Loading...
HomeMy WebLinkAbout6296 Bradford Woods Drr ,S', � � !1!✓<�-Ik:�!! ,. G� ..A 4 ' \�" � p Ite,' r' rou APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE BASE HOUSE 40'-0" 76'-0" - 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 81eillMmbr SrotTlo Descri tion P TOTAL G Goner Sheet L CONDITIONED SPACE GO.01 .o2 General Notes CMU=BASE PLAN 2162 SF A,.,, 1st Floor Plan CMU ELEVATION FM2 34 SF A2.01 Front Elevation & Details 2196 S F A2.02 Side & Rear Elevations & Roof Plan :NON -CONDITIONED SPACE E,.,, ,et Floor Electrical Plan E,.,2 1st Floor Electrical Options CMU-2 CAR GARAGE 402 SF P' " let Floor Plumbing Plan CMU-COVERED LANAI 260 SF SO.OA CMU-FRONT PORCH FM2 34 SF 51.1A 696 SFSI.OA 2892 SF S1.2A S2.OA SIOA SIOB CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-201.9 -irs oor Plate Height '-4" Plate Height itchen Layout Choices ayout 1 aundry Layout Choices ayout 1 Additional Hose Bib Location ear x erior First 1­1oor Wall MU Exterior Wall ath 2 Shower ChoicesTub/Shower Combination lex Room Ceiling Choices lat Ceiling lex Room Choices -lex Room lex Room Door Choices Opening arage Bay Choices -Car Front Load arage Handing arage Left arage Water Heater Choices lectric Water Heater arage to House Entry Stepped Entry jothering Room Ceiling "'lat Ceiling athering Room Door Choices Sliding Glass Door Owner's Bath Layout ChoicesOwner's Bath Layout 1 Owner 's Suite Ceiling Choices lat Ceiling overed Lanai overed Patio LOT SPECIFIED PLAN INFORMATION ind Speed Choices Nind Speed 140 onfiguration Choices onfiguration B CustomerName Market Home *, 6871-02801 Address 6292 BRADFORD WOODS DRIVE ZEPHRYHILLS IFL 133542 Community 6871 JOAKSOFPASCO 6871-02801 tPulteGroupr PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME _Spruce NPC MILD NUMBER 2116.501 WMEWWWWOMMA 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 It .1 C�'_ TM — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF r o 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. o 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 ATTIC LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER THAN 30 SF o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF THE ROOF FRAMING MEMBERS o MIN. ATTIC ACCESS SIZE IS TO BE 22"x30" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE FIRE—RESISTANT CONSTRUCTION — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR A 20—MIN. FIRE —RATED DOOR — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — �" GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE CEILING WITHOUT HABITABLE ROOMS ABOVE — 5/8" GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE — `16" 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 —" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS A (Y`CCCIDII ITV — 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 0 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 %" 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 0 N O N F= CD C) U O c W 0 T" Q 0 a NA00 `n ON QJ a� U w c2� ab r '2 r-q as co PRODUCT MANAGER RELEASE DATE: xx Ax /xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte 1PLAN NAME S ruc e NPC'MILD NUMBER 2116.501 SHEET GO.02 rn 3 c v d 0 cn Q M d- I cn CV O N W CV T 0 0 v 0 J d S2�? FIRST FLOOR PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-0" ON 11 x17 PAPER) U a N O N F= S a. 0 U u tpulte Gj,irt�up- PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME S ruce NPC MILD NUMBER 2116.501 SHEETA1.11 .-4p' 8'-0" T.O. WDW FRONT ELEVATION SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) TYP. STUCCO BAND SCALE: 1/2' = 1'-0' E 0 +1' + N +1/2" Cp SILL DTL. SCALE: 1/2' = 1'-0' TYP. STUCCO BAND SCALE: 1/2' = 1'-0' G u C +1/2' N +1/2" +0' b, +. 4" 2" TRIM DETAIL SCALE: 1/2' = V-0' FRIEZE BANDING DTL SCALE: 1/2' = V-0' 4" LL +1 2' SILL DTL. SCALE: 1/2" = 1'-0' + U Ll GARAGE DOOR 6" 2" TRIM DETAIL " SCALE: 1/2' = 1'-0' N 1/2� 8 ENGAGED COLUMN DETAIL SCALE: 1/2' = 1'-0' Ay X *Pultel"11,,:'Jup, PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE n• 1 T SPECIFICATION LEVEL Pulte PLAN NAME S ruce NPC rHILD NUMBER 2116.501 SHEET A2,01 ROOF PLAN SCALE 1/8" = l'—O" (NOTE: SCALE 1/16" = l'—O" ON 11x17 PAPER) r World l� 8'-0" IRV T.O. WDW cr) 00 Nit sk 1" 0—0 FINISH FLOOR -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 0 0 0.000 0.000 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. ENOTS VENTS SQ. FT. SQ. IN. LIN. FT. 0.000 0,000 1 0.000 0.000 0 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SO. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY -------------- ------ _14s OPT. GRIDS PER ---------------- OPT. 4" BANDING-// ------ COMMUNITY SPEC 00 IA2'-O" SIDE ELEVATION SCALE 1/8' = l'—O' (NOTE: SCALE 1/16" = l'—O" ON 11x17 PAPER) TRUSS BEARING jk 9'-4" "V 8_O" lip T.O. WDW cn 00 01-0" voq� lkHaiti i rl nnn TRUSS, BEABING A 9'-4-rV' % 8'_O' v T.O. WDW *cD cn -1 00 FRSMOOR NV ---------------- 00 --------- ----------- "-OPT GRIDS PER OPT. 4* BANDING COMMUNITY SPEC REAR ELEVATION SCALE 1/8' = 1'-0' (NOTE: SCALE 1/16" = l'—O" ON 11x17 PAPER) -------------- OPT. GRIDS PER OPT. 4' BANDING -/` ----------------- COMMUNITY SPEC SIDE ELEVATION SCALE 1/8' = l'—O- (NOTE: SCALE 1/16" = l'—O" ON 11x17 PAPER) - ------------- : --------- --- : 4 OPT. 4BANDING 00 C5 CL N CD C-D 95 C) C) = c! vJ bA lipulteGroup- PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte I PLAN NAME Sprtice NPC 71ILD NUMBER §2116.501 SHEET A2.02 Z LLj /\ W\� ~w '„-- w b /� A u IT <� �> I - I .Z/l t-,9 1 w W C) cn ` .Z-h va 63 N _J 1_. I —, - M �i cr- -� cr- Lu 0 FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 1107 PAPER) rTic .0 JI 13o J > j- ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) owa STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/GFa STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET 220V STANDARD AFCI 220 OUTLET ®0W DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-pc LIGHT FIXTURE - PULL CORD F@ LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT -R - LIGHT FIXTURE - LED DOWNLIGHT P - LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE ,> PROVIDE FRAMING SUPPORT FOR FIXTURE `v QS SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) ® SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) ® THERMOSTAT ITq EMERGENCY LIGHT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH CHv TELEPHONE OUTLET XY GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT OPENER MEDIA /SWP BOX DATA/TVDATA N / OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT L� 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 I 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL ura 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS UP:�71■C a II II III IIII�IIII�I — 14 SERVICE GROUND CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE a c cV F- S 0 U *Pulte,'Gkoup- RODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Spruce NPC-MILD NUMBER 2116.501 SHEET E1,11 1d0 v / / / , / / i' / - a, / / / / / / / rn / I / Lo J 0- 0 OQ m Lwo � O OF—! o/ o I ; I 1 , 1 1 1 O 04 � ' M \ F-- o Q � Q O Lu m — N 0 m F- Q_ 0 I fa .O I <H x cc 0 a_ CD Lu V FIRST FLOOR ELECTRICAL OPTIONS - SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 xl7 PAPER) J.IIdf103S 'Id0 ` r1 S3 C C \11 1 1 1 1 1 1 1 1 1 I 1 , , i I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 I I 1 I ELECTRICAL SYMBOLS 11 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oa STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/GFO 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 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT '0-P0 LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT -R - 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 �c LIGHT FIXTURE - 48" FLUORESCENT �> OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO �MOKE DETECTOR ®EP ELECTRIC PANEL AFCI PROTECTED) SMOKE/CARBON Et METER ® MONOXIDE COMBO d; DISCONNECT DETECTOR (AFCl PROTECTED) THERMOSTAT EMERGENCY LIGHT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH T S TELEPHONE OUTLET XY GARBAGE DISPOSAL DOOR BELL CHIMES (GFCI PROTECTED) GARAGE DOOR 0 WIFI HOTSPOT GDO OPENER MEDIA /SWP BOX DATA/TV T DATA /TV OUTLET I ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF I STANDARD SWITCHES 44" AFF ' DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF ' MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF I I NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 1 I0150 AMP 42 CIRCUIT MAIN " ff N a ' METER CIRCUIT L.I „ BREAKER 0 o #4 COPPER 2" PVC CONDUIT W o 1/2 PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM C) ,�; PVC 1-1/0 COPPER 1-3/0 ALUMINUM TbI— '- II I I III , ELECTRICAL RISER DIAGRAM NOT TO SCALE Z 4/0 SER CABLE 150 AMP O 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 F IIEd I 11 — 111I#4 SERVICE GROUND 111 CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE u o� o� W M O VJ O 00 A "' CN Uc "d r"� ct3 N C> *Pulte'�Ji'uup' PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Spruce NPC MILD NUMBER 2116.501 SHEET E1,12 3 c v d v+ c _ _ o a CV 0 CV 06 CV T v v 0 J a THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY 0 N I M o w ,s-a •�-�� O Q M � C/� � p w z m w N m m w CDN m _� O J I Z W U W CV ----------- Una = // U O O ° W I IQ a IZ o �N Iw I O O � Z C) W -------, nr- - r - Lu CD w w-1 u- I = HN L-J C'3 I S2 U ------ 00 N _ 00 I .,---------- 1 � 1 1 I 1 1 I I I I to I I 1 1 I 11 I i I i \/ I I I i 000 - 00 - - - - - - - - - N m •0 ,5 FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8• = 1'-O" ON 11 x17 PAPER) all 0 o� 0 uj � o0 M o 0 .o Q U 9 cz 71 P—'' w c� ono cz c�N� � PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famil SPECIFICATION LEVEL PWte PLAN NAME S ruce NPC-MILD NUMBER 2116.501 SHEET Pi' l l 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 SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, 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-POSITTVENLO6: 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 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. 110. 11. E. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 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 BACKALL 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. WINWL A1•18r11 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 AGAINST EARTH - 3 INCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BACK ALL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER i OF SLAB AT 34T 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 CONTRACTON 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 Y" TO 2 X" IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL. 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) 15 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK 14 20' 3' 10' 15 25' 3-3/4' 10' #6 34' 4-1/2' 11' 17 42' 5-1/4' 13' F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPLICES ARE TO BE: CLASS "B'. MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. 4. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. 5. DOWELS BETWEEN 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 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 016' O.C. FOR WALLS 9'-5' OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 20 SPF OR SP NUMBER 2 OR BETTER 016" O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS 0 24' O.C. MAX. 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a.) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 2x4 STUD WALL PROVIDE: (1) 2x4 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 )' TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8' O.C. FOR EACH, U.NO. 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE. 10. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12' O.C. UNLESS NOTED OTHERWISED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. 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 I. ANCHORAGE: 1. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2" DIA., EMBEDDED 7'. USE 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. 2. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON 'STRONG -BOLT TPER FL PRODUCT APPROVAL #15731.1. 3. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON 'RTEN HD'PER FL PRODUCT APPROVAL #15730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS. 4. ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.4 AND ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET-XP'PER FL PRODUCT APPROVAL #15730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL #16230.1. SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIMPSON "SET-XP'. 5. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: o) 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 115730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193, PRE -APPROVED CONCRETE SCREWS SHALL BE: SIMPSON `DTEN SCREWS'PER FL PRODUCT APPOVAL #2355-R4. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SETTER FL PRODUCT APPROVAL #15730.5. 7. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL 8. PRE -APPROVED SUBTITUTIONS FOR 1/2' DIA. CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4" EMBEDMENT DEPTH AND LEDGE 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. 9. 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. 10. 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. 11. SILL PLATES SHALL BE TREATED WITH DISODIUM OCTABORATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. 12. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAMS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. 13. BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE. USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUTS AGAINST WOOD. 14. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE. J. WOOD STRUCTURAL SHEATHING: 1. SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A )/4' 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 V BOLTS AND 3 V FOR )' AND Y4' 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 T1TEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM V 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 V AND 1 )", GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 V, CONTACT THE E.O.R. FOR REPAIR. 5. NOTCHED STUDS IN WALLS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE 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)-1/01-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'j'-SDS3 WITH (12)-1/4'x3'SDS SCREWS, WHERE -1-CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOPfBOTTOM PLATES a. FOR PLUMBING/MECHANICAL UTILITIES A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2'WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RPS). PROTECTION OF PIPING WITHIN THE WALL IS REQUIRED WHEN PIPING OTHER THAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/2"TO THE EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1-FROM THE EDGE OF THE PLATE. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND EXTENDS TABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT EXTENDS 1-1/2-BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTIUES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3' WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) L. 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 WITHR703.1. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS THE KAYCAN VINYL SOFFIT IS INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY 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 PRESSURES 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. Pressures ( s-- Kzt*ps30) (ASDValues) Based on IW Area Roof Pressures Wall Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 19.2 -34.4 N/A F N/A 19.2 1 -47.5 25.8 .27.8 25.8 T -34.4 Zone 2e Zone 3e N/A N/A Zone 3r N/A N/A 19.2 -47. 5 Zone 2n N/A T N/A Zone 2r 19.2 T -47.5 DESIGN PRESSURE CALCS DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS Components and Cladding (ps=A*Ka!° ps30) (QSD Values .. ' Positive Negative Width Height Effective Pressure Pressure Description Zane t Lftl Area ft2); Lf t"sf 16070OHGD --- 16 7 112 21.9 -24.4 8070 OHGD --- 8 7 56 22.8 -25.8 3080 DOOR 4 3 8 24.0 24.4 -26.5 8080 S GD 4 8 8 64.0 22.8 - 24.9 25SH 4 3 5.25 15.8 25.1 - 27.2 25SH (2) 4 6 5.25 31.5 24.0 -26.1 25SH (2) END 5 6 5.25 31.5 24.0 -30.9 23SH 4 3 3.2 9.5 25.8 -27.8 4010 FIXED 4 4 1 4.0 25.8 -27.8 2 6 S H (2) 5 6 6 36.0 23.8 -30.5 23SH 4 3 3.2 9.5 25.8 -27.8 ABBREVIATIONS: A. PLYWD = PLYWOOD B. OSB = ORIENTED STRAND BOARD C. NAILING: C.A. 8d = COMMON NAIL C.B. 10d = COMMON NAIL C.C. 12d = COMMON NAIL C.D. 16d = 0.135' x 3 1/2' GUN NAIL C.E. EN = EDGE NAILING C.F. FN = FIELD NAILING C.G. SN = SIDE NAILING C.H. BN = BOUNDARY NAILING C.I. BF = BOUNDARY FASTENING D. AB = ANCHOR BOLT E. CMU= CONCRETE MASONRY UNIT F. CONC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. FND = FOUNDATION J. MAX = MAXIMUM K. MIN = MINIMUM L O.C. = ON CENTER M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 0. TYP = TYPICAL P. U.N.O. = UNLESS NOTED OTHERWISE Q. I.L.O. = IN LIEU OF R. w/ =WITH S. WD = WOOD T. EE = EACH END U. HDR = HEADER V. J = OPENING JACK STUD W. K = OPENING KING STUD X. SIM = SIMILAR Y. ATR = ALL THREADED ROD Z. S.C. = SAW CUTS AA. C.J. = CONTRACTION JOINT AB. DEN = DOUBLE EDGE NAILING AC. COL = COLUMN AD. REIN = REINFORCEMENT AE. PLT = PLATE AF. CANT. = CANTILEVER AG. SC = BUILT-UP STUD COLUMN AH. MANUF. = MANUFACTURER C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/1/21 DATE N .860 40 t,• tllll c5 CL CV CD CV S c� 0 U PRODUCT MANAGER RELEASE XX/XX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME S ruc e NPC nILD NUMBER 2116.501 SHEET Sol c� a OCD c (1) #5 REBAR w/LAP PER N M PER ARCH PER ARCH N _ � COVERSHEET CMU COL. PER CMU COL. PER = ' 8" C.M.U. FINISH PER ELEV. PLAN PLAN Z74 w 8" C.M.U. BLOCK FILLED Z 8' C.M.U. BLOCK FILLED `-' 00 #5 REBAR 15 REBAR #5 REBAR SOLID w/GROUT SOLID w/GROUT a 7.4 CMU COLUMN PER PLAN � „ o •� w/LAP PER � w/LAP PER w/25 MIN LAP a Q 4 C.M.U. BLOCK PER ELEV. ,�;; 4 C.M.U. BLOCK PER ELEV. COVERSHEET „ COVERSHEET -O -O PAVERS OR SLAB PER cl- SLOPE -0 -0 SLOPE SLOPE 0'-O" SLOPE (1) #5 REBAR w/ LAP PEROIL 0'-0" SLOPE (1) #5 REBAR w/ LAP PER FINISH GRADE SEC' =� COVERSHEET COVERSHEET \ O 00 ?: is ¢ z �c of ¢ z :.o O ¢ z in ¢ z �V "ro o Z CONCRETE FOOTING i' m' CONCRETE FOOTING ° PAVERS OR SLAB PE m `�' NZ ' `�' iJPAVERS OR SLAB PER SPEC. n . v ' v .` ,. MONOLITHIC FOUND. w REBAR AS NOTED o z •. w REBAR AS NOTED / SPEC. " - W 4 IA : �- z ON FOUNDATION PLAN- i Z CONCRETE FOOTING CONCRETE FOOTING _ �.. . / (2) # DIA. RODS = ON FOUNDATION PLAN , +_-:. �.... •::-!i":., • ... TE • •...�.:.. +'... .:.. ,.....:..•. .. . CONT. ON CHAIRS 9" STARTER - (IF REQUIRED) (IF REQUIRED) w/ REBAR AS NOTED w/ REBAR AS NOTED CONCRETE FOOTING 1'-O" '- " ON FOUNDATION PLAN ON FOUNDATION PLAN w/ REBAR AS NOTED � COURSE PER PLAN PER PLAN 2'-0" (IF REQUIRED) PER PLAN ON FOUNDATION PLAN PER PLAN �1-4' 0 2 ST Y ART. CMU SEAT ®-1" (IF REQUIRED) (IF REQUIRED) t� Fo1 EXTERIOR MASONRY WALL FTG FROM TOP of SLAB F03c MASONRY WALL CORNER ON SPREAD FTG. Pavers MASONRY WALL CORNER ON SPREAD FTG. Concrete FM-' F SQUARE MASONRY COLUMN ON SPREAD FTG. F= MASONRY COL ON SPREAD FTG. U SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 (1) #5 REBAR AT EACH " ¢ � FILLED CELL „ ^ 8" C.M.U. WALL FINISH 2-1/2 0 IMPACT a • 3/4 RECESS IN SLAB 10 1/2 3/4 RECESS IN SLAB 8 C.M.U. WALL FINISH DOORR z PER ELEVATION PER ELEVATION GROUT BED DOOR PER SPEC " � � FO CMU STRUCK BOTH WAYS FINISH FLOOR FINISH FLOOR PAVERS PER SPEC PAVERS PER 3 a DOOR PER SPEC cn 4^ cn (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS (� n � 1'-0' VARIES) ' 1 DOOR THRESHOLD PER PLANL�j •p j An POURED CURB O'-O' F.F. O'-O' F.F. �_ SLOPE ,KO'-O" to SLOPE 0'- " SLOPE SLOPE PER PLAN x �' _� j.' `�_ z Q ALT. BRICK PER PLAN FINISH GRADE . THRESHOLD " CO CJ� eA .. ........................ �. — 00 W - — .......... '� o I I � — _Tr.cz MONOLITHIC FOUND. I� LIII I- t� D MONOLITHIC FOUND. r� — OL o — z _ I� — L� „ ................ MONOLITHIC FOUND. DIA RODS DIA RODS — I'� T — - �.. /O #4 :� • — I � I `• MONOLITHIC FOUND. /(2) #4 DIA. RODS w 2 w/(2) #4 ' •`•- I— — II 3 a s:.'�.,:• O _ wA2) #4 CHAIRS 1 -0 CONT. ON CHAIRS. 1.-0 CONT. ON CHAIRS. 1'-O" MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" _ W1 (2)O#4 DIA. AIRSRODS N ^ ^ -- -- " Lm w/(2) #4 DIA. RODS w 2 — 1' 0" 1-4 0 2-STORY CONT. ON CHAIRS /O #4 DIA. RODS 1'-4' 0 2-STORY 1-4' 0 2 STORY 1-4 0 2 STORY 1-4 0 2 STORY CONT. ON CHAIRS ALT. FLUSH BRICK 1-4' 0 2 ST Y Foa EXT. MASONRY WALL @ GARAGE FO6 GARAGE DOOR RECESSED SILL Foy EXTERIOR DOOR SILL SGD Pavers EXTERIOR DOOR SILL ENTRY Pavers THRESHOLD EXTERIOR DOOR SILL ENTRY Concrete SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-O RECESS WITH PAVERS RECESS WITH SLAB SCALE: 1/2'=1'-0 SCALE: 1/2'=T'-0 SCALE: 1/2'=1'-0 *PulW','< 2x AT 24'O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ �, •: �� ;` CORNER BAR WITH 25" SPLICE EACH 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE VERTICAL DOWEL GUN NAILS 012' D.C. (1) #4 ROD CONT. ON AS REQ'D IN PLAN `" SIDE. SAME SIZE AS ` CONT. FOOTING STEEL. 2x P.T. PLATE SECURED TO SLAB w/ 2x AT 24'O.C. MAX. CHAIRS PAVERS TYP. y�' •. •« JrPOWDER ACTUATED FASTENERS OR SLOPE : c ,• STEP PER PLAN iAPCONS 0 ts' O.C. OR (2) ROWS 12d TYPICAL 3 1/2" CONC. GRADE SLOPE ..., ; • , • GUN NALS 0 t2. O•C. FINISH GRADE SLAB START SLOPE HERE ^" 1/2" G.W.B. EA. SIDE SLOPE ALTERNATE TO CORNER = :.-: ' :'' :' ' : '• .�; 's . NUMBER OF CORNER I I r SPUCE: PROVIDE CONT. • : • � ..; • .. � ao _ ,• . ' •„ :. � .• BARS EQUALS NUMBER STEEL RQNF. BARS BENT � ' "'��•'•_ OF CONT. BARS co SLOPE -•. AT CORNERS TO COMPLY (1) #4 ROD CONT. ON 4 (1) #4 BAR CONT. WITH THE INTENT OF THE " BUILDING CODE. NUMBER OF REBAR 1'-O" 6 - CHAIRS UNO COMPACTED FILL 25" MIN. PER PLAN �y STEP CONDON FLUSH CONDITION LAP SPUCE Fos THICKENED SLAB @ GARAGE (NON -BEARING) F11 THICKENED SLAB EDGE PAVER AT CONCRETE GRADE BEAM F12 REINF. PLACEMENT AT FTG. CORNERS 4l SCALE: 1/2"=1'-0 SCALE 1/2`=1'-0 SCALE: 1/2'=1'-O 8" C.M.U. FINISH 8' C.M.U. FINISH PER ELEV. PER ELEV. CONCRETE SLAB ON FINISH FLOOR CLEAN COMPACTED ALL 1/8' SAW CUT CLEAN COMPACTED Fll1 FINISH FLOOR -O'-O" FINISH GRADE PENETRATING PIPE SAW CUT LOOP TIE (TYP.) (1) 14 REINFORCMENT 4" SEE FOUNDATION PLAN ' PENETRATING PIPE . BAR CONT. CONC. PER SCHEDULE � �-� ', - _ ' • �, 1 • SLOPE TO DRAIN MONOLITHIC FOUND. I w/(2) #4 DIA. RODS + , . D• MONOLITHIC FOUND. s ' CONT. ON CHAIRS W/ (2) #4 DIA. , ? "t i -O RODS CONT. ON :i . r:'.,•: 'L•'+-;r,` ,:'r:. NOTE: PVC SLEEVE CHAIRS SAWED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT. 1'-4' 0 2 STORY PVC SLEEVE O F13 BEARING PENETRATION DETAIL SIDE VI FRONT VI F26SHOWER RECESS F39 TYPICAL SAW CUT JOINT 00 SCALE: 1 2'=1'-0 SCALE: 1 2'=1'-0 " �' / / SCALE: 1 /2 =1-0 O 1 L� M ..--, cc cn Q o cn C) o Q a� PO ., cV O PRODUCT MANAGER RELEASE DATE: XX XX XXXX IMIAXMWTM C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: PROJECT TYPE 2s349 Single Famil ❑ THOMIAS A. WEBER, PE 3 P.E. # 73242 FLORIDA o ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL in P.E. # 86025 FLORIDA 2/1/21 pulte DATE PLAN NAME U �v.•'•$• . s' Spruce o C14* o„ Z5 - NPC ILD NUMBER 2116.501 SHEET C ATE OF xORIDp' slo ,. o �1111111110 a yo—,0 Y y0-,tg Rs—,t yzh s—,5 Roj—,5 'O'w �JI83n I I 'O•W J:1183A yV —,9 j—,] y01,—,L yI —,7 'O'N J,3183A y9-,5 j —,t • --- - ----- •---------- -- • -- �' ------- • ---------- --- • - ---- ------ ------ •------------ • • ---- ------ ------ ----- -------------- •----------------- •-------- --- •---------- • - ------ -------------- ---- •,• O. ------------ odd CD I I • p I N N mcn uj Ln W CL pW W O LL y _I N 1 1 tY ® R i 1 i O R L R6 ,�• •I C y`—,J CDR I a0 p 1 � 1 1 O T LL V� I 1 I r 1 I Ro �� c 1 CL R M `� O R , zi F• ----------------�� N z •' wU � O p � N U _I r— ¢ 00 r 0 I I R O o O S c y •• r L,J C7 -1 l 3dO1S Z "a p _ O CDm sF- O sY LZZ C:) O i.c� ca Q Z M Z-1 f ¢ w N O • I C 7 w C] U U R Z O O w J • • • O I U GO R xm 3Cfi R I Lo I U U Z N y I : I • ww~ g c gNx V Q N J W C) d • I �Q o J . �o� j-,Oz p c0 R09, • [e��75, O • LL V� cj� O / U Z 3 X N 25 3dO1S 3dOlS m R YO—,t y8 l 00 0 yy RD 1�•R• U N _ I U p H w u- 00 U U Z O Z w _ O N LJ N • N _ N 00 Co • x Q ~ U I X T-ila N 3 CDuj 00 N N .— O a LL Vi - g I L ' • N7 I (b •___________•_-----___--_•---__----_• --_---------_-_---_----_•__-_--_---_• -----_----___• ---- • ----------•-----------------_ ------• ----------_ --_ _------- Full ---_--------- _---- Foil • p _I y�—,� -' yV—,L •I yV—,L y0 ,Ol 'O'W , Jld3A y01—S -1 yV—,t 'O•W J:1183A FOUNDATION PLAN - SCALE: R6-,£ R6—S , I , LEGEND SYMBOLS w 8x8 FILLED CELL W/ 15 REBAR Of 2 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE ❑O 8x8 FILLED CELL W/ NO REBAR REQUIRED 45' CMU -FILL CELLS W/ 15 REBAR a 12x12 FILLED CELL W/ (4)-15 REBAR OIL ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS Y RELATIVE TO FINISH FLOOR DATUM = 0'-0* DETAIL INDICATOR I FLOOR SLAB NOTES: I 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 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/1/21 DATE o. 86 STATE OF R MAL 1,%\�� SI I N 0 U u oC=) o� 00 M O �V J► � O � DO A� Q Uc bb N PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE P1• 7 — SPECIFICATION LEVEL Pulte PLAN NAME Spruce NPC MILD NUMBER 2116.501 SHEET sil WALL BASE PLAN. N 0 CV 0 CV LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8' KNOCK OUT BLOCK WITH N5 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4" NOMINAL BEARING PER END 0 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 ALL LINTELS 28' OR GREATER. TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED r QUANTITY OF REBAR AT I BOTTOM OF LINTEL CAVITY F16-1B/1 T LL QUANTITY OF 15 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH /5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR a CMU �Z GROUT 6a #5 REBAR AT BOTTOM OF LINTEL CAVITY 7-5/8' BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) 8' NOMINAL WIDTH LEGEND DETAIL INDICATOR XX ® 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 S-4' DOUBLE 2A ------- S-5' - 6'-0' DOUBLE 2x8 ------- 6'4 - 8'-6' DOUBLE 2x10 2 JACK STUDS, EACH END. 8'-7' - 12'-6" DOUBLE 202 (2) JACK STUDS. EACH END. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/1/21 DATE, \ ATE OF RI ♦ \\ / / 0NAt. I11 11kPu Its aa_ . .. PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME Spruce NPC-MILD NUMBER 2116.501 SHEET S21 ROOF FRAMING PLAN v 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 W 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)SDK15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND (`TA 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. # 86026 FLORIDA 2/1/21 DATE 31 ol 8TATE OF E5 d a N ca 0 tpulte; ...,, PRODUCT MANAGER RELEASE DATE: XX Ax PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pi lte PLAN NAME S ruce NPC -MILD NUMBER 2116.501 SHEET SM tm�_ - --- - - i 'lli.ua i�■ �e� ° 1. , 1 l i , L__j _ ..� 11'_ � � - - - - - ' !w! lw��l we���a-«ee, t���� to up 11w Rw nwww ra�eesw�u��ee a �� w u r +.. i 1. 1-1- -�-1 .LEI 11 - , fl PIPIn rr 3 0 v 0 U U CV 0 CV C CV STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. 411 2x BLOC 9NG AT SHEATHING 2x RIBBON BOARD ATTACHED EDGES w/ (3) 8d NAILS INTO TRUSS TO TRUSS w/ (3) 1Od NAILS, 24' CONTNUOUS STRUCTURAL O.C. CENTER MAX SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING DETAIL SHEATHING NAIL PER TYPICAL TYPICALTAUSS SHEATHING DETAIL ANCHOR PER PLAN DETAIL AT TRUSS HEEL> 91/4' TYPICAL TRUSS ANCHOR PER PLAN NOTE REFER TO ARCHITECTURAL DRAWNGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. Le. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX TRUSSANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM PER PLAN DETAILATTYPICAL.TRUSS w/ HEEL < 91/9 ROOF TRUSS ON MASONRY - - V Scale: 1 /2" =1'-0" 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 2z4 'L° BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4' USE (2) 2x4 BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4' TO 13'-0" USE ONE 2x4 . • 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) 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. AEFEA TO ARCHITECTURAL DRAWINGS AND/OR TRUSSSTRUCTURAL SHEATHING SEE PLANAND MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE DETAILS FOR ATTACHMENT INFORMATION. 4 HEEL HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED WOOD N TRUSSES AT//��24' O.C. MAX. OR " N BLOCKING AT SHEATHING EDGES w/ 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS w/ (3)10d NAILS, WO.C. CONTNUOUS STRUCTURAL SHEATHING CENTER MAX SPACING NAIL PER TYPICAL SHEATHING DETAIL CO UOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL FRAMING PER PLAN FRAMING PER PLAN STRUCTURAL SHEATH, DETAILATTRUSS HEEL > 9114' 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 SHEATHING DETAIL DETAIL AT TYPICAL TRUSS w1 HEEL < 9114' TRUSSATTACHMENT: ALL TRUSS ENDS ARE TO BE SECURED TO THE WALL BELOW USNG ONE OF THE BELOW METHODS. ONE FULL OPTION MUST BE USED FOR CONTINUOUS LOAD PATH: L INSTALL TYPICAL TRUSS ANCHOR THROUGH DTM SHEATHING. EXT. SHEATHING IS CONTINUOUS AND WLL TRANSFER COMBINED SHEAR 8 UPLIFT. b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON MR OF THE WALL wi H2.5A Q EVERY OTHER STUD TO TOP PLATE EXT. SHEATHING IS CONTINUOUS AND WILLTRANSFER COMBINED SEEM & UPLIFT. a INSTALLANCHOR AS CA1.0 FOR ON THE PLANS. TWIST STRAPS ARE TO BE INSTALLEDON THE NSDE 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 6 CONTNUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. ROOF TRUSS ON FRAMING ..,L Scale: RWM-010 1 /2"=1'-0" -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. • 9C=10%HOUSE WIDTH 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO " BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE O O 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. X (2) SIMPSON A23 w/ (8) 10d x 1-1/2' RIDGE (ONE ON EACH SIDE OF BRACE TO TOP PLATE). GABLE END 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 I (�MI ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. C v WASHERS AND 7' EMBEDMENT. SEE PLAN FOR ATTACHMENT NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED BEAM AT VAULTED TRUSS w/ 12d's AT 4' O.C. CONDITION, SEE PLAN AND DETAIL. / CONT. 20 \ 2x4 NAILED FLAT TO TOP OF BRACE ('T' x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG, w/ 10d GUN 22 TOP STRUCTURAL NAILS 0 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING % BRACE SPLICE SHOWN\ PER PLAN T 8" 0 C' \ 2x4 BLOCKING A 4 .. - 3 TRUSS BAYS FRAMING 2x6 NAILED 0 BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 "GABLE END TRUSS BRACING DETAIL GABLE END SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. 2x4 BLOCKING AT 2'-0" - O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS 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. WALL BRACING AT NON -BEARING EXTERIOR WALL R07 x,� RWW-020 20 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d EA. OUTLOOKER 20 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR - PER PLAN 20 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS EDIMENT BLOCKING @ GABLE -VALLEY SET TRUSSES AT 24" O.C. -ROOF SHEATHING PER PLAN -MIN. 9' LONG 20 GA. FLAT STRAP w/ (8) 10d -SHEATHING PER PLAN. OR- 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. QAp VALLEY SET OVER FRAME I lvv /"" 3 9(' =10% HOUSE WIDTH X - X x 1Q 02 3 X x RIDGE GABLE END f x BOSTON HIP - X 3 GABLE 4 x=10%HOUSE WIDTH Mir ROOF SHEATHING NAILS ROOF FASTENING ZONES 8d RING 0.113'0-3r 1 2 3 SHINGLE: 7/1rSPAN RATED SHEATHING OFFSET DIMENSION 9(' =10% HOUSE WIDTH TILE: 15r3YSPAN RATED SHEATHING PANEL EDGES Q SUPPORTS (1) 61O.C. 6'O.C. 4'O.C. METAL:15W SPAN RATED SHEATHING PANEL FELD (1) r O.C. r O.C. r O.C. NOTES: 1. LONG SIDE OF SHEATHING M BE PERPENDICULAR TO TRUSSES OR RAFTEAS•TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WAILS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10%OF TOTAL HOUSE WDTH, DMENSION TOFFSET FROM ROOF EDGE. 30'WIDE HOUSE =,'ZONE, 40 YADE HOUSE = 4'ZONE, 5LYWDE HOUSE = VZONE, WWDE HOUSE = VZONE ROOF�SHATHIN�GAff ACHMENT�DIAGRAM 20 LADDER FRAMING AT 24' O.C. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 2x6 w/ (2) 12d NAILS STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING icals: 1 /2"= V-0" (8) 10d NAILS EACH ' 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. �'j�2A DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND ®32" MAX. SPACING IF LENGTH IS LESS THAN 4'-0" USE 2x4 "L" BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 'L' BACKS. NAIL "L' BACKS w/12d ®12'O.C.(NOTCHED ® TOP w/2-12d TOENAILS "L' BACK -EXTEND 6' PAST SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN.-OR- (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24" O.C. SHEATHING PER ARCH 10 FURRING AT INSTALLED PER MANUF. MAX. 16" O.C. w/ (3)10d AT EA TRUSS soy EXTERIOR CEILING FURRING SCALE: N.T.S. VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. -�---.----.- �- ---- � --_ _1 20 PURLIN 0 EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN w/ 10d GUN NAIL 0 8" O.C. 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 2x4 OUTLOOKER FRAMING AT 24" O.C. OVER FROM GABLE TRUSS. 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 3 1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 2x4 "L" BACK. SEE CONN. CHART BOND BEAM PER PLA 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). FASCIA 2x SHTG. 3. AT VERTICALS OVER 8'-4' TO 13'-0" USE ONE 2x4 SEE ARCH. 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 S' 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 '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 ITCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE BOSTON HIP ENGINEERED WOOD ROOF TRUSS AT 24' O.C. MAX. CMU WALL i1-11 t LOWER ROOF SHEATHING (4) 1/4" 0 c 2-1/4' MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 CONDITIONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE 5 CONSECUTIVE LOCATIONS. AT EACH MISSED SHEATHING PER PLANJ () LOCATION. 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. R09C PARTIAL GABLE END TRUSS DETAIL 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. PARTIAL GABLE IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. R13 MISSED TRUSS STRAP REPAIR su (TYPICAL CMU WALL CONNECTION) STRUCTURAL SHEATHING PER PINT 20 LADDER FRAMING AT 24' O.C. REQU AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 2x4 w/ (2)12d NAILS STRUCTURAL SHEATHING SEE PLAN FOR ATTACHMENT 1. AT VERTICALS 7-6' TO 6'-e USE ONE 201' BACK. 2 AT VERTICALS OVER 6'-6' TO 6-4' USE (2) 20 T BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BEL016 3. AT VERTICALS OVER V-4' TO IS-O' USE ONE 24 1' BACK AND AN ADO110NAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER N 14S RANGE ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12ds AT EACH END. N ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH 1' BACK " (2)12ds AND ONE SIMPSON H25A CONNECTOR. SIDE NAIL ALL 1' BACKS AND STRONGBACKS w/ 12d's AT 6' all NOTCH 1' BACKS AT TOP AND BOTTOM. (1)PT 20 w/ 1/2' OSB OR PLYMOO) SPACER 0 TOP d BOTTOM OF LINTEL w/ 1/4'x5' TAPCOS 0 6' O.C. EDGE NAIL SME/1THNG PER PLAN. 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2)12d TOENAILS NAIL SHEATHING TO ROC(NG AT 6' at w/ MINIMUM Bd NAILS, BLOCK 4 BAYS BACK on GABLE TRUSS. CONNECTOR FASTENERS ALLOWABLE LOADS QTY TYPE GRAVITY Ibs @ 1.0 UPLIFT (Ibs) @ 1.6 LATERAL Ibs 1.6 META16 8 0.148"xl-1,/2" -- 1450 F1:340 F2: 770 HETA16 9 0.148 "xl-1/2" - 1810 F1:0 77 F2: 770 (2) META16 CcD 1-joly 10 0.148"xl-1/2" -- 1875 F1: 680 F2:770 (2) META16 2- or3-plyF2 14 0,162"x3-1/2" __ 1795 F1:1285 : 1090 (2) HETA16 1-ply 10 0.148"xl-1/21" -- 1920 Fl : 680 F2.770 (2) HETA16 2- or 3- I 12 0.162"x3-1/2"' -- 2365 F1: 1350 F2: 1430 HSTM16 8 0.148"xl-1/2" -- 111fl F1:120 4 4"xi-3 4" Titen 2 F2: 90 MTS12 14 0.14811x1-12" -- 990 -- MTS16 14 0.148"xl-1/2" -- 990 -- HTS16 16 0.148"xl-12" -- 1310 -- HTS20 24 0.148"xl- 2" -- 1310 -- LSTA12 10 0.148"x2-1/2" -- 925 LSTA18 14 0.148"x2-12" -- 1235 -- LSTA30 22 0.148"x2- 2" -- 1640 -- MSTA30 22 0.148"x2-1/2" -- 2050 -- MSTC52 62 0.148"x3- 4" -- 4735 -- MSTCM40 10 1/4"x2-1/4" Titen 2 -- 2800 -- 14 fl.148"x3-1/4"' MGT 22 0.148"x3" 3965 F1:775 1 5/8" ATR F2: 525 VGTR or L 1 5/8" ATR -- 2225 F l : 650 16 4"x3" SDS F2: 630 VGTR/L 2 5/8" ATR -- 5545 F1: 650 32 1/4"x3" SDS F2: 630 VGT 1 5/8" ATR 4940 Fl : 1185 16 1/4"x3" SDS F2: 590 (2) VGT 2 5/8" ATR - 7185-2pfy 8890..Fl 3 IV : 1185 32 4NN' SDS F2: 590 DTTZZ 1 8 1/2" ATR 1/4"x3" SDS -- 1825-2x4 min 2145- 2 2x4 min -- HTT4 1 5 8" ATR -- 3610 -- 18 0.148"x3-1/2"' HITS 1 5/8' ATR -- 4670 -- 26 0.148"x3" HTT5KT 1 5/8" ATR -- 5445 -- 26 SD #10x2-1/2" ABU442 1 5/8" ATR 7570 1900 -- 12 0.162"x3-1/2" ABU66Z 18205 2475 -- 12 0.162"x3-112 " H2.5A 10 0.131"x2-1/2"' -- 565 F1:110 F2: 110 H10A 18 0.148"x1-2" 1/ -- 1340 F1: 565 F2: 285 H10A-2 18 0.148"xl-1/2" -- 1080 F1:680 F2: 260 HUC48 14 1/4"x2-3/4"' Titen 2 3500 1135 -- 6 0.148"x3" LUS26 4 0.14811x3'4 865 1165 -- SPH4 12 0.148 xi-1/2" -- Side: 640 -- Center:1280 DTC clips 4 3/16"x2-3/4" Titen 2 F1: 85 2 0.131"x2-1/2" F2:135 A35 12 0.131"xl-1/2" -- -- F1.650 F2 : 670* SDWC15600 i SDWC15600 -- 615 F1:130 F2: 225 SDWC15450 1 SDWC15450 -- 295 F2:150 WEN SECOND BRACE IS REQUNED, NAIL TO OPPOSITE SIDE OF BLOC ILK STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED - TRUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN AND SCHEDULE SHEATHING PER PLAN 3 2x6 DIAGONAL BRACING w/ (5)10d COMMON NAILS TO WALL BRACING AT BEARING WALL BLOCKING.UNLESS NOTED OTNFRINSE ON PLANS, PROVIDE ROBB ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 0 ® ac o APPacoc. 45-oEc ANOE N C.O.A.# ARCHITECTURE: SPLICE DETAIL FOR DIAGONAL 4' LAP II1H i LAP NAILED w/ (2) ROWS 10d LAIN NAILS 0 8' O.C. AA26002802 C.O.A.# ENGINEERING: (2) SIMPSON A23 w/ (8)10d x 1-1/2' 29349 (OE ON EACH SIDE OF BRACE TO TOP PLATE). 0 THOMAS A. WEBER, PE L--%BTHNG PER PLAN PROVIDE CONT. 242 P.T. PLATE w/ 1/2' 0 x IT ANCHOR BOLTS AT 4-O' O.C. MAX. w/2'x2' PL wASHERs AND r Boma (MIN. 3 REQ.) MASONRY LINTEL PER PLAN o�GABLE END TRUSS BRACING DETAIL nvvi� P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/1/21 DATE 0. �Q TE Illlllti O c 00 07-4 0 IT cYj It 9 45 rea+ " c� a N 0 lkPu Ite C� u p us N v o a a O N L� 00 11� rti My MHO N 3 ��-+ I t� 8 H �2: w o Q We, w C4 O �&o I PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME S ruce NPC THILD NUMBER 2116.501 SHEET S4.1 alb �NE�' r ,1 I,ImI "ll 1 0 0 0 0 0 0 00 0 0 0 0 0 0 °_ME: PROVIDE BLOCKING AT ALL o 0 0 ° SHEATHING EDGES. ° 0 0 0 ° 0 ° ° ° 0 0 0 0 0 ° ° 0 0 0 0 0 0 O O 0 ° 0 ° ° 0 ° ° ° 0 o 0 ° 0 NAIL ° SPACING AT 0 ° ° ° ° ° 0 ° 12" IN ° FIELD ° ° ° ° ° ° EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACNG SPACING REQUIRED 7/16" SHEATHING 8d 3' O.C. 3" O.C. 12" O.C. ALL EDGES SINGLE NAIL EDGE'SPACING 1 /2' �/2 s ° 1 /2' DOUBLE NAIL EDGE SPACIN( 20 BLOCKING NAILING �N SHEATHING SPUCE-SAME THICKNESS AND STUD SPACING PER PLA STRUCTURAL SHEATHING PER pLAN� STRENGTH AXIS ORIENTATION AS WALL SHEATHING r01 TYPICAL SHEATHING DETAIL 12 te a . EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL HELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 1/16° MIN 8d 3' O.C. 3" O.C. 12" O.C. ALL SHEATHING EDGES W02),GABLE END SHEATHING DETAIL Ian (2) SDWC15600 PLATE TO TRUSS, U.N.O. — UPLIFT NAILING PER PLAN TRUSS BOTTOM CHORD PER MANUF. @ 24' O.C. (2) SDWC15600 TOP OF DBL 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'D PLATE TO BE SPLICED OVER A STUD. JACK STUDS, U.N.O. PROVIDE 48" LAP SPLICE w/ (3) 10d (2) SDWC15600 TOP COMMON NAILS AT ENDS. NAIL PLATES PLATES TO EA HEADER DBL 2X TOP PLATE. BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 16" O.C. PLY ADJACENT TO EA TRUSS, UNO PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO HEADER PER PLAN, (2) PLY MIN. ADDITIONAL CONT. w/ 10d COMMONS AT 16' O.C. MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) JACK STUD AND CONNECTORS REQUIREMENTS AND CONNECTORS PER PLAN. (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. TO HEADER (MIN 3 EA PLY) FASTEN WALL SHEATHING (1) SIMPSON LSTA24 w/ (18) 10d AT Y O.C. ALL AROUND NAILS U.N.O - CENTER ON BOTTOM (1) SIMPSON LSTA18 OPENING HEADER CENTER ON HEADER. CONNECT WALLS PER W10 DETAIL-------- SHEATHING PER PLAN — — — — 2x STUDS AT 16' O.C. F F T- II II (3)SDWC15450 O BOTTOM OF JACK STUDS, U.N.O. NAILING PER PLAN II II II II -L1-JL NOTE: TYPICAL FOR EXTERIOR BEARING WALLS FRAMING TO BE 20 U.N.O. ON PLANS in►n� TYPICAL FRAMED BEARING WALL INIT. FINISH WOOD BUCK ATTACHMENT: WOOD BUCK ATTACHMENT: 1x CUSTOM P.T. BUCK TO MASONRY INT. FINISH 2x OR GREATER BUCK TO MASONRY EXTERIOR CONC.WALL Ix WOOD MATCH FRAME WIDTH, ATTACH w1 T NAILS @ 1x WOOD BOLT -UP THMESS < 2114' =11410 x 4' 1x P.T. BUCK 4' FROM ENDS AND 170.C. REMAINDER. 2x P.T. BUCK TAPCONS @ 4FROM ENDS AMID 17 O.C. ATTACH WINDOW THRU BUCK INTO MASONRY ` ' ` REMAINDER w11114'EMBEDMENT ATTACH WINDOW PER PER FLORIDA PRODUCT APPROVAL ATTACH DOOR PER GARAGE DOOR AND FLORIDA PRODUCT FLORIDA PRODUCT TRACK, INSTALLED PER ' APPROVAL APPROVAL ALTERNATE: MANUFACTURERS ALTERNATE �' a 1x CUSTOM PT BUCK TO MASONRY SPECIFICATIONS. SILICONE SEALANT ZK OR GREATER BUCK MASONRY BRICK MOLD MATCH FRAMEWIDTH, ATTACH wl TNAILS FINISH PER ELEVATION BUILT-UP fFROMESS ENDS D 1?D.C. FINISH PER ELEVATION TAPCONS @ 4 FROM ENDS AND 170.C. @ 4' FROM ENDS AND 170.C. REMAINDER. REMAINDER wl 1114' EMBEDMENT ATTACH DOOR THRU BUCK INTO MASONRY PER FLOIRIDA PRODUCT APPROVAL TYPICAL WINDOW ATTACHMENT DETAIL N.T.S. STRUCTURAL MTHNG. REFER TO STRUCTURAL SHEETS FOR NALING & OTHER REQ. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DINGS 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 RENF. REQ. EXTERIOR INTERIOR FOR VARIATIONS 3 OIL T-TFN. FL M , o e.. N FINISHED GRADE s, a. . o MONOLITHIC END., SEE STRUCTURAL DETAILS FOR WM, DEPTH, & RENF. REQ. CV 06 !PICAL1 STORY WALL SECTIONTW30 NITS 12 PER ELEV. WGM-140 STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DWG ASPHALT ROOF SHINGLE (OR TLE PER SPEC.) TRUSS STRAP PER STRUCT. DETALS FASCIA PER COMMUNITY SPEC. SOFFIT & OVERHANG PER SPEC. BOND BEAM PER PLAN PRECAST LINTEL PER PLAIN OPENING w1 PRECAST SLL PER PLAN SEE STRUCT. FOR ALL RENF. REQ. EXTERIOR INTERIOREA— IN 9 SEE STRUCT. DETAILS EA FOR VARIATIONS 11 19 O'-TFN. FL ° da a FNISFED GRADE 4. MONOLITHIC FND., SEE STRUCTURAL DETAILS FOR 4. WIDTH, DEPTH & RENF. REQ. TYPICAL 1 STORY WALL SECTION '%3 NTS TYPICAL DOOR ATTACHMENT DETAIL N.T.S. STUD COLUMNS PER PLAN SDS SCREW 016' O.C. — STAGGERED EACH SIDE OF POST (RESULTING IN 8' O.C. OVERALL SPACING) IUD COLUMNS PER PLAN 4-PLY: Y x 5' SDS SCREWS 5-PLY: Y' x 6' SDS SCREWS 6-PLY: Y" x 8' SDS SCREWS 7-PLY: Y' x 8' SDS SCREWS CS16 OR EQUIV. (TOP, MIDDLE AND BOTTOM) Dd NAILS 0 8" O.C. i PLY) (2) 10d NAILS 0 8' O.C. (EACH PLY) PRIMARY METHOD oa �ST�DPXA �KD ET AIL WGM-150 EXTERIOR CONC.WALL 114' DRIVE-IN ANCHOR GARAGE DOOR AND TRACK INSTALLED PER MANUFACTURERS SPECIFICATIONS. rrvv I'U 2X6 WOOD BUCK AI CHID TO CMU wl 117x 6't'BOLTS OR 50x 6' SIMPSON TREK HDS wl7 WASHERS AT 24, O.C. & WITHIN 6' OF TOP AND BOTTOM, OR (2) FRAM�NRY BUCK TO ROWS OF 114' x T MASONRY SCREWS @ I?O.C. STAGGER ROWS 6' FROM EACH END �— 112"x 2114'HLTI SLEEVEANCHOR OR EQUAL MIN.1117 EMBED INTO MASONRY (1) PER BRACKET FRAMETO MASONRY TYPICAL GARAGE DOOR ATTACHMENT 5cm: N.T.S. in" , A❑ /TVD,/`A, 1 "EBAR, CONT. IN I BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. 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. ALTERNATE METHOD iu Lnr k„rwnL/ 1A110 TYPICAL FILLED CELL DETAIL U V JILg FOR (4) PLY OR MORE STUD COLUMNS 1 Y v 1 %7 = WGM-160 2x STUDS AT 16" O.C. (3) SDWC15450 @ BOTTOM OF KING/JACK, U.N.O. — NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING. FRAMING TO BE 20 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 LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PILE) 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 3'6" 2'2" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 4'0" 2'8" 1783 2561 1 2751 3280 3820 4890 5961 7034 8107 2561 4605 5206 6113 7547 8974 10000 10000 4'6" 3' 2" 1343 1969 2110 2992 2931 3756 4576 5400 6224 1969 4375 5206 6113 7019 8672 10" 10" 4'8" 3'4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 5'4" 410" 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 66" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 716" 6'2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 8'4" 7�0�� 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3387 914" 8- 0" 416 699 1160 N/A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 912" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 1V 4" 1U 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 16M 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 12'6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2883 13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 1410" 1218" 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* 191411 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 I N/A I N/A N/A N/A N/A 340* N/A 598* 1 845* 1114* 1 1345* 1 1468* *PRESTRESSED ** 8" W/2" RECESS U-UNTELS 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 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/1 /21 DATE 44P W STATE OF lV�� .1 i llllliti N CV 95 0 U tPulte-,"ircup- RODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Spruce NPC MILD NUMBER 2116.501 SHEET S4.2 9