Loading...
HomeMy WebLinkAbout6227 Bradford Woods DrI I Il _ _ II I II I _ _ I ! I I - L -- - - - ! — -- - � 3 C u Pul 6..� l w APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE 4_0" 66'4" — 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 � arm Description TOTAL GO.01 Cover Sheet ;CONDITIONED SPACE GO.02 General Notes CMU—BASE PLAN 1662 SF A1.11 1st Floor Plan 1662 SF A2 01 Front Elevation & Details A2.02 Side & Rear Elevations & Roof Plan :NON -CONDITIONED SPACE E1.11 E, 12 p1,11 SO.OA 1st Floor Electrical Plan 1st Floor Electrical Plan Options 1st floor Plumbing Plan CMU—COVERED LANAI EXT. 199 SF CMU—FRONT PORCH FM1 OR C1 OR C01 OR FM2 OR C2 25 SF CMU—GARAGE EXT. 549 SF 773 SF S1.OA 2435 SF S'.'A S2.OA S3.OA S3.08 CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 -irst Floor Plate Height» —4 Plate Height itchen Layout Choices ayout 1 ! f iib tl 5 C PLA - aundry Layout Choices ayout 1 Additional Hose Bib Location ear x erior First Floor WallMU Exterior Wall arage Extension Choices ' Extension arage Handing jarage Right arage Water Heater Choices lectric Water Heater arage to House Entry tepped Entry oathering Hoom Ceiling lat Ceiling athering Room Door Choices Window 1 wner's Bath Layout ChoicesOwner's Bath Layout 1 wner's Suite Ceiling Choices lat Ceiling overed Lanai xtended Covered Patio oyer Entry Door Swing Door Swing In ind Speed Choices Wind Speed 140 -figh Velocity Hurricane Zone Non High Velocity Hurricane LOT SPECIFIED PLAN INFORMATION onfiguration Choices Configuration B CustomerName Market Home 6871-07601 Address - TBD ZEPHRYHILLS ---- ---- - Community 6871 OAKS OF PASCO 6871-07601 ---- o0 o� 1 00 o .00 ;~ �A� ;~ o CN C 4� c� U � o c� �o � Cz M N � Pau tt� O O 00 W 0 44 03 W „� Ul) 0 pQp PRODUCT MANAGER RELEASE DATE: XX XX XXXX WVi DATE TO PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET GO.01 _ I 1 I II 1 _ I I I A ! . Ty 1. 11 1 ' I'll I I I_ _1 IL 11_ 11 1 11 II 1 11A' II'IIT F III III I I I GENERAL NOTES GENERAL NOTES VENTILATION / ATTIC ACCESS — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — DO NOT SCALE DRAWINGS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES VENTS ONLY PER R806.2 — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 DRYWALL — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC — %" SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS TERMITE PROTECTION LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING ACCESSIBILITY — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR w tpu SHALL BE ISSUED TO THE BUILDING DEPARTMENT — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER TREATMENT THAN 30 SF o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS — INSPECTION FOR TERMITES o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF REQUIREMENT. o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS THE ROOF FRAMING MEMBERS o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 ■ 4" CLEARANCE REQUIRED AT GARAGES AND PORCHES o MIN. ATTIC ACCESS SIZE IS TO BE 22"x3O" WITH 30" OF UNOBSTRUCTED HEADROOM IN THE ATTIC POCKET DOOR SPACE SITE ADDRESS FIRE—RESISTANT CONSTRUCTION — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8" IN LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY EXTERIOR THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR — WATER RESISTANCE A 20—MIN. FIRE —RATED DOOR GUARDS AND WINDOW FALL PROTECTION o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A — 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 — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30" ABOVE WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. — " GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE 1h"OF —GUARDS SHALL BE MIN. 36" CEILING WITHOUT HABITABLE ROOMS ABOVE ■ THIS IS NOT REQUIRED OVER CMU — 5/8" GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE — FLASHING OF THE STAIRS o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER — 1h" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE R703.4 — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24" A.F.F. AND GREATER THAN 72" ABOVE FINISHED — EXTERIOR PLASTER — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 OR ASTM SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS STAIRS C1787 AND R703.7 — MIN. CLEAR WIDTH 36" — LATH WINDOWS/DOORS o HANDRAILS SHALL NOT PROJECT MORE THAN 4 ON EITHER SIDE OF THE STAIRWAY o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — MIN. HEADROOM -6'-8" OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1h" LONG, 11 GAGE NAILS HAVING — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 RISE 7-3/4" F'. 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR —MAX. C1787, OR AS OTHERWISE APPROVED. o () DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS — MIN. TREAD DEPTH 10" o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND — HANDRAILS MIN. 20" D o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), 0 34"-38" ABOV:- SLOPE PLANE corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE inches (89 inm) shall be provided at or below the foundation plate line on exterior stud walls in accordance — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED THAN FOUR RISERS with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 PATH WITHOUT GOING THROUGH A GARAGE o 1 %"-2" GRIP �'?E �R GRASPABLE FINGER RECESS inches (51 :nm) above paved areas and shall be of a type that will allow trapped water to drain to the o MIN. CLEAR WIDTH 32" WHEN OPEN AT 90 DEGREES exterior cf the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. o MIN. HEIGHT 78" ELECTRICAL — SIDING o FINISHED FLOOR SHALL BE MAX. 1 1 /2" BELOW TOP OF THRESHOLD — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS o IN EACH SLEEPING ROOM — MASONRY — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 o OUTSIDE EACH SLEEPING ROOM o BRICK IS TO BE INSTALLED PER R703.8 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o ON EACH ADDITIONAL STORY o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 o FIXED AND OPERABLE PANELS IN DOORS o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED SHOWER ROOFING POSITION — SMOKE ALARMS Si 'I'LL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER — UNDERLAYMENT R905.1.1 underlayment for asphalt, metal, mineral surfaced, slate and slate —type roof ■ GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS coverings. POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS o Underlayment for asphalt shingles, metal roof shingles, mineral surfaced roll roofing, slate o WINDOWS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED and slate —type shingles, and metal roof panels shall comply with one of the following methods: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE ■ A self —adhering polymer —modified bitumen underlayment complying with ASTM D1970 applied CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR over the entire roof. • WHEN EXPOSED AREA IS OVER 9 SF VEHICLE SPACE ■ A minimum 4—inch wide strip of self —adhering polymer —modified bitumen complying with ASTM * BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED D1970 or a minimum 3-3/4 — inch wide strip of self —adhering flexible flashing tape THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI complying with AAMA 711, applied over all joints in the roof decking. A felt underlayment AND CIRCUIT BREAKERS OR RECEPTACLES complying with ASTM D226 Type II, ASTM D4869 Type III or IV, or ASTM D6757, or a synthetic — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN underlayment meeting the performance requirements specified, is required to be applied over • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, the strips/tape over the entire roof. (See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1 of HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS the FBCR for fastener type and spacing). o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND ■ Two layers of felt underlayment comply ASTM D226 Type II or ASTM 4869 Type III or IV, or ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SHALL BE LISTED AS TAMPER —RESISTANT two layers of a synthetic underlayment meeting the performance requirements specified, SURFACE — NOT LESS THAN 90 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE lapped and fastened as specified. ■ WHEN GLAZING IS WITHIN 60" OF BOTTOM STAIR LANDING HIGH —EFFICACY LAMPS OR NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING — FLASHING R903.2 FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS o WET AREAS o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT shall be installed in a manner that prevents moisture from entering the wall and roof through TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS joints in copings, through moisture permeable materials and at intersections with parapet walls and LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. other penetrations through the roof plane. SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 WOOD — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.4 INSULATION Z3 a- O CD 1 r� ch o 0M .o °O i Q`n a� � o v v � UM 9 '■■� c"4 N 0 tPulte'.,'' C� OO 4� O 1 � 1 � as 1 -jc o W N Z � Q W o PRODUCT MANAGER RELEASE DATE: xx /xx /xxxx PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET G0.02 DBL 2X4- WALL t` FIRST FLOOR PLAN 0 d SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = i'-0" ON 11x17 PAPER) LLJ J d 13'-8" 0.1'-4" 11'-0" SOFFIT 0 12'-2 2" 14'-9Y2" CDI CI 6'-5%" 5'-9" 7'-2" 7'-7r COVERED LANAI EXT. N 1 5 I HB I (2) A SH (2)*25 SH I I o - I0 A cc CD CAFE OWNER'S SUITE I 6'-6Y" 6'-' N, 2' 2Y" (3) 25 SH ( 5-0" 5-5" - Ix GATHERING ROOM'-3y1, i 0. BAfi "X6 1 -�" 0 0 I SHOWER - --- N REDUCE O.H. TO IOE00 =1 0 I\ 0 0 f5 4S 10" WITM 1.6 cm �, QUARTZ CD I KITCHEN - 13'-3 " 4'-,r2 ?'-3" 2/4 F21'57"4�;J,2'-2Y" 6'-6" 3'-11" HLADER Al CC C -- �I PC WIC IL T. REF , Elfo - N II N (4; 12"SH N 1 \ BEDROOM 2 `' - f 'S''R '' — ri r 1 cn N a ' LAUN L-------- 1S/1R 0 2'-6 I I WH NOTE:ALWAYS LOCATE RECESS IN o TRUSSES FOR ? S DRYER TO RIGHT -------- OF WASHER L`====ee=9 HVAC RETURN HEADER T 8'-0" — — OPT SINK IN CEILING — — — — 2X6 WALL J - 3'-4y2" 2'-7Y" 3'-9Y" �6 5'-8Y2" 01 4'4Y2" 6'-7" 11r2 4/0 BP 2X4 WALL FOR N-1 o F-30 X_ 221 INSULATION, FOR ATTIC I T-PLY BETWEEN 011I LSCUTILE) WALLS 1s 1R 3 / III I tijI I o Z — wll o Wl r �I 0 0 T l FOYER X o m BATH 2 CD 3'-7" 6'-6" i I I I o nN rn - 2 CAR GARAGE N �\ I N No'po BEDROOM 3 = 0 � 2'-10" o� I v 0 H --- - ------------------------------------------------------------ I I 1 n, Ckf I I SOFFIT - TWIN 2E SH I 167' OVERHEAD DOOR 1 2'-8)2/" 7'-0" 7'-0" 2'-V2" 2'-V2" 2'-V 16'-0" 01 14'-0" 4'-7" 21'-5' 40'-0" � CV J ¢m CD o o � � o X O U Q Q U Q�C:> W TRIM BOARD 98' MDF. SHELVES, MITER INTO SIDES OF -" MDF. BOARD a NI -- Y4' MDF. BOARD — SIDE(S) SECTION THRU CUBBIES LEGEND MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN OIL ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/47� DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2" U.N.O. 12:f CEILING TRAYS ARE TO BE RECESSED INTO THE TRAY UP TRUSSES 12" U.N.O. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -20 WALLS ARE DRAWN 3 1/2" THICK -2x6 WALLS ARE DRAWN 5 1/2" THICK -8" BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING FURRING LEDGE DETAIL' 1X6 TRIM BOA COAT HOOKS I 1X4 TRIM BOA BEAD BOARD oilI 1X4 TRIM BOA I 38" MDF. BOA PIANO HINGE Y" MDF. BOA %" MDF. BOA A Y," ROUND O� TRIM BOARD SECTION THRU SEAT DROP ZONE DETAIL It WALL IJ J -U UK liKtA ItK - AM CUBBIES BOTH SIDES SCALE : 3/4" = 1' - 0" r 0 U 0 � o0 •� O o . o dam-+ H � 7m vC=) ry V c� c� O � w c� N � f 0 L\ \fl v O � � O O `}' � N o U'� PRODUCT MANAGER RELEASE DATE: XX XX XXXX REV DATE SCPoPTION PROJECT TYPE Single Family SPECIFICATION LEVEi. Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A1.11 8'-0„ T.O. WDW FRONT ELEVATION SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) o Q, 00 "a, a WINDOW/FRONT DOOR TRIM DETAIL SCALE: 1/2" = 1'-O" FRIEZE BANDING DTL SCALE: 1/2' = 1'-0' 4" 4� +1 /2" SILL DTL, SCALE: 1/2' = 1'-0" 1 CV GARAGE DOOR TRIM DETAIL SCALE: 1/2" = 1'-0" u O M MO � M� 1- v( J\ O 0.0 u J a� 1� O v� ;mill � w 0 N � tpulte PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Single Family SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2.01 ROOF PLAN SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-0" ON 11 x17 PAPER) TRUSS BEARING 9'-4„ 8 -0 T.O. WDW 00 ldk 0-0 FINISH FLOOR SIDE ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) -ATTIC VENTILATION - ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 2434 350496 8.113 1168.320 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/ 6.17) SQ. FT. SO. IN. SQ. FT. SQ. IN. LIN. FT. VENTS 3.245 467.328 4 4.868 700.992 114 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY OPT GRIDS PER � ffl COMMUNITY SPEC E:: -------------- ---- OPT. 4" BANDING ------------ ------------------------- --- ----------------------------------------- REAR ELEVATION SCALE 1 /8" = 1'-O" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) OL TRUSS BEARING q9 -4 8'-0'� T.O. WDW o i 00 ld--, 0'-0" FINISH FLOOR -------------- 00 OPT. GRIDS PER -------------- COMMUNITY SPEC OPT. 4" BANDING SIDE ELEVATION SCALE 1/8" = 1'-O" (NOTE: SCALE 1/16" = 1'-O" ON 11x17 PAPER) TRUSS BEARING 9'-4„ 8 -0 T.O. WDW 00 � 0 -0 FINISH FLOOR cl- N O CV CD Cl O U O O � 1 in r-� O vJ .00 -f✓ N U M r__' M c�S • '12 O r-' w N � O �+ � o o z _3c G 0 nz �Fi � N W opQpoo Q PRODUCT MANAGER RELEASE DATE: xx Ax /xxxx PROJECT TYPE I Sinzle Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET A2.02 FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) II ELECTRICAL SYMBOLS II STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) (�GIFa STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ON DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET s e e SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY -0- LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT - 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 LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR CEP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON Et METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT © THERMOSTAT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ GARBAGE DISPOSAL (GFCI PROTECTED) CHIMES DOOR BELL CHIMES Aose GARAGE DOOR 0 WIFI HOTSPOT (rO OPENER DATA/TV Ein MEDIA /SWP BOX (0) DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP COMBINATION SERVICE 120-240 VOLT G T 200 AMP DISCONNECT SWITCH AND 1 PHASE MLO 2PH ELECTRIC METER IN NEMA PANEL MCB 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I FE1 I ICI — I 1#4 SERVICE GROUND _ CONNECTED TO CONCRETE ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE 0- CD CV N a_ 0 U a OCD 0 C` J 1 �0 cn VJ O 000 H c7N U • PEI,-.4 -� O c� 0 c� Cf N � '*Pulte. 0 O L\ \fl � U U a w 0 .ic 0 w aj N � o Q � x � � PRODUCT MANAGER I RELEASE I DATE: XX/XX/XXXX PROJECT TYPE I Single Family SPECIFICATION LEVEL I Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1.11 I I I 1 1.1 , _ - -- - OPT FLOOD LIGHT ------------- - I COVERED LANAI EA.,,," I OPT. . ------ - _ OPT. I OPT —-- - I FLOOD LIGHT IN SOFFIT-- , :::- ---------------- -- WP/GFCI ---------------------------- -'' --------------------------------------------------------------------------- WP/GFCI FIRST FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 11x17 PAPER) COACH LIGHT IN SOFFIT Il ELECTRICAL SYMBOLS 11 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER OF/GFCI STANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET §220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) OUTLET INSTALED INISIDE ADJACENT SINK BASE CABINET s4 SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-P0 LIGHT FIXTURE - PULL CORD Fe LIGHT FIXTURE - COACH LIGHT �-- LIGHT FIXTURE - EXTERIOR WALL MOUNT 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 �c LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR EP ELECTRIC PANEL (AFCI PROTECTED) SC SMOKE/CARBON Et METER MONOXIDE COMBO DISCONNECT DETECTOR (AFCI PROTECTED) EMERGENCY LIGHT -OPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH TELEPHONE OUTLET /O/ CHIDES GARBAGE DISPOSAL � DOOR BELL CHIMES (GFCI PROTECTED) ' GARAGE DOOR C(•)) WIFI HOTSPOT GDO OPENER DATA/TV es MEDIA /SWP BOX f DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT ` 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/O COPPER 1-3/0 ALUMINUM no mq�i�i ELECTRICAL RISER DIAGRAM NOT TO SCALE SER CABLE 150 AMP M 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 1#4 SERVICE GROUND _ CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE a MO c / C�' r� �1 *polo0 o V� O 000 n� U K' cd O � w o� c� vs Cf N � tPulte- (D L\ 00 U 0 ~ U W nz r� N � o Q � PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pt lte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 SHEET E1.12 11 1 1 1 1 11 1 ' I ll THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY 0 K FIRST FLOOR PLUMBING PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) LZ � o O ��J cf) c �i v00 r--q ji-j� • r+ o 0 .o Q`n � a� o N a` U `Y' r--q c� .O � w cz c� 4-A N � O O cxD TW � 1 03 O O � Q H x � UO PRODUCT MANAGER RELEASE DATE: XX XX XXXX WW mnaa PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Cedar NPC CHILD NUMBER 2810.500 I HEET pill H A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE Ith 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-POSMVENL06: 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 N (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. 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: ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALL 0 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 957. 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 BACKALL 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. CONCRETE: 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 � Of SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301, ACI 318 & ACI 332. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. ONE OF THE FOLLOWING METHODS Of CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1". ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5' SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0' SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 W1.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WWM). c.) MICRO- OR MACRO-SYNTHECTTC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE Y' TO 2 Y,' IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL. MASONRY WALL CONSTRUCTION: MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / ACI 530 & 530.1 / ASCE 5 & 6. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (f m = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8' x 8' x 16", TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPLICATION. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR V. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED WITH COURSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0' U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM ACI HOOK #4 20" 3" 10. #5 25' 3-3/4' 10" #6 34" 4-1/2' 11" #7 42" 5-1/4' 13' F. REINFORCING STEEL: - 15 AD 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A 6 , 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 W. MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. 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 MALL 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 0 16' O.C. FOR WALLS 9'-5' OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 20 SPF OR SP NUMBER 2 OR BETTER ®16" O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 2x4 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 20 STUD WALL PROVIDE: (1) 20 KING STUD AND (1) 20 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH 1� 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-83 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. & 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 'DTEN HD'PER FL PRODUCT APPROVAL 115730.7. 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 115730.6 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 WAILS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE: SIMPSON POWDER -ACTUATED FASTENERS'PER FL PRODUCT APPROVAL 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 `BTEN SCREWS'PER FL PRODUCT APPOVAL 12355-R4. 6. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON 'SEPPER 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 4'EDGE DISTANCE. b) 1/2' DIA. SIMPSON TTEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 9. PRE -APPROVED SUSTITUTIONS 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 OR. 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 2r 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 14 DIA. HOLE 6' DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36' LONG 15 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-Y' FROM ANY EDGE FOR 1¢' BOLTS AND 3-)Z 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 TITEN HD AT THE SAME SPACING AS SPECIFIED ON THE PLANS. TITEN HD SHALL BE A MINIMUM Ys' 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 V OR LESS, NO REPAIR IS NECESSARY. 4.2 FOR BLOCK OVERHANGING THE SLAB BETWEEN h' AND I )2 , GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL. 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 1i, 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'FO R A 2X4 STUD OR 3-5/16'FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/471-1/2' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'j'-SDS3 WITH (12)-1/4N3'SDS SCREWS, WHERE -1-CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 6. NOTCHED TOPMOTTOM 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 UI I A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 11-1/2-WIDE 2'WIDE AND MUST BE IR S Q 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-BEYOND THE PIPE ON EACH SIDE). b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UTILIES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE. WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3' WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, 5/8-MINIMUM EXTERIOR A C NTITIOU KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE GRADE SOFFIT BOARD Yd1H EME S N REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD WOULD NEED TO BE FASTENED AT 7" ON CENTER AND ALL ENDS BLOCKED PER MANUFACTURER SPEC AND GYPSUM ASSOCIATION 216 (GA-216) INSTALLATION GUIDELINES. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS KAYCAN VINYL SOFFIT IS INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1 3. 12' WIDE SOFFIT PANELS ATTACHED TO BUILDINGS AND EAVES WITH 12F-1 & 12F-2 SYSTEM REQUIREMENTS AS NOTED IN EVALUATION REPORT FL12194-R9 ARE CAPABLE OF WITHSTANDING MAXIMUM COMPONENT & CLADDING DESIGN PRESSURES OF +/-40PSF. FOR DESIGN 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 C & C Pressures (ps- :*Kzt#p53O) (ASD ues) Based on 10psf Area Roof Pressures Wall Pressures Zone 1 Zone 2 Zone 3 tone 4 Zone 5 19.E -34.2 N/AT_ N/A 19.1 1 -47.3 25.7 -27.7 25.7 -34.2 Zone Ze Zone 3e N/A N/A Zone 3r N/A N/A 19.1 -47.3 Zone 2n N/A I N/A Zone 2r 19.1 1 -47.3 DESIGN PRESSURE CALICS DESIGN PRESSURES SHOWN ARE MINIMUM A110% VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMI Components and Cladding Pressures (ps--A#VUt*psW) (ASS Values) Positive Ne altive Width Height Effective Pressure Pressure Desgiption Zone ffij fftl Area ft2 16070 OHGD --- 16 7 112 21.8 -24.3 3080 DOOR 4 3 8 24.0 24.2 -26.4 6080 SGD 5 6 8 48.0 23.1 -29.1 25SH 4 3 5.25 15.8 25.0 -27.1 25SH (2) 4 6 5.25 31.5 23.9 -26.0 25SH (2) END 5 6 5.25 31.5 23.9 -30.8 4010 FIXED 4 4 1 4.0 25.7 -27.7 26SH (2) 5 6 6 36.0 23.7 -30.3 25SH (3) END 5 9 5.25 47.3 23.1 -29.2 BLE NTS 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. CONIC = CONCRETE G. DIA = DIAMETER H. DTL = DETAIL I. FIND = FOUNDATION J. MAX = MAXIMUM K. MIN = MINIMUM L. O.C. = ON CENTER M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE AR 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. # 66025 FLORIDA 2/16/21 DAT �J� �. TA ty toR>,op • ' ��: !/ilillii111� O O LO 1 00 cn o om Vtz � 0000 Q� N Ur__q cn I PI) c� O r-i � w bA cz c N � *Puite x PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL I Pulte II i I 1 ___ I I LL I _ (1) #5 REBAR w/ 25" LAP U.N.O. CMU COL. PER 8" C.M.U. FINISH PER ELEV. PLAN -O'-0" FINISH GRADE ao ' o z MONOLITHIC FOUND. - W/ (2) #4 DIA. RODS CONT. ON CHAIRS 9" STARTER -0" COURSE • ' ~ 1-4' 0 2 STY ALT. CMU SEAT @ 41 =01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB PAVERS OR SLAB PER SLOPE ' SPEC. ` CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) - PER PLAN Of Im MASONRY WALL CORNER ON SPREAD FTG, iWALL CORNER ON SPREAD FTG, i SCALE: 1/2'=1'-0 SCALE: 1/2"=1'-0 8" C.M.U. WALL FINISH 3/4' RECESS IN SLAB 10 1 /2" PER ELEVATION 3/4" RECESS IN SLAB FINISH FLOOR FINISH FLOOR SLOPE MONOLITHIC FOUND. .: w/(2) #4 DIA. RODS CONT. ON CHAIRS. 11_DH 1'-4' 0 2 STORY GARAGE DOOR RECESSED SILL SCALE: 1/2'=1'-0 RECESS WITH PAVERS 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ Vk 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS 012' O.C. STEP PER PLAN �SLOPE ti 4 o n 4 c0 6 1/2" (1) #4 ROD CONT. ON CHAIRS UNO STEP CONDITION Fos THICKENED SLAB @ GARAGE NON -BEARING SCALE: 1 /2"=1'-0 8" C.M.U. FINISH PER ELEV. FINISH FLOOR CLEAN COMPACTED ALL FINISH GRADE —0'-0" PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS I CONT. ON CHAIRS PVC SLEEVE 1'-4' 0 2 STORY F13 BEARING PENETRATION DETAIL 0 0 N O N T 0 w 0 a Ill CMU COL. PER PLAN -#5 REBAR w/25' MIN LAP LLJ SLOPE w o � ¢ z m CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN rers)MASONRY WALL CORNER ON SPREAD FTGWALL CORNER ON SPREAD FTG. 8" C.M.U. WALL FINISH PER ELEVATION SLOPE P MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1'-0" 1'-4' 0 2 STORY RECESS WITH 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d GUN NAILS 012" O.C. START SLOPE HERE 2" SLOPE FLUSH CONDITION PENETRATING 126111111,11 VI -#5 REBAR w/25" MIN LAP Z w w g m CD o z (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS Q POURED CURB FINISH GRADE -MONOLITHIC FOUND. w/(2) #4 DIA. RODS .ai��CONT. ON CHAIRS 1'-4 � 2 STOR*Y EXT, MASONRY WALL @ GARAGE SCALE: 1/2'=1'-0-� SCALE: 1/2'=1'-O _ z LID " @ IMPACT GROUT BED S PER SPEC DOOR PER SPEC w PAVERS PER 3" DOOR PER SPEC NESS VARIES) DOOR THRESHOLD SPEC (THICKNESS VARIES) DOOR THRESHOLD PER PLAN F. - ' F.F. 0 —O" SLOPEdk 7, ...:... . PER PLAN x ALT. BRICKco -9or- PER PLAN z THR ESHOLD z ... III -III -III ; I � o . • : I I I_I I I -III_ J 00 • I=1 11=1 I I ;I - ;.r, III -III ITI-1 1I- _ (3 ,�_.', MONOLITHIC FOUND. 1'-0" MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" t n - W/ (2) #4 DIA. RODS w/(2) #4 DIA. RODS 1-0 CONT. ON CHAIRS 1'-4" ® 2-STORY CONT. ON CHAIRS w/(2) #4 DIA. RODS 1'-4' 0 2-STORY CONT. ON CHAIRS III ALT. FLUSH BRICK 1'-4' 0 2 ST Y EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ave ENTRY (Pm THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) SCALE: 1 /2'4-0 SCALE: 1 /2'4-0 (1) #4 ROD CONT. ON 2x AT 24'O.C. MAX. CHAIRS TYPICAL 3 1/2" CONIC. FINISH GRADE SLOPE SLAB 1/2' G.W.B. EA. SIDE _ - THICKENED SLAB EDGE PAVERS TYP. W/o iW00 irl �(1) #4 BAR CONT \\� COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE: 1 /2'=1'-0 CORNER BAR WITH 25" VERTICAL DOWEL • :. ': MIN. LAP SPLICE EACH AS REQ'D IN PLAN •; SIDE. SAME SZE AS ��' CONT. FOOTING STEEL ALTERNATE TO CORNER �` . .` f • s NUMBER OF CORNER SPLICE: PROVIDE CONT. STEEL REINF. BARS BENT • ` y"'`. " -- ` �. ,' * ' BARS EQUALS NUMBER OF CONT. BARS AT CORNERS TO COMPLY, '""`�• , WITH THE INTENT OF THE . ' '� : A' .4 BUILDING CODE. NUMBER OF REBAR 25" MIN. PER PLAN Vol LAP SPLICE F12 REINF. PLACEMENT AT FTG. CORNERS -� SCALE: 1/2'=1'-0-SCALE: 1/2'=1'-0 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) (1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" BAR CONT. CONC. PER SCHEDULE w Uj SLOPE TO DRAIN MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON `D CHAIRS Fps SHOWER RECESS O CD M e--1 00 Cn O VJ � O O 00 A 'r' Ur__4I `Y' c� O r-' w bA cf) N � IkPu Ite PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Famil F3 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 2/16/21 DATE,`,t11lI1t i i PLAN NAME 4, Cedar N • 88Q NPC CHILD NUMBER _ * 2810.500 ATE �tkl SHEET •• � S1.0 � •. R Epp .•' `�`� NAL `\ 0 00 F03C S1A L I Ln 0 o 0 i cn 40'-0" 26'-4" F03C 24"x24"x12" CONC FTG w/ #4 51.0 REBAR @ 6" O.C. EA WAY F11 F11 --� S1.0 13'-0" S1.0 _- 27'-0" w/OPT. SCREEN w/OPT. SCREEN 2' 3 1/2" 8" 7'-0" 8" 4'-7° 8" 7'-0" 8" 3'-5 1/2" ENCLOSURE ENCLOSURE VERIFY M.O. I I I VERIFY M.O. — _T ' w o � N VARIES 0'-0" F07 F01 $1.0 S1.0 oIle o 1'-5 1/2' m 8 1 /2" 10'-2" 8 I SOLID POUR SOLID POUR VERIFY ,�A, I"; M.O. S.C. .lint VIA -- — — �—� • F01 S1.O 3'-01/2" g" • z� -51 2 S 0 -0" — S.C. F26 S1.0 • • S.C. a REFER TO ARCHITECTURE FOR AC rUAL WALL LOCATION FOB S1.0 . REFER TO ARCHITECTURE FOR ACTUAL WALL LOCATION F08 VARIES S1.0 co N S. C. F — I STATj RT SLOPE F �— HERE M REFER TO DETAIL FOR a I FLUSH ENTRY CONDITION ( . 20'-9" F08 - S1.0 VARIES S.C. S.C. • o FO7 I i o co N FO4 S1.0 a S1.0 cxD SOLID POUR SOLID POUR N S. C. — S.C. • • 7 1/2" 7 1/2" M I 3'' 4" N• i VERIFY I i o Ln M.O.W ' F04 F01 F01 J N S1.0 1- S1.0 a' L— J To F06 • • • • N I `� S1.0 VERIFY M.O. 2'-10" �8- 7'-0" 8" 2'-10"18-78 al VERIFY M.O. 1'-s 1/2" 8" 16'-8" 8" 21'-5" 14'-0" 4'-7" le 11 40'-0" FOUNDATION PLAN SCALE: 1/4"=1'-0" 63<10 0 00 0 Qo 00 CXD LEGEND SYMBOLS ❑� 8x8 FILLED CELL W/ 15 REBAR FM-F-21 8x8 FILLED CELL W/ (2)#5 REBAR • INSIDE FACE DO 8x8 FILLED CELL W/ NO REBAR REQUIRED 4 45' CMU - FILL CELLS W/ /5 REBAR 12x12 FILLED CELL W/ (4)-#5 REBAR ELE� ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = I' -I* DETAIL INDICATOR FLOOR SLAB NOTES: 3 1/2' 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6' AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN 'L' SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36' (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12" (305mm) APART, WITH THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE LOCATIONS C.O.A.# ARCHITECTURE: AA26002802 00 OMB e--4 4j 00 o0 ^� H � �-1 O N U � w bA N � *Pu It e G ru,,,,U ��11­1, � PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Famil, 1.1 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 66025 FLORIDA Pulte 2/16/21 DAT``1`�tlllll LAN NAME Cedes NPC CHILD NUMBER fi° = 2810.500 ATE OF SHEET ` %,/,ONAL `���� WALL BASE PLAN SCALE: 1 /4"=1'-0" LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8' KNOCK OUT BLOCK WITH 15 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE. 2. MINIMUM 4' NOMINAL BEARING PER END 0 UNTELS 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 QUANTITY OF REBAR AT r I BOTTOM OF LINTEL CAVITY F16-1 B/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 s, CMU 00z GROUT 1' #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 3'-4' DOUBLE 2A ------- S-5' - 6'-O' DOUBLE 2x8 ------- 6'-1' - 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 � o o i 45 00 � O VJ � O O A� v� U on d4 co M w 0 c� 4-& N � '*Pu Ite Q;j. PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Famil [-I THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 2/ 16/21 DATE � gyp' �i�PLAN NAME � Cedar �- 86 - NPC CHILD NUMBER 2810.500 1 : w4f SHEET STATE Z NA 00 1 S2.1 ROOF FRAMING PLAN SCALE: 1/4"=1'-0" 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 %; 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 & 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) SIMPSON SDWC15600. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND 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 al CV O CV 0 v � o �� 1 v 00 e, � O V� N O O 00 n� �-1 O v a� v � Uen O T"' c� w ct c P. N as *Puttee PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Fan it O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 2/ 16/21 DATE �1ii11t `��t p► �i� PLAN NAME .� edar C NPC CHILD NUMBER • = 2810.500 i� STATE OF �V SHEET S3.1 oNA� rIIIl STRUCTURAL SHEATHING, SEE PLAN AND DETAILS rnn " n""""' PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. -OR. 2x BLOCKING AT SHEATHING EDGES w/ 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS w/ (3)1 Od NAILS, 24' O.C. CONTINUOUS STRUCTURAL CENTER MAX. SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING SHEATHING DETAIL NAIL PER TYPICAL SHEATHING DETAI TYPICALTRUSS ANCHOR PER PLAN DETAIL AT TRUSS HEEL > 91/4' TYPICAL ........ ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS 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. TRUSS ANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM PER PLAN FETAL AT TYPICAL TRUSS w/ HEEL < 91 /4' or,�OOF TRUSS ON MASONRY 1 IV 1 Seale: File Name: 1 /2"=1'-0" RWM-010 STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED - TRUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN AND SCHEDULE SHEATHING AM PER PLAN R08B WALL �BRAOIN[GAT BEARING WALL "X" = 10% HOUSE WIDTH - 0 RIDGE OO GABLE END BOSTON HIP "X" = 10% ® HOUSE WIDTH tv/ x O O 3 x_ 2 x RIDGE ><I GABLE END GABLE X 20 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d 0 EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 20 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR PER PLAN 20 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS SHEATHING PER PLAN. GABLE TRUSS PER PLAN 'EDIMENT BLOCKING GABLE an -VALLEY SET TRUSSES AT 24" O.C. -ROOF SHEATHING VALLEY SET TRUSSES PER PLAN AT 24" O.C. -MIN. 9" LONG 20 GA. ROOF SHEATHING FLAT STRAP w/ (8) 10d PER PLAN -SHEATHING PER SHEATHING PER ` PLAN. _ O R_ PLAN. - O R- 2x4 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW w/ (3) 10d EACH END. VALLEY SET OVER FRAME I 1 V V I= PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24" O.C. 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 - L 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "L' BACK. � SHEATHING PER ARCH 10 FURRING ATMAX. 16" O.C. w/ 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" INSTALLED PER MANUF. (3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). sot EXTERIOR CEILING FURRING 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 SCALE N.T.S. I" 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. "X" = 10% OF HOUSE WIDTH ----- \ 'r OD 0 7 X / C� RIDGE 0 HIP X] VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. -- -- - - -- - 1E PLAN MENT :RED 24" O.C. 20 BLOCKING AT 2'- O.C. w/ (2) 12d TOE EACH END TO TRUSS SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/l/4" MAX. GAP FROM TOP OF 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING FOR VERT. REINF. R07 "WALL BRACING AT NON -BEARING EXTERIOR�W ALL 2x4 PURLIN @ EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL 0 8" O.C. 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. BLOCK 4 BAYS BACK 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT FROM GABLE TRUSS. OVERHANGS GREATER THAN 12". ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE TOP CHORD w/ (2)-16d NAILS AT 24" O.C. SIDE OF BLOCKING. CONT. 20 w/ (2) 12d NAILS F7 STRUCTURAL SHEATHING 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" TRUSS ANCHOR O.C. @ APPROX. 45-DEG ANGLE. SEE CONN. CHART 3 "T" SPLICE DETAIL FOR DIAGONAL 4' LAP WITH LAP BOND BEAM PER P 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). FASCIA 2x SHT6 SEE ARCH. BLOCKING DRAWINGS SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's �-SHEATHING PER PLAN AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" 1-9 ('�MI ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. STRUCTURAL SHEATHING �+ u WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF 016' O.C. x TRUSS w/ 12d's AT 4" O.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER nl AAI rnn nAVCn ❑G11 AT \/Alll Trn nnAINTnAI crr ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE: 7/16" SPAN RATED PLYWOOD OR OSB 8d RING SHANK 0.113" x 2-3/8" 1 2 3 OFFSET DIMENSION "X" = 10% HOUSE WIDTH "X" "X" TILE: 15/32" SPAN RATED PLYWOOD OR OSB PANEL EDGES @ SUPPORTS (1) 6" O.C. 6" O.C. 4" O.C. PANEL FIELD 1 6" O.C. 6" O.C. 6" O.C. METAL: 15/32' SPAN RATED PLYWOOD w/24 GA. 19/32" SPAN RATED PLYWOOD w/26 GA. NOTES: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X" OFFSET FROM ROOF EDGE. 30' _...­'ROOF IDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE ROOF SHEATHING ATTACHMENT DIAGRAM / CONT. 2x4 PLAN AND DETAIL \ 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN @ 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. BRACE SPLICE SHOWN FIELD NAILING PER PLAN \ 2x4 BLOCKING AT 48' O.C. - SS BAYS 3 TRUSS \ / WOOD FRAMING 2x6 NAILED 0 BOTTOM PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE END TRUSS BRACING DETAIL R09 "GABLE GABLE END 20 LADDER FRAMING AT 24' O.C. REQ'D AT (8) 10d NAILS EACH OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT TOP CHORD w/ (2)-16d NAILS AT 24' O.C. EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. CONT 2x6 w/ (2) 12d NAILS BLOCK 8'-0' BACK FROM GABLE TRUSS. NAL BRACING w/ (SSPACING COMMON 'NAILDIEA. / E4ND 0 332" MAX. STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA II TRUSS MEMBER OR TRUSS WEB. IF LENGTH IS LESS THAN 4'-0" USE 20 "L" BACK, IF LENGTH IS GREATER THEN 4'-0' USE (2) 20 "L" 2x LEDGER w/2-10d @ EA. BACKS. NAIL "L" BACKS w/12d @ 121C.(NOTCHED CROSSING TRUSS MEMBER @ TOP w/2-12d TOENNLS FOR ROOF SHEATHING 'L" BACK -EXTEND 6' PAST NNUNG LOWER ROOF SHEATHING SHEATHING PER PLAN-' PARTIAL GABLE END TRUSS DETAIL R09C PARTIAL GABLE CMU 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. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 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 Be 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. - 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS TO BLOCKING AND TO THE "L" BACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND THE REMAINDER AT 48' O.C. DIAGONALS OVER 8'-0" MUST HAVE AN ADDITIONAL "T" BRACE ATTACHED TO THE NARROW EDGE w/ /12d's AT 6" O.C.. "T" BRACE LENGTH TO BE THE DIAGONAL'S LENGTH MINUS 12" FROM EACH END. TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN R09B PUT�CH�IIP GABLE TRUSS BRACING DETAIL BOSTON HIP ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. CMU WALL (4) 1/4" 0 c 2-1/4' MASONRY � SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 COND110NS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. R13 MISSED TRUSS STRAP REPAIR ka (TYPICAL CMU WALL CONNECTION) FASTEN ERS ALLOWABLE LOADS CONNECTOR CLTY TYPE GRAVITY (Ibs) @1.0 UPLIFT(lbs) @ 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 F1:340 F 2 770 (2) META 16 1- IV 10 0.148"'xl-1%2"' -- 1$75 F 1: 680 F2:770 (2) META16 2- or 3- oly 14 0.162"x3-1/2" -- 1795 F1:1285 1080 (2) HETA16 1-ply 10 0.148"x1 1/2" -- 1920 F1: 680 F2:770 (2) HETA16 2- or 3- ply 12 0.162"x3-1/2"' -- 2365 F1:1350 F2 :1430 HSTtvT16 8 0.148"'xi- 2" -- 1110 F1:120 4 9/4"xl-3/4"' Tten 2 F2: 90 MTS12 14 0.148"xl-1/2" -- 990 -- MfS16 14: 0.148"'x1- 2" -- 990 -- HTS16 16 0.148"x1-1/2" -- 1310 -- HTS20 24 0.148"x1-1/2" -- 1310 L.STA12 10 0.148"x2-1/2" -- 925 _- LSTA18 14 0.148"x2- 2°' -- 1235 -- LSTA30 22 0.148"x2-1/2" -- 1640 -- MSTA30 22 0.148"x2-1/2" 2050 -- MSTC52 62 0.148"x3-1/4" -- 4735 - MSTCM40 10 4"x2-1 4"' Titen 2 -- 2800 -- 14 0.148"x3-1/4" lVIGT 22 0.148"x3" _- 3965 F1:775 1 5/8"' ATR F2.525 VGTRor L l 5 $" ATR -- 2225 F1: 650 16 1/4"'x3" SOS F2:630 VGTR/L 2 5/8" ATR - 5545 F1: 650 32 1/4"' x3" SUS F 2: 630 V GT 1 S 8" ATR - - 4940 F 1: 1185 16 1/4'x3" SDS F2: 590 (2) VGT 2 5/8' ATR 7185-2ply 889Ct 3 I F1:1185 32 1/4"'x3" SDS F2: 590 DTT2Z 1 8 l/2"ATR 1/4"x3" SDS - 1825-2x4min 2145-(2)2x4min -- HTT4 1 5/8"' ATR -- 3610 -- 18 0.148"x3-1/2" HTT� 1 5 8" ATR -- 4670 -- 26 1 0.1M" x3" FfT iSKT 1 5/8" ATR -- 5445 -- 26 SD#1Ox2-1/2" ABU44Z 1 5/8" ATR 7570 1900 -- 12 0.162"x3-1/2" ABU66Z 1 5 8 ATR 18205 2475 -- 12 0.162"'x3-1/2'1 H2.5A 10 0.131"x2-1/2" -- 565 F1:110 F 2:110 H10A 18 0.148"xl-1/2" 1340 F1:565 F2:285 HDIA-2 18 0.148"xl-1/2" -- 1080 F1:680 F2:260 1ILiC48 14 1/4"x2-3/4"' Titen 2 3500 1135 -- 6 0. 8"i x3 " LUS26 4 0.145 x3 865 1165 -- SPH4 12 0.148"x1-1/2" SiSide: 640 Center : 1280 DTC clips 4 3/16"x2-3/4" TTten 2 -- -- F1: 85 2 0.131"x21/2" F2:135 A35 12 0.131"x1-1/2" -- -- F1:650 F2:670* SDWC15600 1 SDWC15600 -- 615 F1:130 F2:225 SDWC15450 1 SDWC15450 -- 295 F2:150 C.O.A.# ARCHITECTURE: AA26002802 u O 1 e-� 0o O � O 011% �j UCf) c3 V O b�Dco 4­0 N � tPulte �1 !�1 N m OV4 V Co 00 l\ L\ \U W 0 Cn 1 I_j � I 1 ~� w -1c Q 0 w 0 PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Famil f-1 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORID Mte 2/16/21 DAT,`',�111I!! !! PLAN NAME NPC CHILD NUMBER .� 6.860 = 2810.500 �Q ATE � ' SHEET IDPI . ........S4.1 //110NAL 0 0 0 0 0 o a a ° a a a o a 0 a a 0 0 0 ° o o o 0 o 0 I --NOTE: SHEATHING H PROVIDE BLOCKING EDGES. 0 H AT ALL 0 0 ° o 0 o 0 0 0 ° o o o a o o I I* 0 0 0 0 0 0 o a o e o o a a a a a o a a o 0 0 a a o 0 I 0 0 AIL 12 IN a I 0 0 SPACING AT FIELD ° o 0 I I i 0 0 0 0 0 o a a o o EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16' SHEATHING 8d 3" O.C. 3' O.C. 12" O.C. ALL EDGES (%ILI^l r" LI A 11 r r%^r" '1%n A ^IA1n 1 /2" r%^I Ir1I r" LI A 11 r'r%nr' ^17% A ^IL1n �-2z4 BLOCKING NAILING TH STUD SPACING PER PLA STRUCTURAL SHEATHING PER PLAN STREENGITH ANG XIS ORISAME ON AS WALL SHEATHING THINESS AND rm��.TYPICAL SHEATHING DETAIL CUE'ADWAI I I A=AI EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16' MIN 8d 3" O.C. 3' O.C. 12" O.C. ALL SHEATHING EDGES STRUCTURAL SHEATHING NAIL SPACING 012" IN FIELD SINGLE NAIL EDGE SPACING W02 GABLE END SHEATHING DETAIL STRAP INSIDE FACE OF WALL PER MTS16 FROM EA. TRUSS W10 WHEN TRUSS STRAPS I \ I TO HDR. INSTALLED ON INSIDE (NON -SHEATHED) FACE OF WALL EDGE NAIL SHEATHING SIMPSON H2.5A 0 TOP & BOTTOM OF PER PLAN DBL 2X TOP PLATE BOTTOM 2X OF TOP CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. OPENING FRAMING (JACK STUDS ONLY) STRAPPING AT INTERIOR PROVIDE 48' LAP SPLICE w/ (3) 10d FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES DBL 2X TOP PLATE BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 16' O.C. PLATE TO BE SPLICED OVER A STUD. PROVIDE 48' LAP SPUCE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO CONT. w/ 10d COMMONS AT 16' O.C. MIN. ADDITIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM (1) SIMPSON LSTA18 AT 3' O.C. ALL AROUND HEADER CENTER ON HEADER. OPENING CONNECT WALLS PER W10 DETAIL �— STRUCTURAL SHEATHING PER PLAN INTERIOR NON -SHEATHED WALLS (ON OPPOSITE SIDE OF WALL) DOUBLE SILL AS REQ. FOR STUDS AT 16' O.C. SHUTTER ATTACHMENT 2z STUDS AT 16" O.C. — � SHEATHING PER PLAN 0 EXTERIOR— I WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) EDGE NAIL SHEATHING (I I I (1) SP4 TO KING & JACK STUD U.N.O.- PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN — II II NOTE: FOR EXTERIOR BEARING WALLS ONLY '-""'IYPICAL FRAMED BEARING WALL Tvvv IM STRUCTURAL SHEATHING. STRUCTURAL SHEATHING. REFER TO STRUCTURAL REFER TO STRUCTURAL WT.FNISH ' WOOD BUCK ATTACHMENT: SHEETS FOR NAILING & INSULATION AS PER SPECS. SHEETS FOR NAILING & INSULATION AS 1xCUSTOM P.T.BUCK TOMASONRY OTHER REQ. OTHER REQ. PER SPECS. 1xW00D MATCH FRAME WIDTH, ATTACH w/TNW@ 12 PRE—ENGINEERED ROOF TRUSSES. 12 PRE—ENGINEERED ROOF 1xP.T.BUCK 4'FROMENDS AND ITO.C.REMANDER. PER REFER TO TRUSS MFGR. DRAWINGS. PER ELEV. TRUSSES. REFER TO ATTACH WINDOW THRUBUCK INTO MASONRY EL TRUSS MFGR. DRAWINGS. ATTACH WINDOW PER PER FLORIDA PRODUCT APPROVAL ROOF SHINGLE FLORIDA PRODUCT aAPPROVAL (OR TILE PER SPEC) ROOF SHINGLE TRUSS STRAP PER (OR TILE PER SPEC) • ° ..: o- ALTERNATE: SLCONESEALANT 2x OR GREATER BUCK TO MASONRY STRUCT. DETAILS TRUSS STRAP PER STRUCT. DETAILS BULT-UPTHICKNESS <2114'=1/410x4' FINISH PER ELEVATION TAPCONS@4'FROM ENDS AND 12'O.C. 4REFER TO PLAN REFER TO PLAN REMAINDER. w/ 1114' EMBEDMENT 1 FASCIA PER COMMUNITY SPEC 1 FASCIA PER COMMUNITY SPEC TYPICAL WINDOW ATTACHMENT DETAIL 1 4 SOFFIT & OVERHANG PER SOFFIT & OVERHANG PER Scale: File Nam,: N.T.S. WGM-140 SPECIFICATIONS SPECIFICATIONS BOND BEAM PER PLAN BONND BEAM PER PLAN WOOD BUCK ATTACHMENT: INT.FNISH & OR GREATER BUCK TO MASONRY PRECAST LINTEL PER PLAN 1x WOOD BUILT-UP THICKNESS < 21 /4' =11410 x 4' 2x P•T. BUCK TAPCONS @ 4' FROM ENDS AND 12' O.C. REMANDERw/I114'EMBEDMENT OPENING w/ PRECAST ATTACH DOOR PER SEE STRUCT, FOR ALL SILL PER PLAN FLORIDA PRODUCT REINFORCEMENT APPROVAL ALTERNATE: REQUIREMENTS 1xCUSTOM PTBUCK TOMASONRY SEE STRUCT. FOR ALL BRICK MOLD MATCH FRAME WIDTH, ATTACH w/ T NALS REINFORCEMENT FINISH PER ELEVATION @4'FROM ENDS AND 1?O.C.REMANDER. REQUIREMENTS ATTACH DOOR THRU BUCK INTO MASONRY PER FLORDAPROM APPROVAL EXTERIOR EXTERIOR TYPICAL DOOR ATTACHMENT DETAIL INTERIOR INTERIOR 15 Seai.: File Name: SEE STRUCT. DETAILS FOR SEE STRUCT. DETAILS FOR N. T. S. WGM-150 VARIATIONS VARIATIONS 0ILO'—O" 1 „'-0" EXTERIOR CONC.WALL FINISHED GRADE FINISHED GRADE MONOLITHIC FOUNDATION, SEE MONOLITHIC FOUNDATION, SEE GARAGE DOOR AND TRACK, INSTALLED STRUCTURAL DETAILS FOR WIDTH, STRUCTURAL DETAILS FOR WIDTH, PER MANUFACTURERS SPECIFICATDNS. DEPTH & REINF. REQ. DEPTH & REINF. REQ. TYP. 1-STORY WALL SECTION TYP. 1-STORY WALL SECTION - W30 W31 LU EXTERIOR CONC.WALL 1/4' DRIVE-IN ANCHOR GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATDNS. 2X6 WOOD BUCK ANCHORED TO CMU w/ 1/2'x TV BOLTS OR 5/8'x 6' SIMPSON TEN HIS w/ 2'WASHERS AT24.O.C. & WITHIN 6' OF TOP AND BOTTOM, OR (2) ROWS OF 114'x ?MASONRY SCREWS @ 12'O.C. STAGGER ROWS 6'FROM EACH END �- 10x 21 /4' HLTI SLEEVE ANCHOR OR EQUAL MIN.110 EMBED INTO MASONRY (1) PER BRACKET FRAME TO MASONRY TYPICAL GARAGE DOOR ATTACHMENT Scale: N.T.S. File Name: WGM-160 ._" , I- ,__ -,, EBAR, CONT. IN BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. EBAR VERTICAL IN 1 FILLED CELLS, PLAN). EBAR VERTICAL ED 25" MIN. U.N.O. ' CLEAN OUT AT ALL D CELLS. FOUNDATION PLAN DETAILS FOR FOOTING -ORCING. TRUSS BOTTOM CHORD PER MANUF. 0 24' O.C. EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM OF HEADER PER PLAN HEADER PER PLAN, (2) PLY MIN, ADD JACK/KING STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL AS REQ. FOR SHUTTER ATTACHMENT EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3' O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT II II II II II II II II II II _ll— I L_ NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING TYPE A 8" LINTEL 8" TYPE B 8" TYPE C 12" TYPE B 12" TYPE C 14" TYPE B** 14" TYPE C** 16" TYPE B 16" TYPE C 20" TYPE B 20" TYPE C 24" TYPE B 24" TYPE C 28" TYPE B 28" TYPE C 32" TYPE B 32" TYPE C 2'10" 1' 6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 460S 5206 6113 7547 8974 10000 10000 3'6" 2' 2" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 4'0" 2' 8" 1783 2561 2751 3280 3820 4890 5961 7034 8107 2561 4605 5206 6113 7547 8974 10000 10000 4'6" 3'2" 1343 1969 2110 2992 2931 3756 4576 5400 6224 1969 4375 5206 6113 7019 8672 10000 10000 4'8" 3'4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 5'4" 4' 0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5'10" 4' 6" 860 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 S817 6662 6' 6" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 3480 5381 8360 8625 7590 7'6" 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 9'4" 810" 416 699 1160 N/A 1625 2S64 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 1V 4" 1010" 315 567 890 N/A 1366 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12' 0" 10'8" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 12S4 1684 2193 2805 3552 12'6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2883 13'4" 12' 0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14'0" 12'8" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 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" 18,81, F N/A N/A I N/A N/A N/A N/A N/A N/A N/A N/A 340* N/A 598* 845* 1114* 1345* 1468* *PRESTRESSED ** 8" W/2" RECESS U-LINTELS IType 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 IV LAr IIIrIVAL/ W19 I�YPICA_LF�ILLED CELL DETAIL C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 1 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/16/21 DATE����ti1t1 Jp' 1 No. 86 STATE of ' <y•: QNAL 0'�'�'� O LO M J 1 C?l" e--1 00 r^0 VJ O 000 t� ON Cr Ur--I O c� •16.4 P N 0 tPu Ite ; . n 0 vz N v 10 o S M SO 00 L� .1c 0 Cn 1 M- alcnE--� w N O Q PRODUCT MANAGER RELEASE DATE: XX XX XXXX REV wh W rt aI PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte a