXY THE SAME SIZE AS THE ONE BONG 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/T BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO 11MGH BOTH PLYS OF MATERIAL (I.E. 3' NAIS). WHEN GAP IS OUTER THAN 1 t/f, 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 OVERIi MING THE SLAB BETWEEN )f AND I V, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 Jf, CONTACT THE E.O.R. FOR REPAIR. i 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/80RD 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-SOS1.5 WITH (12)-1/49A-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'r' SDS3 WITH (12)-1/4x3'SDS SCREWS, WHERE''CORRESPONDS TO THE NUMBER OF STUDS IN THE MULII-PLY. 6. NOTCHED TOP/BOTTOM PLATES a FOR PLUMBING/MECHANICAL UTILITIES A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% BE THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT S 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'W1DE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/2-TO THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1' FROM THE EDGE OF THE PLATE THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS 2-ABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2-KYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTUTIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTUES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE OUT 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 FISH 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 AID ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES THIS APPLICATION WOULD BE IN COMPLIANCE WITHR703.1. 2. SOFFIT, OTHER THAN THE EXIERICR GRADE SOFFIT BOARD OR SOFFITS USING HIGH -RIB METAL LATH AND STUCCO, SHALL HAVE THE PRODUCT APPROVAL NOTED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS SUBMITTED. ALL ALUMINUM OR VINYL SOFFITS SHALL MEET OR EXCEED THE REQUIREMENTS NOTED ON THIS SHEET IN REGARD TO DESIGN PRESSURES ALL ALUMINUM MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO COMPLY WITH THESE MINIMUM DESIGN PRESSURES INSTALLATION IN ACCORDANCE WITH THESE REQUIREMENTS WILL COMPLY YOUTH R703 AND R704. ALL VINYL SOFFIT SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND R704. Ic valu fiase '1W a11a . Roof Pressures Wall & Soffit Pressures Zone 1 Zone 2 Zone 3 Zane 4 Zone 5 "7 19.2 -34.4 N/A to 727-47.5 25.8 -27.8 25.8 -34.4 Zone 2e Zane 3e 19.2 -47.5 N/A N/A Zone 2n Zone 3r NA NA NA NA 3 Zone 2r 19.2 -47.5 DESIGN PRESSURE CALLS Positive Width Height Effective; Pressure Pressurg r- , MW WTI$ ®®�MWI MW DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 E BENJAMIN NIESE, PE P.E.# 86025 O IAN MCCULLOUGH, PE P.E.# 80956 08/04/2021 DATE ``, p►1111 ! '/' �y No.860 ���►llitlill��` 0 m � 45 00 o 0 v) � O O � �MM v U CO N � ItPulteGroup- RODUCT MANAGER RELEASE P XX PROJECT TYPE Single Family SPEOFICATION LEVEL Nte PLAN NAME Spruce NPC MILID NUMBER 2116.501 SHEET Sol (1) 15 REBAR w/ LAP PER COVERSHEET CMU COL PER 8' C.M.U. FINISH PER ELEV. P LAN -0'-0' FINISH GRADE MONOLITHIC FOUND. o W/ (2) # DIA. RODS .•, CONT. ON CHAIRS 9' STARTER -O' COURSE " ~. �14VO 2 Y ALT. CMU SEAT 0 -IV MOM EXTERIOR MASONRY WALL FTG TOP °F SCALE 1/T=1'-o 12' SQUARE C.M.U. (2) ¢5 REBAR COL PER PLAN w/LAP PER COVERSHEET W SLOPE RO Z CONCRETE FOOTING w-, ; AS NOTED ON FOUNDATION PLAN (F REQUIRED)0 L PER PLAN MASONRY COLUMN ON SPREAD FOOTING CMU COL PLAN #5 REBAR w/LAP PER W PAVERS OR SLAB PER S•� COVERSHEET OIL_0�_0" SLOPE SPEC. CONCRETE FOOTING r° m CONCRETE FOOTING r_�,jj w/REBAR AS NOTED o w/REBAR AS NO ON FOUNDATION PLAN �-- �•- ON FOUNDATION PLAN • • • . z • ., s .. (IF REQUIRED) (IF REQUIRED) PER PLAN PER PLAN MASONRY WALL CORNER ON SPREAD FTG(Pavers) MASONRY WALL CORNER ON SPREAD FTWALL CORNER ON SPREAD FTG. (Pavers) MASONRY WALL CORNER ON SPREAD FT PAVERS OR SLAB PER SPEC. CONCRETE F0011NG w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) Fo3o MASONRY C( SCALE. SCALE: 1/T=1'-o B' C.M.U. BLOCK FILLED 3/4' RECESS IN SLAB 10 1/2" SOLD w/GROUT FINISH FLOOR 4' C.M.U. BOCK PER ELEV. w_ 4' 25' LAP MIN. (1) #5 REBAR SLOPE m � cc => IF o Z _I 2_; /l f 0 IMPACT GROUT BED D000ORR PAVERS PER SPEC DOOR PER SPEC Z a PAVERS PER 3' (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS a VARIES) SLOPE '- _ —• SLOPE ' PER PLAN ri '} �.� ► 00 f7T oo `O 3" 1-0 MONOLITHIC MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0' _.. .. 1'4 0 2-STORY w/(2) # DIA. RODS w/(2) #DIA RODS 1'-4' 0 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS FO7 EXTERIOR DOOR SILL @SGD Pavers EXTERIOR DOOR SILL ENTRY Pavers SCAM 1/2'=1'-0 SCALE: I/T=1'-o SEE HEADER/LNTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIM ANCHOR REQUIREMENT 2X AT 16' O.C.W/ I/T CWB EA SIDE W a (2) # DIA. RODS (C1�) #ROD CONT. ON CONT, ON CHARS °v AIRS TYPICAL 3 1 /2' CONC. 10' Flo THICKEND SLAB @ INTERIOR WALL SCML 1/T41 0 FINISHSLOPE GRADE SLAB :'{ mil .j;: !•j THICKENED SLAB EDGE SCALE: 1/T=1'-o (1) # REINFORCMENT 4' BAR CONT. CONNC, PER SCHEDULE a SLOPE TO DRAIN 1 SHOWER RECESS 4' ALT. BRICK THRESHOLD GARAGE DOOR RECESSED SILL ME. 1/T=1'-o RECESS WITH PAVERS RECESS NTH SLAB DOOR PER SPEC GROUT BED a DOOR THRESHOLD PER PLAN W 0 R D` R F SLOPE - PER PLAN �� 00 s f too ' a i . , MONOLITHIC FOUND. MONOLITHIC FOUND. • ; : , .W/ (2) # DIA. RODS W/ (2) # REBAR f . 1-0. CONT. ON CHAIRS CONT. ON CHAIRS 1-$ 1-4'02 4Y CK EXTERIOR DOOR SILL @ ENTRY (Concrete) wn EXTERIOR DOOR SILL POCKET 1 ZERO CORNER SGD SCALE 1/T=1'-o SCALE: 1/2'=1'-0 MASONRY COLUMN PER PLAN —15i REBAR 15 REBAR w/25' MIN LAP 0 EA FILLED CELL w/LAP PER SLOPE COVERSHEET mega PAVERS OR SLAB PER SPEC. o CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PER PLAN PLAN (IF REQUIRED) Cona'ete(R_M_ TYPICAL MASONRY COLUMN ON SPREAD FTG. (1 1CREBAR ELL AT EACH- LLED CMU STRUCK BOTH WAYS 9 POURED CURB • FINISH GRADE c—MONOUTHIC FOUND. w/(2) 14 DIA. RODS ILL _D• � CONT. ON CHAIRS - - - - - 1-4' 0 2 STORY SCALE: 1/T=1'-o 8' C.M.U. WALL FINISH 8' C.M.U. WALL FINISH 2x P.T. PLATE SEg1RFD M SLAB w/ PER ELEVATION 3/4' RECESS IN SLAB PER ELEVATION Y PONDER AMA18 FASIENERS OR FINISH FLOOR�� TAPCOIIS 016' O.C. OR (2) ROWS 12d MONOLITHIC FOUND. w/(2) # DIA. RODS CONT. ON CHAIRS. -D GIN NAILS 017' O.C. STEP PER PLAN SLOPE :SLOP�E�,,r,y {. ,+ MONOLITHIC FOUND. w/(2) # DIA. RODS 74 CONT. ON CHAIRS. 1'-0' 61/2' PAVERS TYP. -� �(1) #BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM VERIFY LOCATION I" (1) #5 REBAR w/LAP PER COVERSHEET FINISH GRADE PLAN MASONRY WALL ON CONTINUOUS FTG. SCALE 1/T=1'-0 PER PLAN THICKENED SLAB i SCALE: 1/2•=1'-0 2x AT 24'0.C. MAX .1/T G.W.B. EA. SIDE 0 (1) 14 ROD CONE ON CHARS UNO 2X AT IV O.C. W/ 1/2' GE EA. SIDE SEE HFADER/UNTEL PLAN FOR ASSOCIATED WALL DETAIL STEP PER PLAN (7yry7[[ SPECIFYING ANCHOR REQUIREMENT iG �• .ti •' .�' • O (2) 14 ROD CONT. ON CHAIRS 6" 1'-0• Fos THICKENED SLAMGE (BEARING) SCALE: 1/2'=14 CORNER BAR WITH 25' VERTICAL DOWEL ''''. { r MIN. LAP SPLICE EACH _' SIDE SAME SIZE AS AS REQb IN PLAN :' CYAN COMP CONT. FOOTING STEEL ALTERNATE TO CORNER `s' 'r;s..: �' t • NUMBER OF CORNER = SPLICE PROVIDE CONT. ."' %`^ t ' .'� t'' "� ': ' : BARS EQUALS NUMBER STEEL RE1NF. BARS BENT ��' - '•t t.•?�rii OF CONT. BARS AT CORNERS TO COMPLY MATH THE INTENT OF THE •'; . ` . BUILDING CODE NUMBER OF REBAR IN. PER PLAN 25' M PVC SLEEVE LAP SPLICE F12) REINF. PLACEMENT AT FTG. CORNERS F13 B BE SCALE: Ig=1'-O 1'-4' 0 2 STORY PENETRATION DETAIL (SIDE VIE SCALE 1/2'=I'-0 8' C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE [i4 aIC. I� f�I�lrlS� MONOLITHIC FOUND. w/(2) # DIA. RODS CONT. ON CHAIRS 2x P.T. PLATE SECM TO SLAB w/ 3' POTM ACTUATED FASTEtFRS OR TAPCONS 0 Ir O.0 OR (2) RMIS 12d GUN NAILS 012' O C. START SLOPE HERE SLOPE 2X AT 1V O.C. W/ 2x AT 2411C. MAX 1/2' G.W.B. EA. SIDE 1/T GWB EA. SIDE 2' SEE HEADER/LNTEL PLAN FOR ASSOCIATED WALL DETAIL START SLOPE HERE SPECIFI1NG IWCHOR REQUIREMENT SLOPE• } •tt _; �. .;.z.f �+r •a .. . JI- (�) �� CONT. 10 1/2"I. 1'-0• 110 1/2' _ PENETRATING PVC SLEEVE 8' C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) # DIA. RODS CONT. ON CHAIRS C5 a 0 N S2 95 0 M 4 45 00 M C 0 UJ T� y. A �^J N U as o 0 �1•I � •co •O N � liPulteGroup- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX SCANS 1/T=1'-0 C.O.A#ARCHITECTURE: �— AA26002802 C.O.A.# ENGINEERING: 29349 PROJECT TYPE BE .# MIN8602 NIESE, PE Single Famil. P.E.# 86025 ❑ IAN MCCULLOUGH, PE v P.E.# 80956 c SPECIFICATION LEVEL °�°�`202t Pulte PLAN NAME � • s � S ruce t , 0.86025 _ NPC MILD NUMBER - * ' 2116.501 T M � � OF SHEET MAt. SILO _ 1RI11 pa+ 0 N T 0 a .0 ,01 .0 ,19 .Z/1 c-,t .�-,5 .8-,ti ,Z/1 g-,5 .01-,� .*-.9 OA AJIN3A 1 '0 4 lul" O .z 9 I .� � I 'o'Lh �Ib3n I .� 5 a9 tg I xt-,t -------------------------- ---------- • --- • -------------------- •------------ --------- -------- •-------------------- • ------------------ ------------ Lai --------------------- ----------------- (J mNto �0 � O W cn _ \ _ cm, I 60 yc� CTL CIV � O o i .m s O . .6—,£ 1 .1 ,7 _ O � o p -c o po V a0 t l p i Q• tV I N R 0_ cn�0 Fm t5 �y�' p, ,' �� CUJ LW .7 0 00 � o LL � Q Q 19,�y1 � i i ]W�s "OIL."�� r LLJ I I o V; 7n is � N • W I N o 00 O U O W — — I U t0 tN N _ \ it U (n U Cn Z O I ---------------- - ------ — W en U O Q N UO �a J );; LLEF� � � I � C-) Z � � ZO JJp N Ri•—,OZ _ LPL y y £' 4J O R " , 7 y�r 3dO S 3dO1Sco _ I .0—,L*.9 t 00 00 0 3 Iuj NN _ N a W u-- W I Z W W con� c t CD � N Q I .x �m R CL y r �Z W CD CD OI- ------------- ------------ ----- ----.------------------------.----------- -------------.----- ------- .------------.------ ----- ---------.-------------- ----.--- ---------- Full -. ---'--- — ---- . --go O r r r g I —1 'o'n ,13R13A •o•rl �I�A LL pT I ��-� ��-,£ ��-,£ .ti-,q �g—t£ �g-,£ �g ,g .OL ,£ .Z ,f• .0 ,ti .Ol ,£ .0-,01 .0-,99 FOUNDATION PLAN SCALE: 1 /4"=1'-0" .6-,E I .6-,£ I C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 BENJAMIN NIESE, PE P.E.# 86025 0 IAN MCCULLOUGH, PE P.E.# 80956 08/04/2021 DATE l i t< l i i l l/ GE ti .` 0 �o STATE tilll MM v� �o 0 cn QD NT A d� "' t T v V� cl o 0 V' N � llkPultoGroup- PRODUCT MANAGER 1 I" "fR", I PROJECT TYPE Single Famil SPECIFlCATION LEVEL. Pulte PLAN NAME Spruce NPC'MILD NUMBER 2116.501 SHEET sil •r____�u�.� .___ _. ___. .- -. _ t�� .. .�-_. —s� ...._ .�� _ _ _ _ __ —_ _ _ __ _ -_ "` _ _ __ _. �� �_L. _Z.—_ _ _�- _-_ _ __- -_ ______- ___ _ -_ _ _ _-..tb'll1 �.L11L"b'�I�L.A' 5 a- N N H S2 95 v O M� ./� coc! o 65 VJ O f � � O O DO � N V c'�j cq o N � liPultoGroup- RODUCT MANAGER P RELEASE PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME Spruce; NPC"MILD NUMBER 2116.501 SHEET S2,1 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. REFER TO DETAILS FOR ALL WALL SHEATHING REQUIREMENTS. ALL OTHER SHEATHING TO COMPLY WITH MINIMUM CODE REQUIREMENTS U.N.O. IN THESE DRAWINGS. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2' MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED N ARCHITECTURAL DRAWINGS. 8. PROVDE SOLID BLOCKING FROM ALL BEAMS & ORDERS TO FOUNDATION BELOW: TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2 ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING A) TRUSS TO TOP PLATE TO BE (2) SNESON SO C15600 B) MlUL`I -PLY TRUSS REWIRE (2) SM5600 AT EA PLY B) (1) SDWM5600 SCREW FROM TOP PUTTS TO JACK TRUSSES 3. THESE PLANS ARE D OIEIG BASED ON TRUSS LAYOUTS AND ENGINEERING PROWDED BY THE DELEGATED TRUSS ENGINEER CHANGES OR MOaFICATIONS ARE NOT PERMITTED IMTHOUT A LEl D FROM THE ENGINEER OF RECORD. LEGEND LTT3 DETAIL INDICATOR sKr CROSS HATOfD AREA NOTES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY, THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURERS PROFESSIONAL ENGINEER. ROOF FRAMING PLAN SCALE: 1 /4 =1 -0 C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 BENJAMIN NIESE, PE P.E.# 86025 0 IAN MCCULLOUGH, PE d P.E.# 80956 N 08/04/2021 DATE N `,X►1IIIII ' rn G •,o� 0 N O o e—� co 0 U) � O O A� N Uc N N� *PulteGroup- RODUCT MANAGER RELEASE DATE: xx /xx /xxxx TYPE SPECIFICATION LEVEL I Pulte P F NAME ruce ILD NUMBER 6.501 IEET SM r� STRUCTURAL SHEATHING, SEE PLAN AND DETAILS rno .,TAf4 YA[Arr PRE: ENGNEER0 WOOD TRUSSES AT24'O.C. MAX. -OR- 2x BLACKING AT SHEAW EDGES wl b RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS wl 0)10d NALS, 24' O.C. CON1i�101JS CENTER MAX. SPACING SHEATHING NAL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING SHEATHING DETAIL NAILPER TYPICAL SHEATHING DETAIL TYPICALTRUSSANCHOR PERPLAN FETALATTRU,SSHEEL> 9114' TYPI(,AL,m,,,,, ANCHOR PER PLAN NOTE REFER TO ARCHITECTURAL DRAWINGS ANDiOR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PiTOFLE INFORMATION. (I.e. HEEL HEIGHTS, SLOPE, OWCIHANGS) S111UCTURAL SHEATHING, SEE PLAN AND DETALS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSESATWO.C. MAX TRUSS ANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM PER PLAN DETAIL AT TYPICAL TRUSSwl HEEL < 9 Or ROOF TRUSS ON MASONRY NOiE 2x4 OUTLOOKER REFER TOARXECiURALDRAWNGSAMPTRUSS � -SHETMI1G0� PER DRAWINGS WAFACT M DRAB FOR SPECIFIC TIT O PROBE AND DETAILS FOR ATTACHMENT � 2x6 FASCIA NFORMATDHL 4 HEEL HBf#TTS, SLOPE, OVL3THANQS) PRC�ENGNEfRED WOOD ___w N TRUSSES AT24.O.C. MAX. 1x6 w/(3) 8d 0 2(BL000VGATSHEATIHNG EDGESwI 2xRBBOrI BOAADATTACHED TO EA. OUTLO(KER (3) 8d NAILS INTO Tit a TRUSS wl 0)1 Od NAIS, 24' O.C. CONTINUOUS STRUCTURAL SHEATHING CENTER MAX FACING NAIL PER TYPICAL SHEATHING DETAIL I� STRUCTURAL SHEATHING NAL PER TYPICALSHFATHNG DETAIL FRAMING PER PLAN FRAMING PER PLAN STRUCTURALSHEATHING,iw SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGNEERED WOOD TRUSSESAT 24'O.C.MAX TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH DWWGS) CONTINUOUS STRUCTURAL SHEATHING NAL PER TYPICAL SHEATHING DETAIL FDETAL AT TYPICAL. TRUSS wl HEEL < 9114' TRUSS ATTAD ENT: ALLTRLM ENDSARE TO BE SECURED TO TILE WALL BELOW USING ONE OFTHE BELOW METHODS. ONE FUEL OPTION MIST BE USED FOR CONTI UOUS LOAD PATH: a NSTALLWAL TRUSS ANCHOR THitOUGai EXTERIOR SHEATHWG. EXT. SHEATHING S CONTNUOUS AND WLL TRANSFER COLD SHEAR & UPLIFT. b. NSTAU.TYPGAI. TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON NSDE OF THE WALLW H2JA0 EVERY OTHER STUD TO TOP PLATE EXT. SHFATHNG S CONTINUOUS AND WLL TRANISFTii CUM SHEAR & UPLIFT. c. NSTALLMCHORAS G40 FOR ON THERM TAV STRAPS ARE TO BE NSTAILED ON THE NU OF THE WALL. ANY STRAPS FROM THE SIDS TO THE UNDERLYNG STRUCTURE WLL BE MO FOR ON THE PLO. d. NSTALL TYPICAI.TRW SCREWS FROM TRW TO TOP PLATE. EXT SHEATHNG 6 CORMUOUS AND Ri TR44M COMBM SHEAR & UPTFT ROOF TRUSS ON FRAMING n V 1 sadc Fie Nano Sealy 1 /2"=1$-0" V L RWM-010 1 /2"=1'—O" STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24' O.C. REUD AT OVERHANGS GREATER THAN 120. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 2x4 'L' BACK. 2. AT VERTICALS OVER 6'-6' TO 8'-4' USE (2) 2x4 'L' BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BEL.OiI). 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 2x400 O '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) 12ds 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) 12ds AND ONE SIMPSON H5 CONNECTOR. —24 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM Bd NAILS. BLOCK 4 BAYS BACK FROM GABLE TRUSS. 1WHEN 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 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48' O.C. 0 APPROX 45-DEG ANGLE SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2' (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL TBACKS AND STRONGBACKS w/ 12ds � SHEATHING PER PLAN AT 6' O.C. NOTCH 'L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' d x 10' PL STRUCTURAL SHEATHING CMU ANCHORANCHORBOLTS AT 4'-0" O.C. MAX. w/2'x2' SEE PLAN FOR ATTACHMENT WASHERS AND 7' EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w 12d's AT 4' O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED I CONDITION, SEE PLAN AND DETAIL / CONT. 2x4 20 NAILED FLAT TO TOP OF BRACE ('T' CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN 2 NAILED �P STRUCTURAL NAILS 0 8' O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48' MIN MEMB R LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FlEID NAILING % DACE SPLICE SHOWN\ PER PLAN \ 2x4 BLOCKING AT 48' O.C. - 3 TRUSS BAYS WOOD FRAMING 2x6 NAILED 0 BOTTOM PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 GABL�EE�NDTRUSS BRACING DETAIL GABLE END 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. CONK. 20 w/ (2) 12d NAILS —\ STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN FA TRUSS MEMBER OR TRUSS WEB.- 2x LEDGER w/2-10d 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING ' 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT �EACi END w/ (2) 12d TOENAILS NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 54 BACK FROM GABLE TRUSS. 20 DIAGONAL BRACING w/ (5) 12d COMMON I_NAILS EA E4ND 0 32' MAX. SPACING �1 SHEATHING PER PLAN—j IF LENGTH IS LESS THAN 4'-0' USE 20 'L' BACK, IF LENGTH IS GREATER THEN 4'-0' USE (2) 24 "L" BACKS. NAIL 'L' BACKS w/12d 012'O.C.(NOTCHED 0 TOP w/2-12d TOENAILS 'L' BACK—E)TEND 6' PAST LOWER ROOF SHEATHING 0 T PARTIAL GABLE END TRUSS DETAIL rROK PARTIAL GABLE Fie Nano RWW-020 T=10%HOUSE WIDTH — —i�- T 0 7r RIDGE X 0 GABLE END } BOSTON HIP"X 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS — OR — PER PLAN 2x4 BETWEEN EA. — OUTLOOKER w/(2) 10d TOENAILS EDIMENT BLOCKING @ GABLE /-VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN MIN. 9' LONG 20 GA. FLAT STRAP w/ (8) 10d SHEATHING PER PLAN. -OR- 20 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. Qna 1VALLEY SET OVER FRAME T =10% HOUSE WIDTH X X x (D T X x RIDGE — GABLE END GABLE14 7=10%HOUSEWDTH 01 ROOF SHEATHING NAILS ROOF FASTENING ZONES 8d RING SHANK 0.113'x 2'w 1 2 3 SHINGLE 7116' SPAN RATED SHEATHING OFFSET DI EMON T =10% HOUSE WIDTH T T TLE:15i32' SPAN RATED SHEATHING PANEL EDGES @ SUPPORTS (1) 6'O.C. 6' O.C. 4' O.C. METAL'15W$PANRAT®SHEATHING PANELFELD (1) 6'O.C. 8'O.C. 6'O.C. NOTES: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR WIERSTYPICAL I EDGE SPACING ALSO APPLIES 08 GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES AND 3ARE EQUALTO 10% OF TOTAL HOUSE WIDTH, DIMENSION TOFFSET FROM ROOF EDGE MWDE HOUSE = TZONE, 40'WDE HOUSE = 4'ZDNE, 50'WDE HOUSE = 5'ZONE, 60'WDE HOUSE = OZONE ROOF SHEATHING ATTACHMENT DIAGRAM . F soda: 1 /2"=1'—Olt "r r.I"I."'NED ROOF AX 24' O.C. SHEATHING PER ARCH J 10 FURRING AT INSTALLED PER MANUMAX 16' O.C. F. w/ (3)10d AT EA TRUSS soi EXTERIOR CEILING FURRING SCALE: N.T.S. STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24' O.C. iAiW irlT MMS MCD-# TRUSS ANCHOR PER PLAN Fie Nana BLIND BEAM PER PLAN AND SCHEDULE SHEATHING PER PLAN R086 WALL BRACIN[GA�B EARING WALL SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN VALLEY SET TRUSSES AT 2e O.C. ROOF SHEATHING PER PLAN SHEATHING PER SHEATHING PER FOR- -----.----.- _--.---- - _ ,PLR". (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW 20 PURUN 0 EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN w/ 10d GUN NAIL 0 B' O.C. 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING STRUCTURAL SHEATHING PER PLAN AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK 20 OUTLOOKER FRAMING AT 24' O.C. OVER FROM GABLE ASS. DROPPED GABLE END TRUSS. ATTACH TO WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE TRUSS TOP CHORD w/ (2)-16d NAILS. SIDE OF BLOCKING. CONT. 2x4 w/ (2) 12d NAILS SIMPSON H10A w/(16)8d NAILS MIN. •�'� STRUCTURAL SHEATHING PRE—ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. TRUSS ANCHOR SEE CONN. CHART 3 1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 2x4 'L' BACK. BOND BEAM PER 2. AT VERTICALS 00 6'-6' TO 8'4 USE (2) 20 'L' BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). FASCIA SHTG. 3. AT VERTICALS OVER 8'4 TO 13'-0' USE ONE 20 SEE ARC{, BLOCKING 'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS DRAWINGS 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 HART i TO EACH 'L' BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL "L" 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. 0 APPROX 45—DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN R09B DUTCH HIP GABLE TRUSS BRACING DETAIL WDROPPED GABLE BOSTON HIP 2x4 BLOCKING AT 2'-0" O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24' O.C. 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. R07 µWALL BRACING AT NON -BEARING EXTERIOR WALL C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 BENJAMIN NIESE, PE P.E.# 86025 O IAN MCCULLOUGH, PE P.E.# 80956 08/04/2021 DATE` 1%11111/ ��� �Jp►M ��i ' No.860 _ :. Q STATE.11 OF W 0 M CO M 0 C A� � N Uc 0 cz Q) -1:1 1� c" � N O po lkPulteGroup- 161 s_o T c N o 0 V r� M 00 1 0 N Qj H vial w 11164 Q It PT, p° 0 PRODUCT MANAGER RELEASE DATE: xx/xx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Me PLAN NAME S rV NPC MILD NUMBER 2116.501 SHEET S4.1 R�IR� `��114n'�F?Ijpr�f4lA+gfly 3 a �1 • a • a • a N a a a a • a • a a NOTE: 1011-1 PROVIDE BLOCKING AT ALL • • O • SHEATHING EDGES. • . • • • • • o o N • N e a a a • e a a a a a a • • • o e • • o o e e a a o e e a AIL SPACING AT a a a a e a • a o 12' IN FIELD a e e • a a a a • a a a e a a N a a a N a 01 a EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16" SHEATHING 8d 3' O.C. 3' O.C. 12' O.C. ALL EDGES SINGLE NAIL EDGEVSPACING C112I/2 s e o 0 DOUBLE NAIL EDGE SPACIN( STUD SPACING PER P STRUCTURAL SHEATHING —]PER PLAN -'--2x4 BLOMNG SHEATHING SPLICE -SAME THM46S AND STRENGTH AAS ORIENTATION AS WALL NA14NG TYPICAL SHEATHING DETAIL W01 AT CMU WALLS USE 2x P.T. ATTACHED TO BIM OR LINTEL NTH POWER DRIVEN FASTENERS AT If O.C. FASTENERS TO BE Ile DIA. MN. AND EMBEDDED 3/4' MN. o'-ts' MAX GAP MINIMUM SHEAR CAPACITY TO BE 154 2x ANGLE AS REQUIRED N/ (2)10d TOE NAILS AT EACH END. NT. FNNH STRUCTURAL SHEATHING REQINRED AT 2 SKIES IN 2x4 FILL w/ 2' MAX• GAP 1zW00D WINDOWS AND DOORS AND AT ENTRIES WITHOUT BARREL AWA NG. SHEATH OUTSIDE ONLY WHEN BETWEEN BLOCS BLOCK AS REQUIRED AT WNDOW 1z P.T. BUCX BARREL FRAMING IS USED. FASTENER LOCATIONS. ATTACH WINDOW PER tx P.T. SHILL :, FLORDAPRODUCT APPROVAL NOTES ALTERNATE ARCH TOP $DIODE SEALANT MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. ROSH PER EIDATDN IF WINDOW OR DOOR IS NST40 IN OPENING SEE 'TYPICAL WINDOW AND DOOR ATTACHMENT DETAIL' FOR INSTALLATION DETAIL EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REWIRED 7 16' MIN 8d .. 3' OC .. 3' OC" OC 12..SHEATHING ALL EDGES GABLE END SHEATHING DETAIL W02 F 1 1 MATCH FRAWE WIDTH, ATTACH wl T NAILS @ f FROM ENDS AND 12' O.C. REMINDER. ATTACH WINDOW TWA) BUG( INTO MASONRY PER FLORIDAPRODUCTAPPROYAL ALTERNATE: 2x OR GREATER BUCK TO MASONRY BULT•UPTHICKIESS < 2114'=114'Ox4' TAPCONS @ 9 FROM ENDS AND 12'O.C. RE IANDER.w111WEMBEDMENT WHERE WINDOW FASTENER DOES NOT HAVE zx BACKING, THEICAL WINDOW ATTACHMENT DETAIL FASTENER MUST D(T90 THROUGH 1x SHN INTO BASE MAIIRIAL ALTERNATE ARCH TOP PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS S PTARCH FRAMING DETAIL NT.S.W13 INTERIOR W30 IYau STRUCTURAL SHEATHING. STRUCTURAL SHEATHING. REFER TO STRUCTURAL REFER TO STRUCTURAL SHEETS FOR NAILING & INSULATION AS PER SPECS. SHEETS FOR NAILING & OTHER REQ. OTHER REQ. / SOFFIT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS 0'—O' FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. P. 1-STORY WALL SECTION — U ,. n INTERIOR Flo Na"a: WGM-140 NT. FIOSH 1xWOOD 2x PJ. BUCK ATTACH DOOR PER FLORIDAPRODUCT APPROVAL BRICK MOLD FINISH PER EHATION wpni nnno ATTAMUR IT nrun N.T.S. INSULATION AS PER SPECS. PRE—ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. ROOF SHINGLE (OR TILE PER SPEC) TRUSS STRAP PER STRUCT. DETAILS REFER TO PLAN FASCIA PER COMMUNITY SPEC SOFFIT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING w/ PRECAST SILL PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS 01Lo'-o° FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. TYP. 1-STORY WALL SECTION W31 WOOD BUCKATTACHMENT: 2x OR GREATER MTO MASONRY BUILT-UP THCI(NE55 < 2114'=11413 x C TAPC ONS @4'FROM ENDS AND 12'O.C. REMAINDER w11114'EIIBEDMENT ALTERNATE: ix GusTOM PT BACK TO MASONRY MATCH FRAME WIDTH, ATTACH wl T NALS @4'FROM ENDS AND 1?O.C.REMAINDER ATTACH DOOR THI) W NA) MASONRRY PER FLORIDA PRODUCTAPPROVAL (2) SDWCI%O0 0 TOP OF JACK STUDS, U.N.O. DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVERA STUD. PROVIDE 48' LAP SPLICE w/ (3)10d COMMON NAILS AT ENDS.NAIL PLATES CONT. w/ 10d COMMONS AT 16' O.C.(6) 10d NAILS KING STUD TO HEADER (MN 3 EA PLY)(1) SIMIPSON LSTA18 CENTER ON HEADER. SHEATHING PER PLAN 2x STUDS AT IV O.C. (3)SDWC15450 0 BOTTOM OF JACK STUDS, U.N.O.NAILING PER PLAN EXTm GONC.WALL — UPLIFT NAILING PER PLAN CRIPPLES AS REQ`D HEADER PER PLAN, (2) PLY MIN. ADDTIONAL JACK STUD AND CONNECTORS REQUIREMENTS PER PLAN. FASTEN WALL SHEATHING AT 3' O.C. ALL AROUND OPENING - — J_ — — - TT � f _L=-1L NOTE: TYPICAL FOR EXTERIOR BEARING WALLS FRAMING TO BE 2x4 U.N.O. ON PLANS W05 TYPICAL FRAMED BEARING WALL 2X6 WOOD BUCKANDMED TO CMU wl 11Y x 6't' BOLTS OR 518' x 6' SI IPSON TEN HDSwf?%ASHEKSATNO.Q & WITHIN 6` OF TOP AND BOTTOM, OR (2) FRAME TO BUCK TO ROWS OF 1M'x T MASONRY SCREWS @ MAsaNRY 12' O.C. STAGO ROWS 11' FROM EACH END k N=c — 112'x2114'ILTISLEEVEAN W CHOR OR EQUAL MN.1112'EMBRD INTO MASONRY (1) PER BRACKET FRRAIE TO MASONRY TYPICAL GARAGE DOOR ATTACHMENT W16 s Fw Name N.T.S. WGM-160 O YL.1 «� 01 Y, SDS SCREW 016' O.C. — STAGGERED EACH SIDE OF POST (RESULTING N 8. O.C. UD COLUMNS PER PLAN OVERALL SPACING) 4-PLY. N x 5' SIDS SCREWS 5-PLY: X x 6' SDS SCREWS 6-PLY N x 8' SDS SCREWS 7-PLY N x 8' SDS SCREWS CS16 OR EQUIV. (TOP, MIDDLE AND BOTTOM) )d NAILS 0 8' O.C. PLY) (2) 10d NAILS 0 8' O.C. (EACH PLY) PRIMARY METHOD Q STUD PACK DETAIL EBAR, CONT. IN I BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.Q. EBAR VERTICAL IN FILLED CELLS, PLAN). EBAR VERTICAL ED 25' MIN. U.N.O. CLEAN OUT AT ALL D CELLS. FOUNDATION PLAN DETAILS FOR FOOTING -ORCING. 1U u+r ki irwrti/ TYPICAL FILLED CELL DETAIL ME>HOD wig v FOR (4) PLY OR MORE STUD COLUMNS (2) SDWC15600 PLATE TO TRUSS, U.N.O. DBL 2X TOP PLATE. BOTTOM 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 0 LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES CONT. w/ 10d COMMONS AT 16' O.C. — (6) 10d NAILS KING STUD TO HEADER (MN. 3 EA. PLY) (1) SIMPSON LSTA24 w/ (18) 10d NAILS U.N.O - CENTER ON BOTTOM - HEADER CONNECT WALLS PER WIO DETAIL 2x STUDS AT 16' O.C. (3) SDWC15450 0 BOTTOM OF ICING/JACK, U.N.O. — TRUSS BOTTOM CHORD PER MANUF. 0 24' O.C. (2) SDVL15600 TOP PLATES TO EA HEADER PLY ADJACENT TO EA TRUSS, UNO HEADER PER PLAN, (2) PLY MN. ADDITIONAL JACK STUD AND CONNECTORS REQUIREYOITS PER PLAN. TT _T F II 11 _11_-iL NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING. FRAMING TO BE 2x4 U.N.O. ON PLANS IF CRIPPLE STUDS ABOVE HEADER, CONNECT CRIPPLES TO TOP PLATES & HEADER w/ (1) H2.5A PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS USTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. UNTEL LENGTH MAX. CLEAR OPENING TYPE A 8" LINTEL 8" TYPE B & 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 2110" 1. Go 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 3! 6" 2'2" 22331 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 46M 5206 6113 7547 8974 10000 10000 4! 6" 3'2" 1343 1969 2110 2992 2931 3756 4576 540D 6224 1969 4375 5206 6113 7019 8672 10000 10000 4'8" 344" 1217 1349 1438 1716 1999 2560 3132 36% 4249 1349 3090 4567 5365 4766 5817 7074 8203 5'4" 4'0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5'10" 4'6" S60 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 7 6" G 2" 570 991 1729 2108 2632 2205 20B 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 8! 4" 7'0" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 9' 4" 8' a, 416 689 1160 N/A 1625 25CA 3486 2818 33M 699 1245 N/A 1843 2564 3486 2964 3387 1016" 9'2" 354 535 890 N/A 1247 W93 2Tn 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" 1V 8" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 12'6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2883 13'4" u'p• 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14'0" 12'8" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14'8" 13'4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 15'4" 14'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 17'4" 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 I N/A N/A N/A N/A N/A N/A 34V N/A 598* 845* 1114* 1345* 1468* * PRESTRESSED ** 8" W/2" RECESS U-UNTELS Tvpe A = Unfilled no Rebar• Type B = Continuous Grout Steel per Plan in Bond Beam Onl ' Tvpe C = Continous Grout Steel per plan in Bond Beam & Intel C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ■ BEWAMIN NIESE, PE P.E.# 86025 O IAN MCCULLOUGH, PE P.E.# 80956 08/04/2021 DATEI 77' ORIDP' • `A% MOM � M 0 Ln � C cc A� M N r ai U 0 •o 0 cn �-••j c� N � *PulteGroup- 0 N 4 o a O c1r) (= 9! r� M �O y� 6 O � U0 cz � W '4 Q -1c 16-4 v4 F— O PRODUCT MANAGER RELEASE I DATE: xx /xx /xxxx PROJECT TYPE SPECIFICATION LEVEL Pulte PLAN NAME Sipriice NPC MILD NUMBER 2116.501 SHEET S4,2 91 - 0 N 75 i� NSTALL HOO18 #5 BARS AND LAP INTO FILLED CELLS AT ENDS OF OPENNG ACISIDHOOK&LAPLENOPERPLAN BOND BEAM REIN.COMMUOLIS THROMLKTELBEAMASSHON 1' LAP NTH TOP'E7 OF 1► PER PLM #3 STFAIPS v# N :► BOND : 1 71 7 REWIRED r S.r R r �1SAW #5 BAR ON. S CWNOLIS:1n: :: 1 Y THE BEAM REQUIRaem , ,..EBAR 7. 1 CHART,1 -■ ■_ - SPA- r BETWEEN1 r n n 1 . 71 R it : { •r: 7 , rl t`ERE { : 1 ra FROM THE WUTH1 THE 14MCLEAR- BOTTOM . PER CHART, 08 ON EACH SIDE WOMINYIELD LOWaDk4L REITOROBW MAY BE PLACED plojo It, N ONE OR TWO LAYERS. F TWO LAYERS ARE ■_% , 1 'rl 1 I_■ - USED, r : / , CONSIDERED 1 El NOTE.7 1 BOTTOM ti• oplib iiik • 8' LINTEL 12" LINTEL ELEVATION VIEW TYPICAL CAST -IN -PLACE CONCRETE LINTEL DETAIL SECTION VIEW A - A Fft -1- - WGM-220 8FB-W/iT 8F8-OB/iTw/ RECESS SF12-05/1T SF16-WlT 8F2D-WIT 8F24-06/iT 8F28-0B/iT 8F3Z #IB/1T Max Clear Span(5) 8FB-1B/1T 8F8-IBj1T w/ RECESS SF12-18/1T BF16-15/iT 8F�16/1T 8F24-16/1T 8F28-16/1T 8F32-16/1T 8"x8- CONC BEAM w/ 8-x8- CONC BEAM w/ (1) #5 8"x12" CONC BEAM w/ 8"x16" CONC BEAM w/ 8"x2U" CONC BEAM wJ 8"x24" CONC BEAM w/ 8"x28" CONE BEAM w/ 9'x32" CONC BEAM w/ (Y<SS4. (1) #5 BAR TOP/ (1) #4 BAR TOP/ (1)#4BAR (1)#SBARTOP/(1)#4 (1)#SBARTOP/(1)#4 (1)#SBARTOP/(2)#4 (1)#SBARTOP/(2)#4 (1)#55ARTOP/(2)#4 (1)#SBARTOP/(2)#4 BAR BOTTOM.. #3 BOTTOM. #3 STIRRUPS @ 4- BAR BOTTOM-. #3 BAR BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM #3 BARS BOTTOM. #3 BARS BOTTOM #3 STIRRUPS @ 4- O.C. O.C. STI RFiJPS 5" O.C. STIRRUPS 7" O.C. STI RRUPS @ 9" O.C. STIRRUPS 0 1a" O.C. STIRRUPS 12- O.C. STIRRUPS 14" O.0 8"x8' CONC BEAM w/ 8"x6" CONC BEAM wj (1) #5 8"x12" CONC BEAM wJ 8"xi6" CONC BEAM w/ 8"x2ti CONC BEAM w/ 8"x24" CONC BEAM w/ 8"x28" CONC BEAM w/ 8"x32" CONC BEAM w/ 4' < SS 7' (1) #5 BAR TOP/ (2) #4 BARSTOP/(2) #5 BARS (1) #5 BARS (1) #5 BARS TOP/ (2) #4 (1) #5 BARS TOP/ (2) #5 (1) #5 BARS TOP/ (2) #5 (1) #5 BARS TOP/ (2) #5 (1) #5 BARS TOP/ (2) #5 BARS BOTTOM #3 BOTTOM #3 STIRRUPS @ 2" TOP/BOTTOM. #3 BARS BO'iTOM. #3 BARS BOTTOM #3 BARS BOTTOM #3 BARS BOTTOM #3 BARS BOTTOM- #3 STIRRUPS @4"O.C. O.C. STIRRUPS @5"O.C_ Sn RRUPS LID 7-O.C. STIRRUPS @ 9-O.C. SnRRUPSQDlWO.C. STIRRUPS@ 12" O.C. STIRRUPS@ 14.O.C_ CONTACT E.O.R. FOR CONTACT E aR. FOR 8"x12` CONC BEAM w/ S"x16" CONC BEAM w/ ErIxar CONC BEAM w/ S"x24" CONC BEAM w/ 8"x28" CONC BEAM wj S-x32-CONC BEAM w/ 7' <S 512=8" CONCRETE BEAM CONCRETE BEAM DESIGN (2) #5 BARS (2) #5 BARS TOP/ (2) #5 (2) #5 BARS TOP/ (2) #5 (2) #5 BARS TOP/ (2) #5 (2) #5 BARS TOP/ (4) #5 (2) #5 BARS TOP/ (4) DESIGN TOP/BOTTOM. #3 BARS BOTTOM #3 BARS BOTTOM. #3 BARS BOTTOM. #3 BARS BOTTOM #3 BARS BOTTOM #3 STIRRUPS @5" O.C. STIRRUPS LED6-O-C. STIRRUPS @ 3"O.C. STIRRUPS@ W O.C. STIIRRUPS@ 12. O.C. STIRRUPS@ 14" O.C. CONTACT E.O.R. FOR CONTACT E.O. R. FOR CONTACT E.O.R. FOR 8"x16" CONC BEAM w/ 8'k2W CONC BEAM w/ 8-x24" CONC BEAM wj 8"x28" CONC BEAM w/ 9`x32" CONC BEAM w/ I2'8"<S :S 21-4" CONCRETE BEAM CONCRETE BEAM DESIGN CONCRETE BEAM (2) #5 BARS TOP/ (4) #5 (2) #5 BARS TOP/ (4) #5 {2} #5 BARS TOP/ (4) #5 (Z) #5 BARS TOP/ (4) #5 (2) #5 BARS TOP/ (4) #5 DESIGN DESIGN BARS BOTTOM #3 BARS BOTTOM #3 BARS BOTTOM. #3 BARS BOTTOM #3 BARS BOTTOM #3 STIRRUPS 6.O.C_ STIRRUPS 9"O.C. STIRRUPS 20" O.C. I STIRRUPS ow 12" O.C. STIRRUPS 14" O.C. 8" LINTEL PER PLAN 1."Nam WGM-221 Max Clear Span (S) 12F8-2B/2T 12F12-213/2T 121`16-213/2T 12F20-2B/2T 12F24-2B/2T S 15 7' 12"x8" CONC BEAM w/ 121tx12" CONC BEAM / (2) 12"x16" CONC BEAM 12'xW' CONC BEAM 12"x24" CONC BEAM 2 #4 BAR TOP 2 #5 () / (} #4 BAR A TOP/ (2) #4 BAR w/ (2) #4 BAR TOP% (2) w/ (2) #4 BARS TOP/ w/ (2) #4 BARS TOP/ BAR BOTTOM. #3 BOTTOM. #3 STIRRUPS @ 311 #5 BAR BOTTOM. #3 (3) #5 BARS BOTTOM. (3) #5 BARS BOTTOM. STIRRUPS @ 3" O.C. O.C. STIRRUPS @ 7" O.C. #3 STIRRUPS @ 8" O.C. #3 STIRRUPS @ 811 O.C. CONTACT E.O.R. FOR 2t1x24" CONC BEAM 1 7' S 12'-8t1 CONCRETE BEAM 12"x12" CONC BEAM w/ (2) 12"x16" CONC BEAM 12"x20" CONC BEAM w/ (2) #5 BARS TOP/ #5 BARS TOP/ (3) #5 BARS w/ (2) #5 BARS TOP/ w/ (2) #5 BARS TOP/ (3) #5 BARS BOTTOM. DESIGN BOTTOM. #3STIRRUPS @ 5" (3) #5 BARS BOTTOM. (3) #5 BARS BOTTOM. #3 STIRRUPS @ 1011 1i O.C. #3 STIRRUPS @ 7" Q.C. #3 STIRRUPS @ 8" O.C. O.C. CONTACT E.O.R. FOR 12"x24l1 CONC BEAM 12`8t1ES <_ 18'-8" CONCRETE BEAM CONTACT E.O.R. FOR 12"x16" CONC BEAM 12"x20" CONC BEAM w/ (2) #S BARS TOP/ CONCRETE BEAM DESIGN w/ (2) #5 BARS TOP/ w/ (2) #5 BARS TOP/ (3) #5 BARS BOTTOM. DESIGN (4) #5 BARS BOTTOM. (3) #5 BARS BOTTOM. #3 STIRRUPS @ 1011 1�J #3 STIRRUPS 7" O.C. #3 STIRRUPS @ 8" O.C. O.C. 12' LINTEL PER PLAN 226 Fie Nomw 1/2"=1'-0" WGM 222 C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 BENJAMIN NIESE, PE P.E.# 86025 O IAN MCCULLOUGH, PE P.E.# 80956 08/04/2021 DATE �,AI1f011/ ho lie FRID�p leiiNAL. c� a 0 N S2 d v Go 0 V) � O 00 IT �MM N U� 0 0 N � llkPultoGroup- PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Sinele Family Mte PLAN NAME Spruce NPC-MILD NUMBER 2116.501 SHEET S4*2,1 A