Loading...
HomeMy WebLinkAboutPLANS121 2 ROOF RIDGE 4 11YrX`TYiTr�Ir 1�1�7` i rij:�II>�7Trl'rlr5' r[1tt T�� i T � 1�4�zTI 1 ELEV. 13,_0�� a,1 ] l' 7T? .,1SiJl t � F`rT ,liIlliYl �x11�ITL,, 7 r C I 4 (� 1 AT ..7 'A .T .r` i�� ASPHALT 5H1NG�LE51'� , ;r ASPHALT SHINGLES r4 Tti4 �?i4�% LAr p�Yr117 ) i( ri Il ii1', "L I`7,ll t 1�I�jc, 7 T\NR FI FV/ri ,�.I-r�.',�.�����.�,C�4T-�"Y`f. i-\T.B.B. ELEV. 8 O.H. (3)2"xl2"P.T. WOOD BEAM 'x 2" P.T. WOOD BEAM (3)2�'L23-U-LINTEL a® AT DOOR. -- L5-U-LINTEL L3-U-LINTEL ■ Q.H. 7-5" lo C.M.U. WALL C.M.U. WALL 8'-1" t STUCCO LL 11 4 STUCCO A B O O O® � _ _. _ _. FLOOR ELEV. FLOOR ELEV. O,_O„ T.B.B. ELEV. O.H. FLOOR ELEV. 0'-0" T.W.B'. ELEV. 8- I ' I' O.H. FLOOR ELEV. 0'-4" T.B.B. ELEV. I' O.H. FLOOR ELEV. 0'-0" ONG" P.T. WOOD COLUMN -� G"xG" P.T. WOOD COLUMN SOUTH ELEVATION 1 SCALE: 1/4" = 1'- 0" ROOF RIDGE 12" ELEV. 13 0 4" J tit TJL f L �T11 r f 1(L i.T L3-U-LINTEL C.M.U. WALL *STUCCO ROOF RIDGE ELEV. 13'-0" 1211 Q 4" it ITJ,-L, .r, ASPHALT SHINGLES - i Till L23-U-LINTEL _3-U-LINTEL 011 C.M.U. WALL fln E STUCCO 0 0� 2 NORTH ELEVATION SCALE: 1/4" = 1'- 0" 12' hROOF RIDGE 3 EAST ELEVATION SCALE: 1/4" = 1'- 0" 1211 4" f7 CRICKET 19" T.B.B. ELEV. I' O.H. joFLOOR ELEV. 0'-O" THFSF IPLANr4 4HD ALL ?Rn?n_SFDWORK ARE SUBJECT TO ANY CORRECTIONS REOU1RED BY RELD INSPECTORS THAT MAY BE NECE"My IN OROER TO COMW WITH Ala. APPUCA511 CODES, T.W.B. ELEV. I, O.N. (3)2"x12" P.T. WOOD BEAM 'I, v O.H. C.M.U. WALL C.M.U. WALL STUCCO *STUCCO F FLOOR ELEV. GNG" P.T. WOOD COLUMN G"xG" P.T. WOOD COLUMN 4 WEST ELEVATION SCALE: 1/4" = 1' - 0" 1211 a411 G"x0" P.T. WOOD COLUMN LAy, Aj�>J ST. LUCIE COUNTY BUILDING DIVISION REVfEWED FOR CO l REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE T.W.B. ELEV. I' O.H. 12" 44" 2N 4" BLOCKING @8'TOIO'O.C, EXTERIOR PORCH CEILING 7/8" J STUCCO ON HIGH RIB LATH SIMPSON: H 14 W/ 12-8dx�/z TO TPU55 UPLIFT: 1350 LES. (3)2"x 1 2" WOOD BEAM AND 3x%2" CD STRUCTURAL PLYWOOD GLUED AND NAILED TOGETHER (USE 1- I Gd @ 3" O.C. STAGGERED) 5IMP50N: PCGG POST CAP C W/ 4-1 Gd" TO P05T E G- I Gd" TO BEAM UPLIFT: 1700 L135. OR 8-5 51MP50N: ECCLLGG POST CAP C W/ 10-1 Gd" TO P05T 4 10-1 Gd" TO BEAM UPLIFT: 1700 LB5. (AT CORNERS) 4" CONC. SLAB-ON-CaROUND - Wl GxG-W 1 .4xW 1 .4 W,W.F. AT FLOOR ELEV. MID DEPTH OR FIBER MESH O'-4" ( 2500 P51 ) WIG MIL POLYETHYLENE SHEET ON COMPACTED, TREATED SUB -SOIL (TYPICAL). COMPACT TO 2500 P5F. ALLOW BEARING PRESSURE. F.F.E. -0'-4" T.O. SLAB CONCEALED FASTENERS OR ATTACHMENTS ARE THE RERPON010 OF THE CONTRACTOR OF RECORD 4" CONC. COVER POLYETHYLENE 5HEET F08.05 8"x8" CONT. W/ 1 #5 CONT SEE FOUNDATION 5CHD. CLEAN, COMPACTED FILL - TERMITE TREATED 30" N PREFABRICATED TRUSSES AT 24" o.c. MAX. PLYWOOD ROOF SHEATHING (SEE 5TRUCTURAL NOTES) ASPHALT SHINGLES OVER # 30 FELT TIN -TAGGED T.W.B. ELEV. GALV. DRIP EDGE I "x 2" WOOD METAL LATH AND STUCCO SOFFIT W/ 7" x 24" SCREENED VENTS @ 8'-0" o.c. P.T. WOOD COLUMN NAILS )51MP50N:ABUGG P05T BASE W/12-1Gd" UPLIFT: 2200 LB5. 5/8"OX 10" ANCHOR BOLT EMBED 0" MIN. INTO CONC. PAD 1211 (') F30 P30 CONC. PAD 2'-G"x2'-G"x 12" W/ #5 @ 8" O.C. EACH WAY. SEE FOUNDATION 5CHD. WOOD COLUMN SECTION SCALE: N.T.S. PRODUCT APPROVAL CHECKLIST OWNER: MRS. PATRICIA P055 ADDRESS: 7000 FORT WALTON AVE. FORT PIERCE, FLORIDA 34951 PRODUCT RAZED PRODUCT DE51GN PRE55JRE5 MANUFACTURER MODEL NUMBER METHOD OF ATTACHMENT NOA # OR FL # (+) O WINDOWS 0100 5/h ATLANTIC AL. 1/4' TAFCONS @ 13" MAX EACH SIDE, TOP. FIR5T CHOICE GO 60 JELD-WEN S/L MISSILE WDW5. Va" TAPCON5 @ 7" MAX EACH SIDE, BOTTOM. FL I I 1 20-R7 (OR EQUAL) %W TAFCONS @ 0" FROM ENDS * 10' O/C TOP. SWINGING TYPE DOORS 0' -8" STEEL G) /4" TAFCONS EACH SIDE ' TAPC FIRST CHOICE 80 90 JELD-WEN SINGLE OUTSWING (3) I/d' S TOP i BOTTOM. FL 113G.R1 (OR EQUAL) ROOFING MATERIALS ASPHALT ASPHALT SHINGLES-I/4" ROOFING NAILS FIBERGLASS V= 194 MPH V= 194 MPH GAF 3-TAB (0) PER 5HINLGE FL 101 24-R9 (OR EQUAL) THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING: INTERNAL WIND PRESSURE (Int.) WINDBORNE DEBRIS PROTECTION (IM.) IMPACT RESISTANCE GLAZING (Int.) THE ABOVE PRODUCT APPROVAL INFORMATION 15 SUFFICIENT FOR THE CORRESPONDING BUILDING DI51GN PRESSURE. (SCALED BY ARCHITECT OR ENGINEER OF RECORD). WME: EDGAR V. DUENA5 P.E. 5GNATURE CERTIFICATION NUMBER: P.E. #202G8 DATE: 03-08-2013 ROSS NEW HOUSE PROJECT MRS. PATRICIA ROSS 7606 FORT WALTON AVE. FORT PIERCE, FLORIDA 34951 WIND LOAD AFFIDAVIT: Dates 1. FLORIDA BUILDING CODE 2010: 2010 EDRION, RESIDENTIAL CODE W/ Appall" LOCAL SUPPLEMENTS WIND LOADS PER ASCE 7-10 OAK 2. BUILDING DESIGN IS: ENCLOSED 3. MEAN ROOF HEIGHT: 13' ABOVE GRADE ROOF PITCH: 4" VERTICAL/ 12" HORIZONTAL INTL PRESSURE COEFF: t0,18 4. WIDTH OF END ZONE: 3' WIND VELOCITY: 170 MPH 5. BUILDING CLASSIFICATION TABLE: FBC 30I.2(2). 2 6. WIND EXPOSURE CLASSIFICATION: B ADJUSTMENT FACTOR FOR EXPOSURE & HEIGHT: 1.00 7. COMPONENTS AND CLADDINGS WIND PRESSURE ON ROOF ZONE: (1)+17.98PSF.-28.55PSF (2) +17.98 PSF. -49.70 PSF, (3) +17.98 PSF. -49.70 PSF, 8. COMPONENTS AND CLADDINGS WIND PRESSURE ON WALL ZONES (4) +31.19PSF. -33.84 PSF (5) +31.19 PSF. 41.77 PSF. 9. COMPONENTS AND CLADDINGS WIND PRESSURE ON OVERHEAD GARAGE DOOR: N/A 10. LOADS: FLOOR: 60 PSF ROOF LIVE LOAD: 30 PSF ROOF DIED LOAD: 20 PSF 11. SHEAR WALLS CONSIDERED FOR STRUCTURE: YES 12. CONTINUOUS LOAD PATH PROVIDED: YES 13. ARE COMPONENT & CLADDING DETAILS PROVIDED: YES 14. MINIMUM SOIL BEARING PRESSURE: 2500 PSF TESTS: YES Structural Notes All work shall conform to the Florida Building Code (FBC), 2010 edition, and all other applicable local codes and Local Amendments. All structural loads shall be in accordance with FBC chapter 16. a. Roof loads: Live Load 30 pst Superimposed Dead Load 20 psf for Asphalt Shingles Superimposed Dead Load 30 psf for cement tile b. First Floor loads: Live Load 60 psf Balcony live Load 50 psf (if applicable) Superimposed Dead Load 20 psf for floor wood framing Superimposed Dead Load 100 psf for suspended concrete slabs c. Wind Loads: In accordance with ASCE 7-10 [building category 2:170 mph wind speed; exposure B, and importance factor I = 1.00] and internal pressure coefficient GCpi= +/-0.18] and an average MW FRS pressure of 30 psf. Alowable Soil bearing capacity: 2500 PSF. All structural concrete shall have minimum compressive strength of 3000 psi at 28 days. Slab/ Footings to be concrete with minimum 2500 psi. compressive strength at 28 days . See plans for size and steel requirements. Minimum concrete protection for reinforcing bars: Footings: 3" Beams: 1 /;' Suspended Slabs: 1". Lap all reinforcing steel a minimum of 48 bar diameters. Grade 60 steel minimum in beams and columns. All Lumber in contact with concrete or masonry shall be pressure treated. Splitting or cracking of structural components due to installation of hardware is not permitted. Unless otherwise noted, the installation of specified hardware shall conform to the manufactures instructions and standard practice. Bearing points of trusses shall have vertical studs in a number equal to the number of plies of the bearing member when the bearing member is 2 or more plies unless noted. Unless otherwise noted for exterior walls, exterior plywood sheathing is to be nailed with 8d goly. or better nails 4"o.c. edges and 6"o.c. field. Interior drywall Screwed with screws 1 1 /2" long drywall screw are 7" D.C. for ceiling$ and 8" D.C. on walls per FBC 2306.1. R 702.3.6 Anchor in -fill CMU / starter column to existing masonry with 1"wide x 16" gage corrugated galvanized steel masonry anchors embedded in masonry joints at 16" o,c. fasten masonry anchors to existing concrete / masonry with 1/4" tapcon fasteners with minimum 1 1/4" embedment. (See Detoil "A") Exterior porch ceiling and soffit 7/8" stucco on high rib lath w/21/4" nailing. Storm protection required for all glazed openings in accordance w/ FORT PIERCE & F.B.C. 2010 amendment. Product approval req. for doors, windows, roof, engineered lumber, garage door & storm protection in accordance w/ FBC 2010 and FORT PIERCE. General Notes 1. The responsibility of the Engineer in records is limited only to the Scope of Work and the information presented in this package. It should be noted that the design and recommendations presented this package are based on information given to the Engineer of record. Consequently, the recommendations stated within this drawing may be contradicted if inspection suggests otherwise. 2. This drawing should in no way be taken as an implied warranty that there are no hidden defects present and whether or not this structure was originally constructed in accordance with applicable building codes, the original construction documents, or on sound engineering principles and practices. 3. The existing structure elements including, but not limited to, slab, footers, beams, posts, and walls are all by others. They are not the responsibility of the Engineer of record. 4. Builder must inspect the structural conditions of any unauthorized existing improvements built before the Commencement of this addition. Any defects and/or inconsistencies with the presented drawings must be reported to the Engineer in records immediately. 5. Builder must verify that all dimensions and characteristics of the structural elements of the existing building are as shown on the drawings and notes. If any inconsistency is observed, builder must notify the engineer of record immediately. 6. Builder shall retain the truss company to visit the job site to verify all dimensions and the feasibility of the proposed truss layout with respect to the new walls, existing walls, and existing roof. 7. The builder shall make a thorough inspection of all existing structural elements, existing joints and the existing uplift connectors of the building and report any defects or discrepancies to the Engineer in records. B. The builder shall use work standards and exercise caution when dealing with the existing building elements. Hammering, cracking, splitting, and/or damaging is strictly prohibited to any of the existing structural elements, joints and connectors. 9. Refer to Structural notes for more instructions., n r . / E. ^ - No. I RCVISIOrI/Issue Date &die*" WRCE HOUSING Ul �m Ln `0 Q L Z Lo LLJ lk 4 00 >w Q rg LLJ� f oU_ V� Z N 0 u (ID N O N G-),y N � h _ V L 1- Uj ' 1- 0 Oi J L, NIL e zl 9 5 oz Q u v', LLJ IQ Z U o g LU Ill V♦ r o U-) > M ow Q Q W Q o EE V) V J o LL O �w oa LU ■ � Z r � LL 0 ��/ V♦ O �v11`4s*so" 10� vC e- koC �ewilt4tafl (Dt C'"k3 isky.,pny J �,.r. S71- CANN *0 BY St. Lude Cour Project Sheet Date . I 03-08-2012 Scale 1 /4'I= 1 11 1 OF G SHEETS No. I Revision/Issue I Date 10' ril-rii G r 1APl M r! f III AKI 18' 17' a CLEAN OUT HOLE.v MATC FORT. TYPICAL MASONRY FILLED CELL DETAIL SCALE: N.T.S. C.U.- 4 HURRICANE STRAPS W/ TAPCON SCREWS INTO 4" THICK SLAB PROPOSED P SCALE: 1/4" = 1' - U" PER FBC 2010 RESIDENTIAL CODE SECTION 309: FLAME SPREAD INDEX FOR THE WA' 1, & CEILING FINISHES SHALL NOT EXCEED 200. WALL & CEILING FINISHES SMOKE DEVELOPED INDEX SHALL NOT EXCEED 450. CORNER WALL DETAIL SCALE: N.T.5. A/C SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 5 SQ. FT FOR GROUND FLOORS, 5.7 SO. FT. FOR UPPER FLOORS. OPENINGS SHALL NOT BE LESS THAN 24'H OR 20'W SILL NOT MORE THAN 44" ABOVE FLOOR, N VIE 1 #5 L-SHAPED BARS W/ 30" LEGS. EACH BB. INTERSECTION WALL nF:TA I I 27'-3" PROJECT DATA: LIVING AREA: 1200.0 SQFT. FRONT PORCH: 135.0 SQFT. CAR PORT: 180.0 SQFT. TOTAL AREA: 1515.0 SQFT. MIN. (I TYPE DESIGNATION ..I."""`" P =FILLED WITH GROUT/ U = UNFILLED I- 1/2" CLEAR I— QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY Ga i M.U. _" 8F1�-�� J N Z< IB/T NOMINAL WIDTH) LnO? GROUT NOMINAL HEIGHT QUANTITY OF #5 . REBAR AT TOP #5 REBAR AT BOTTOM OF LINTELS CAVITY TYPICAL LINTEL AT 6 5 CTLI -BOTTOM REINFORCING g��q q PROVIDED IN LINTEL (VARIES) WINDOW * DOOR NOTE: FLORIDA CERTIFICATE OF PRODUCT APPROVAL No. FL 158. PRECAST, PRESTRESSED CONCRETE LINTELS: A- PRECAST, PRESTRESSED CONCRETE LINTELS TO BE PROVIDED BY CA5T-CRETE (OR APPROVED EQUAL) AND IN5TALLEIfECOMMEN DATIONS. IN STRICT ACCORDANCE WITH MANUFACTURES SHORE FILLED LINTELS AS REQUIRED. PROVIDE MINIMUM 4" 13EARING5 AT EACH END. B- IN LIEU OF 1 #5 REINFORCING BARS ON TOP. C- STANDARDS: COMPLY WITH REQUIREMENTS OF PCI, ACI 301 , ACI 318 AND ACI 530, D- REINFORCING BARS: A5TM AG 15, GRADE GO. E- PRESTRESSED TENDONS: A5TM A4I GLOW RELAXATION STRAND. GRADE 270, UNCOATED, 7/32" WIRE, F- CONCRETE: I - CEMENT: A5TM C 150, TYPE I OR III. 2- FLY ASH: A5TM CG 18, CLA55 C OR F. 3- SILICA FUME: A5TM C 1240, AMORPHOUS SILICA. 4- AGGREGATES: A5TM C33, MAXIMUM 3/5" DIAMETER, 5- STRENGTH: MINIMUM 3,500 P51 AT 26 DAYS FOR PRECAST LINTELS AND G- GROUT STRENGTH: MINIMUM 3,000 P51. WINDOW SCHEDULE No LOCATION GALL SIZE TYPE PRESSURE A LIVING ROOM 5H-35 SINGLE HUNG IMPACT GLASS 3 1. 19 33.84 8 MASTER BEDROOM 511-25 SINGLE HUNG IMPACT GLA55 31 . 19 33.84 C BEDROOM #2 511-25 SINGLE HUNG IMPACT GLA55 31 . 19 33.84 D KITCHEN 511-23 SINGLE HUNG IMPACT GLASS 31 . 19 33.84 EXTERIOR DOOR SCHEDULE No LOCATION ROUGH OPENIrNG TYPEwX PRESSURE + I GREAT ROOM 31-01N6'-8" SOLID DOOR 31 . 19 41.77 2 DINING ROOM 3'-0"x6'-8" SOLID DOOR 31.19 33.84 INTERIOR DOOR SCHEDULE 3 LAUNDRY CLOSET (2)2'-G"X6'-8" B-FOLD DOOR N/A 4 L. CLOSET 21-0"x6'-8" B-FOLD DOOR N/A 5 BATHROOM # I 31-0"x6'-8" SWINGING DOOR N/A 6 A/C CLOSET (2)21-0"x6'-8" B-FOLD DOOR N/A 7 MASTER BEDROOM 31-0"xG'-8" SWINGING DOOR N/A tj MASTER BATH. 31-0"x6'-8" SWINGING DOOR N/A 9 MASTER BEDROOM (2)3'-0"xG'-8" B-FOLD DOOR N/A Q BEDROOM #2 31-0"x6'-8" SWINGING DOOR N/A BEDROOM #2 (2)3'-ONG'-&' B-FOLD DOOR N/A 1/4" CONTINUOU5 BEAD Of CAUIK I/2" BEHIND BUCK. (2 3/4" ® DOORS w • �' C.M.L. WALL G'. BC INTERIOR510E w • EXFERIOR5IDE II � � Gw u 1' �z 17(4' BUCK CASE AROUND J TAPCON TAPCON THRU FRAME FOR WMDOW5 U5E BORATE TO I • O.C. TO CONCRETE ACCORDING TO OR P.T. TYPE CON PRODUCT APPROVAL. I'XG' BUCK FOR DOOR5 U5E TYP. ALUMINUM BORATE OR P.T. TYPE CCA WINDOW JAMB AND WINDOW ANCHOR DETAIL SCALE: N.T.5. CAST-CRETE U LINTEL SCHEDULE PRECAST t PRESTRESSES LINO. SIZE TYPE ALLOWED GRAVITY APPLIED GRAVITY ALLOWED UPLIFT APPLIED UPLIFT NOTE L-1 2'-10" 8F16-I13/IT 6113 44GO L-2 3'-6" SF 16-113/ 1 T 61 13 3547 L-3 4'-0" 8F 16- I B/ I T 61 13 5500 3079 2350 L-4 4'-G" 8F 16-1 B/ 1 T GI 13 2724 L-5 5'-4" 8F16-113/IT 5365 4500 2290 2000 L-6 5'- I O" 8F 16-113/ 1 T 43GO 2093 CAST-CRETE U LINTEL SCHEDULE 8" PRECAST W/2" RECESS DOOR LINTEL NO. LENGTH TYPE ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT NOTE L-22 4'-4" 8RP 18- I B 6472 3170 L-23 4'-6" gRF 18-1 B 6472 4500 303G 2500 L-24 5'-8" 8RF 18- I B 4567 1960 81.18 $E].2 $E16 • • s • 8E32 $F2$ $E24 8F20 T.B.B_ ELEI _. 8'- I'V 135-1 W/#5 REBAR CONTINUOS LINTEL W/#5 REBAR 1 #5 AT WINDOW 51LL EXTEND TO 51DE COLS. REBAR. ;.M.U. WINDOW SILL DETAIL SCALE: N.T.S. I N 4" BORATE BUCK 1/2"DRYWALL 1 "x OFT BORATE BUCK OR 2"x G"PT BORATE BUCK -C.M.0 WALL (PER PRODUCT APPROVAU DOOR MOULDING 4V2" DOOR WOOD FRAME BRICK MOULDING V4'TAPCON5 2WMIN. EMBED, 4" FROM END AND 1 2"O.C. DOOR ANCHOR DETAIL SCALE: N.T.5. w _ �m Z Ln w� C) 0 Z jw Q 6 w U) J IL Z L) CV o wN U N, Ln i` u m m vNm of J Q N w c Z wU °gam Project Sheet Date 502 03-08-20 12 5ca l e 1/4 Il= 1' 201' G SHEETS 4" CONIC. SLAB ON GRADE W1 GxG-W 1 .4xW 1 .4 W.W.F. OR FIBER MESH ON COMPACTED FIELD. F30 CONC. PAD 2'45(2'46 02" W/ #5 @6" O.C. EACH WAY 181 17'-G" I< 3° 10' - 9'-9° - T� 4 i�3'_5°3'_ 0°4'3'_2° i I I I let F15.1G II � I I I c�or•r_ Z_3" -1 4' 3'-8" 4 • • 4" 4" CONIC. SLAB -ON -GROUND Wl GxG-W 1 .4xW 1 .4 W.W.F. AT MID DEPTH OR FIBER ME5H 2500 PSI ) WIG MIL POLYETHYLENE SHEET ON COMPACTED, TREATED SUB -SOIL (TYPICAL). COMPACT TO 2500 P5F. ALLOW BEARING PRESSURE. F30 CONC. PAD 2'-6'x2'-6"x12" W/ #5 @6" O.C. EACH WAY 10' 10' IO'-G" /' ' EXIST. CONIC. DRIVEWAY / 3' 4" CONC. SLAB ON GRADE W/ GxG-W 1 .4xW I .4 W.W.F. OR FIBER MESH ON COMPACTED FIELD. G-3" 1'- I " 4" 4' 4' 31- 0" 4' 4" FIB.IG I I • 4' I C-1 4' I�D • I0 LL 27'_3" 4' 4 4' 15' 2#5X 30" LONG I 4' DIAG. BARS (TYP.) 1 L -SHOWER Z-0 J FIS.IG - - 7 F18.IG - 15'-3" a FLOOR ELEV. 0 -0,_4„ F08.08 F30 CONC. PAD 2'-6"x2'_6"x12" W/ #5 @6" O.C. EACH WAY 14'-G" 5' 25' - MASONRY WALLS: A. Masonry design has been performed in accordance With inspected values as per ACI 530/ASCE 5 / TMS 402. B. Concrete masonry construction will comply with section 2104.1.1 through 2104.5 of the FBC, and with ACI 530.1, ASCE 6, TSM 602. C. Concrete Masonry units shall conform to the following standards: ASTM C 55 for concrete brick: ASTM C 73 for calcium silicate face brick: ASTM C 90 for load -bearing concrete masonry units or ASTM C 744 for prefaced concrete and calcium silicate masonry units. D. Lay walls in running bond. Bond and Interlock each course at corners and intersections. Use special shaped units as required. E. Combine and mix mortar cement, lime, water and aggregates for Five minutes minimum in a mechanical batch mixer. Add water as required for workability. Retemper with water as required for workability. Do not use mortar which has begun to set nor If more than 2 hours has elapsed after Initial mixing. Do not add air-entralning agents to mortar or grout. Grout shall be puddled or vibrated in place. F. Mix grout to have a slump of 8" to i 1" at time of placement. Compressive strength of grout shall be 2000 psi minimum at 28 day conforming to the requirements of ASTM C476. G. vertical cells to be grouted shall have vertical alignment sufficient to maintain a clear unobstructed continuous cell of not less than 3" x 5". Walls and webs of grouted cells shall be fully bedded in mortar. Vertical reinforcement shall have 3/8" minimum clearance from the masonry. H. Grout shall be placed in lifts not exceeding 8'-0 maximum. I. Clean out openings shall be provided at the bottom of grouted cells at each Off. Clean outs shall be sealed after cleaning and inspection and before grouting. J. Masonry walls shall cure at least 24 hours before grouting. K. Beams and lintels, unless otherwise shown, shall have 4" minimum bearing at each end. L. Install shores and bracing to support masonry beams as required before starting grouting operation and until grout has reached its design strength. Rod or vibrate grout lift during pour operation. M. Reinforced concrete prism strength shall be I'm = 1,500 psi, and shall be vedfled by tests in accordance with section 2105.2.2.2.1 of the FBC. N. Reinforcement bars shall comply with ASTM A615, grade 60. Splices shall be lap splices. Non contact lap splices shall be permitted, provided reinforcing bars are not spaced farther apart than 5". Splice lengths shall be in accordance with Table R606.9.2 and shall be a minimum of 25" for #5 bars and 20" for #4 bars. O. Sills: unless otherwise framed in concrete, provide 4" x 8" concrete (formed of bond -beam block) with 1 #5 mid -depth at all sills. Extend reinforcement minimum 4" Into adjacent column or reinforced cell. Equivalent Cast -Crete sills are acceptalde (submit shop drawings). 3" 44' 4' 4' F.F.E. 21 4 4" 4' 4" CONC. SLAB -ON -GROUND Wl GxG-W I .4xW 1 .4 W.W.F. AT MID DEPTH OR FIBER MESH 2500 PSI ) WIG MIL POLYETHYLENE SHEET ON COMPACTED, TREATED SUB -SOIL (TYPICAL). COMPACT TO 2500 P5F. ALLOW BEARING PRESSURE. 245X 30" LONG DIAG. BARS (TYP.) �4 FLOOR ELEV, 0'_0 44' 5' C-1 6 FOUNDATION PLAN SC,�LE: 1 /4" = 1' - 0" CONCRETE COLUMNS SCHEDULE MARK 51ZE VERT. # 3 REMARKS REINF. TIES C-1 8" x 8" 1 1 #5 FILLED CELL COLUMN NOTES: 1. CONCRE'E MASONRY WALL REINFORCEMENT SHALL BE DOWELED FROM FOUNDATION THROUGH FILLED BLOCK CELLS AND HOOKED AT BEAM TOP BARS. REINFORCEMENT 5PLICE5 SHALL BE 48 BAR DIAMETERS. DOWELS 5HALL BE SAME SIZE AND NUMBER AS VERTICAL REINF. FOR HORIZONTAL JOINT REINFORCEMENT REFER TO STRUCTURAL NOTES. 2. FOR DIMENSIONS AND LOCATION OF MA50NRY OPENINGS REFER TO ARCHITECTURAL DRAWINGS. 3. MASONRY WALL SHALL BE REINF. WITH #5 @ 48" o.c. U.N.O. IN GROUTED CELL. AT ALL CORNERS INTERSECTIONS, END OF WALL d EA. 51DF OTHERWr&[. SEE PLAN FOR SLAB DESIGNATION -x x_ 1 #5 CONT TYPICAL 'THICKENED EDGE (T.E•) (F08.08) SCALE: N.T.S. FOOTING SCHEDULE MARK SIZE REINFORCING F30 2'-G"x2'-6"x12" #5 @G" O.C. EACH WAY F 18. 1 G I'-G"x P-4" x CONT. 2#5 BOTT, 1 #5 TOP F 1 2. 1 2 1 2N 1 2" x CONT. 2#5 1`08.08 8"x 8" x CONT. 1 #5 FOOTING NOTES. (") INDICATES TOP OF FOOTfNG5 1'-4" BELOW FINISH FLOOR. 1. AT ALL FTG. CORNERS s INTER5ECTION5,. PROVIDE 2#5 L-SHAPED CORNERS BARS WITH 30" LEGS 2. LAP SPLICE BAR5 MIN. 3G INCHE5. 3. MONOLITHIC CONCRETE SLAB E FOOTINGS ARE DESIGNED BY THE RATIONAL ANALYSIS METHOD-REFERTO FOUNDATION PLAN FOR 5LA8 REINFORCEMENT PREFABRICATED TRU55E5 2" AT 24" o.c. MAX. 4'f7 PLYWOOD ROOF SHEATHING (SEE STRUCTURAL NOTES) ASPHALT SHINGLES OVER # 30 FELT TIN -TAGGED T.13 R-30 INSULATION GALV E GE " x 3" P.T. BORATE I N 2" WOOD 51MP50N: HETAL20 W/ 10-1 Odx 11/2 TO TPU55 * 5-1 Odx 1 /2" TO CONC. BEAM 2N G" WOOD FASCIA ENE," PRECAST LINTEL W/ #5 AT BOTTOM VENTED ALUMINUM SOFFIT ON ALL OPENINGS ALL SIDES OF RESIDENCE (SEE PLAN FOR LOCATION) PROVIDE 1 5F PER 150 5F OF ATTIC SPACE 8"x 8" BOND BEAM W/ 1#5 CONTINUOUS _F R-4. I INSULATION 8" CMU WITH HORIZONTAL /2" DRYWALL ON JOINT REINF. AT EVERY 1 N 2" P.T. BORATE FIR. @ I G" O.C. OTHER COURSE SEE PLAN FOR MASONRY WALL REINFORCING 5/8 5TUCCO (TYP. 48 BAR DIA. LAP) w/ EXT. PAINT 4' O.C. MAX. WOOD BASE 4" CONIC. MONO SLAB L m (2500 PSI) rn W/ GxG-W 1 .4x W 1 .4 W.W.F. g AT MID -DEPTH OR FIBER MESH Q rjE^ - - ON POLYETHYLENE SHEET 2� \ 2-1 G d @ ea. TRUSS. OR BLOCKING @ 24" O.C. 2N 4" BLOCKING BETWEEN TRUSSES @ 8' TO 10' O.C. I / R-30 INSULATION 5/5" GYP. BOARD ' 4 ro F.F.E. 0'-0" T.O. SLAB 4" CONC. COVER x��x-.-x` I AY MASONRY �� x x ""-x .-X- RECESS ITYP.) I G" VAPOR BARRIERTERMITE L TREATED CLEAN, COMPACTED FILL I I G 1 x I 18" x G" x CONT. MONOLITHIC FTG. W/ 3 # 5 CONT. TYPICAL EXTERIOR WALL DETAIL SCALE: N.T.S. f)EE PLAN FOR MASONRY UN� Flir WALL REINFORCING Q(fYP. 48 BAR DIA. LAP)WO.C. MAX. U_�18" x 18" x CONT. OMONOLITHIC FTG. m co W/ 3 # 5 CONT. Om - 4" CONC. COVER I142"MA50NRY74 �= -x-x,-x--x-x-x,-x- RECESS (TYP.) +. �VPOe'ill'ARRIER TYPICAL MONOLITIC WALL FOUTING (F18.16 SCALE: N.T.S. 5/8" DRYWALL 2"x 4" TOP PLATE 1 /2" DRYWALL 2N 4" WOOD STUDS @ 24" O.C. 2N 4" P.T. PLATE /H11LTI PIN EMBED 1 1/2" 24" O.C. MIN. (NON -BEARING) T`(PICAL INTERIOR WALL DETAIL >CALE: N.T.S. 1 2N 1 2" THICKENED W/ (2) #5 CONT. FOOTING AROUND SHOWER (F12.12) SCALE: N.T.S. 1 /2" PREMOLDED JOINT FILLER SEE PLAN FOR SLAB DESIGNATION A, 1 #5 CONT TYPICAL THICKENED EDGE (T.E.) (F08.08) SCALE: N.T.S. No. Revision/Issue Date LL.i a--Ln Q 1\ Z 1LJ ZtIz Z > U_J Q LU C) _J 7 CV o Vi U S CV 0� (\J C o U7) =TT o' m Q3 J__ c Q X Q LLJ Z U og UJ V n ' Y / r 0 In �o�CY) 0 < Q W Q o M LL a LJ �Qc� �a. LL Lw W CD O (� LL 0 W Project Sheet Date (�� 03-08-2012 Scale 1/4 II= 1 30F G SHEETS ' No. I Revi5lon/I55ue I Date I7 I 10, MAX. UPLIFT=GOO L135. ECCLRQGGG5D5 In 9 O N EoV fL i ECCLRQGGG5D5 0 MAX. UP.= 1810 44' MAX. UPLIFT= 1, 125 LB5. -----I---+-- 2 ��---------I-- -----I---)-Z�-L=3--I-- MGT TOP OF BOND BEAM I I ELEV. T'-1" I I I I •I - I I I I dnGr © II II. UL 13301 1 1 I I I I I I I I I 1= 133d# II R= 2703 ij : R= 2703 :: I I N •I I I I I I I I I I I I I I I I I I I I I PLYWOOD POOP SHEATHING THRUOUT (SEE 5!FUCTURIALNOTrS) I I 1 I I I I 5 e I 1 I I I I I I I I I I I I I I Ir- I I I I I I I I INDI I I I I I I II - _�I I I I I I I I to • I I I I I I I I I III 'o I �I I I I I I I lam �I I I I Qoz I I I I �11-••- �-�°-�•I 1 4„� I I I �4„ I rt.�s I I Igo <I I I I I I I I I I I�� I I I I I I I I I I I I I I I II 1 1 `TOP OF WOoa:BEAM ELEv. e- °1 1 I I I I I I I I I I II P.R. WOOD IBEAM 11 I MBHA8I50/ I 1. II= L I I I I' II I I I I I PLYWOOD ROOq 5HEAlIHING THRUOUT . 1 11I 1 1 IF (SEE 5TRUCTURAL NOTF5) N--5' I I I I _ I I I I I .�- I - I (-- = 2703 R= 2703: # :: 1 I O 11:E .. I I I iv ur 1.330 # I _D Il I I I I I I I I I I I I 4= 133 q <._.._.. MGT I IgW III I [I 1 13L- II I L- - " - la4 I I- 0 �114 �I I I I I <I aI I Imo _ .. 1 I II I STUICO 0PO CH ON Fit HEIRIBGlA7TH" I �� ON 0FJ t o TOP Of"1WOOD REAM ELdv. 8'- I": (3)2"x 12' P T, WOOD BEAM ©H14 - v 12 01H. ) ©H 14 1 V.OH I I MAX. UP.= 1810 L135 25' MAX. UPLIFT-G00 LBS. MBI A5.50/t 1.88 I I I I I I I �nGr © I I 1 L-5-r- r-•�---j---I---r--j---I-- . _I ---I--------'------------L=3-I-r--�--= N MAX. UPLI1`T=750 1_155. J ROOF DESIGN LOADS TOP CHORD LIVE LOAD ------------ 30 P5f TOP CHORD DEAD LOAD ---------- 1 5 P5f BOTTOM CHORD DEAD LOAD ---- 10 P5f TOTAL LOAD ------------------------- 55 P5f 7 ROOF FRAMING SCALE: 1/4" = 1' - 0" TRU55 TIE DOWN 5CNEDULE MARK ANCHOR NAILS TO NAILS BOLTS ^ODUCT ALLOWABLE Up�'ft / F I F2 TYPE TPUS51P05T TO SEAT AO 51MP50N G-IGd G- I Odx I V2 720 SUR/L2G © 5IMIP ON 14 1 2-8dX I V2" 1 3-8d 1350 515 2G5 © SIMPSON 22 I Od 5/8"0 ACHOR BOLT EPDXY 3 G5 MGT W/ A MIN. EMBED DEPTH OF 12" O 51MP50N HU5210 30-IGd 10-IGd 2845 - E 51MP50N 1 2-1 Gd 5/8"OX 10" ANCHOR BOLT 2300 - ABUGG EMBED G" MIN. INTO CONC. PAD 51MP5ON MBHA5.50/ 1 1.55 18-1 Od (2) I -ATR 3/4 - 3475 - - © SIMPSON 10-1 Odx I V2" 5-1 OdX I V2" - 1810 415 1100 HETAL 20 O 51MP50N 4-IGd G-IGd - 1700 - - PCGG 51MP50N I G 5DSV4"x2 VY SCREW 8 5D511AN2Xz" SCREW 3795 ECCLLQGGG5DS TO MAIN BEAM TO SIDE BEAM' ECCLRQGGG5D5 O 51MP50N I G- I Gd SINKER 14- I Gd SINKER 2050 T.B.- THRU-BOLT U.N.O.- UNL€55 NOTED OTHERWISE LATERAL LOAD NOTE: UNITY EQUATION WITH LE55. RESTRICTIVE LOAD COMBINATION OF MAXIMUM LATERAL LOAD AND UPLIFT LOAD < I 1 2-8 r2 PI o51mp5 0nl Strorig -Tic uu I-ATR 05lmp5on Strong -Tie M13HA5.50/ 1 1.66 rrt11,P&7 COMPONENT AND CLADDING PRESURE ZONES NAIL 512E NAIL SPACING ZONE Ed NK FASTTENERSNERS 4" @ EDGES, G" @ INTERMEDIATE 8d RING -SHANK FASTENERS G" @ EDGES, G" @ INTERMEDIATE SUPPORTS CORNER DISTANCE, A= 4 FEET IN ALL CA5E5 Qz OI CDMI GO ©I O I(3 ©I O p A i A I A I IA I 1 O 1 Q Gi (3 !® ©! © 0 9 9 PLAN PLAN HIP ROOF GABLE ROOF 100< 450 10(k� 9 9 300 TRU55 LAYOUT AND PRODUCT APPROVAL NOTE: THE 51GNATURE5 OF THE ENGINEER OF RECORD ON THE TRU55 LAYOUT AND/OR THE PRODUCT APPROVALS ARE FOR DESIGN CONCEPT ONLY, iT 15 THE BUILDER'S RE5PO55ILITY TO VERII•Y TRUSS DIMENSIONS WITH THE EXISTING PACKAGE. THE STRUCTURAL PERFORMANCE OF ANY PRODUCT SHALL REMAIN THE RE51`ON5ABIUTY OF OTHERS. THE BUILDER BHALL VERIFY THE AUTHENTICITY OF THE. PRODUCT APPROVAL. ROOF PRESURE ZONE PRESSURE 1 17.95 28.55 2 17.95 49.70 3 17.95 49.70 BEAM G-1 WOOD COL (22)-10d 051mp5on Strong -Tie PCGG S18"0 ACHOR BOLT S EPDXY A MIN. EMBED DEPTH OF 12" (0Simpson Strong -Tie MGT F2 F1 S-• ©51mp5on 5trcng-TIe HETA L 2 0 14-1 Gd 51NKEF GNG" COLUMN 12-1 Gd' JWOOD a o511TIp5on Strong -Tie ABUGG 05lmp5on Strong -Tie LGT 2 BOND BEAM W/ #5 BAR POUR SOLID ADD I#5 o e HIGH STRENGTH LINTELS BY CA5TCRETE TYPICAL LINTEL AT WINDOW & DOOR SCALE: N.T.S. nv PRE-ENGINEERED WOOD TRUSSES: -Truss manufacturer Is responsible for the design and fabrication of trusses, girders and their connections to each other for the gravity loads and wind speed and conditions listed in this sheet. The design and manufacture of metal -plate -connected wood roof and floor trusses shall comply with ANSI/TPI 1, and FBC with emphasis on FBC 2007 SECTION R802.10. -Trusses and girders shall be designed, signed, and sealed by a Florida registered engineer (Truss engineer) retained by Truss Manufacturer. -Wind loads in this package are calculated based on analytic method. -Truss manufacturer shall notify the Engineer of records prior to completing shop drawings, if any loads exceed those specified in thels package using the some method or if any girders change location. -Complete calculations and shop drawings shall be signed and sealed by the Truss engineer and shall be submitted to the engineer -of -record for review. Review by the engineer4n-records will be for compliance with design concept only. The Engineer of records reserves the right to make design changes as deemed appropriate based on such a review. -Truss manufacturer shall provide ail truss to truss connections and uplift load for individual trusses & girder. -Truss manufacturer is responsible for the design of bracing for individual truss or girder members to resist lateral buckling under gravity or wind loads, and is responsible for providing a bracing plan of overall floor and roof truss systems. -The bracing of metal -plate -connected wood trusses shall comply with their appropriate engineered design. In the absence of specific bracing requirements, trusses shall be braced in accordance with the Truss Plate Institute's (TPI) "Handling, Installing, and Bracing Metal Plate Connected Wood Trusses'HIB-91. -Permanent bracing for the stability of the truss systems for gravity and lateral loads shall be indicated on truss shop drawings. For temporary truss bracing refer to TPI's HIB-91 summary sheet. -The bottom chord Diagonals places at 450 lateral bracing spaced at 8 to 10 feet, nailed to top of the bottom chord. diagonals places at 45° to the lateral braces shall be located at each end. -Wood trusses shall be braced and erected In accordance with the bracing in the plan of the web members: a. The truss manufactures shall provide and locate continuous lateral bracing for each truss web member as required. b. Lateral bracing shall be restrained by diagonal bracing (min.2" thick nominal lumber). This bracing is to be continuous. c. A minimum of two rows of diagonal bracing is required one at each vertical web member closet to bearing locations. PLYWOOD ROOF SHEATHING: a. Plywood roof sheathing shall be 19/32", exterior grade, sheathing, with 32/16. b. Lay panels, continuous over two or more spans and with face grain APA span rating perpendicular to primary framing members. End joints shall occur at center of primary framing member with both panels fastened to It. End joints shall be staggered, c. All roof sheathing shall be attached to a minimum 2" thick nominal member with its depth equal to or one size greater than the intersecting top chord. This shall be achieved with continuous structural subfascia or fascia with nail 3" o.c. d. Fasten plywood roof sheathing panels to all supporting members using 8d ring -shank nails.Nail spacing shall be 3" o.c. of exterior members within T from house perimeter) and 6" o.c. Nail spacing shall be 3" a.c. at exterior members within T from house perimeter) and 6" o.c. e. Exterior porch ceiling and soffit 7/8" Stucco on high rib lath w/21/4' embed nailing. I. f. Plywood wall sheathing shall be 19/32", exterior grade, nailing with 10d 4" o.c. @ exterior members within 3' from house perimeter) and 6" o.c else where. GYPSUM BOARD PARTITIONS AND CEILINGS GYPSUM BOARD PARTITIONS • Non -rated partitions shall have 1 /2" th. Gyp. Bd. On each side of 3 5/8" th. Metal studs at 16" on center and/or 2 x 4 wood studs at 24" on center. • Fir6 rated non -bearing partitions shall have 5/8" th. Type "x" gyp. Bd. On each side of 3 5/8" th. (or as indicated on plan) metal studs at 16" on center with r-11 fiberglass insulation between else where. • Bearing partitions shall have 5/8" th. Type Y' gyp. Bd. Each side of 2 x 4 wood studs at 16" or. renter. Storage areas under stairs shall have 2 layers of 5/8" th. Type "x" gyp. Bd. Secured to the walls of the storage area. GYPSUM BOARD CEILINGS • Gcrage Ceilings shall have 5/8" th.'Y' gyp. Bd. wood trusses at 24" On center. • Ceiling affixed to wood roof trusses at 24" on center shall be 5/8" th. Gyp. Bd. • Ceiling affixed to wood floor trusses shall be 1/2" th. Gyp. Rd. On 1 x 3 wood furring at 16' on • Ceilings of storage areas under stairs shall have 2 layers of 5/8" type "x" gyp. Rd. Secured to the underside of the stair. GENERAL ROOF NOTES: (WHERE APPLICABLE) 1. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRU55 MFG. LAYOUT. THIS FRAMING SCHEME ((DIRECTION OF TRU55E5, MAJOR G.T. BEARING POINTS ETC.) CAN BE iv1ODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND MAKE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED TRU55 DRAWINGS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW PRIOR TO PERMIT SUBMITTAL AS PER G NERAL NOTES. 2. PFFEIR TO DESIGNERS FLOOR/ FOUNDATION PLAN DRAWING FOR ALL R OM VAULTS, TIE BEAM HEIGHTS, SIZE AND REINFORCING. 3. ONTRACTOR 15 RESPONSIBLE FOR ALL STRUCTURAL COORDINATION A D SHALL NOTIFY DESIGNER OF ANY DISCREPANCIES PRIOR TO POURING OF FLOOR SLAB IN WRITING. 4. ALL CONNECTOR STRAPS SHALL BE GALVANIZED SHEET STEEL. A5TM A44G-75 GRADE A (fy-33,000 p.5.Q. 5. ALL STEEL SEAT DETAILS SUPPORTING GIRDER TRUSSES SHALL BE COORDINATED WITH THE TRUSS MANUFACTURER FOR SIZE AND BOLT SPACING REQUIREMENTS (SEE PLAN). G. ALL FLAT ROOF AREAS SHOULD HAVE A MINIMUM SLOPE OF 1/4" PER FOOT. 7. GABLE END TRUSSES: NAIL 8d RING -SHANK G" O.C. 8. GABLE END TRUSSES: USE RING SHANKS OR I Od NAILS FIRST 5 FEET. BLOCKING @ 48" O.C. MAX. IN FIRST 2 FRAMING SPACES EACH END. 9. GIRDER TRUSSES SIZED BY MANUFACTURER. ARE TO BE SECURED TO CONCRETE BEARING SURFACES WITH A SIMPSON HHETA-20 OR WOOD BEARING SURFACES WITH A 5IMP50N H 10 1 1. ON ANY TRUSSES 40' OR GREATER, CONTRACTOR SHALL NOTIFY DESIGNER OR ENGINEER ONE WEEK IN ADVANCE TO ARRANGE FOR FIELD SUPERVISION. 12. R OF MUST WITH STAND 170 MPH WIND LOADS. CONTRACTOR SHALL PROVIDE MANUFACTURERS SPEC5 ON ROOFING. 13.PROVIDE 22"x 54" ACCESS PANELS W/ FOLD DOWN LADDER 14. FOOF SPECS AND PRODUCT APPROVAL TO MATCH EXISTING ROOF MATERIAL (UNLESS ENTIRE ROOF TO BE REPLACED) 15. ALL STUDDED POST MUST BE CRIPPLED AT ROOF GIRDER BEARINGS AND WOOD BM'S. GLUE AND NAIL PLIES AT 1 2" O.C. TYP. WALL SHEATHINGS MUST BE NAILED TO EA. PLY AT BOTH SIDES CONCRETE 15EAM5 SCHEDULE REINFORCING MARK SIZE TYPE TOP BOTT. 515-1 8" X 8" 1 # 5 - BOND BEAM L 8° X 8" 1 # 5 LINTEL 13EAM NOTES: 1. AT ALL BEAM CORNERS AND INTERSECTIONS PROVIDE 2#5 L-5HAPED CORNER BAR WITH 39 LONG LEGS AT TOP AND BOTTOM,( I BAR PER BOND BEAM) 2. ALL TOP. AND BOTTOM BARS. SHALL BE CONTINUOUS. WHERE NECESSARY, LAP SPLICE TOP BARS IN MIDDLE THIRD OF SPAN AND LAP SPLICE BOTTOM BARS AT 5URRPORT5. LAP SPLICE SHALL BE MINIMUM 3G-INCHE5. 1L1 m Z > w _J w o In LU _J � yet N i3 E N 2 tJ [r c L L0 c m to Nm Oi J N u- _ Z Q LLB z m w U 0 0 N Project Sheet Date 03-08-2012 0 41 Scale 1 1/4 11= I' 40F G SHEETS No. I Revision/Issue I Date POWER METER W/ 200 AMPS BRK. DISC. 50 AMPS. DISCONNECT. IRRIGATION PUMP CONC. PAD r 18'-3" 10' 2X4 FLUO C.U.- 4 HURRICANE A/C STRAPS W/TAPCON SCREWS INTO 4" THICK SLAB F.F.E. 44 " 30 AMP: C 5T 7i 4 GF 1KITCHEN R F. \ I® J AFCI I MIN CARPORT O I O-G" CONC. DRIVEWAY PROJECT DATA: LIVING AREA: 1200.0 SQFT. FRONT PORCH: 135.0SQFT. CAR PORT: 180.0 SQFT. TOTAL AREA: 1515.0 SQFT. 25 GREAT ROOM / FLOOR ELEV. 0'-0" GFCI \. WP l k . FR0NIPORCH Ah FLU. -OR ELEV. --0'-4" ELECTRICAL -Contractor Shall verify with Florida Power * Light (FPQ the location of 5ervlce and Shall locate meter and panel a5 required, verify all conductors and breakers with equipment manufacturers' specifications, coordinate raceway In5taRation5 with other trades prior to construction. All branch clrcult5 In raceway or non-metallic sheathed cable. WASHER p ® `I-I'AFCI 30 AMPS. m DISCONNECT. 5'-4"NN.1 1 BEDROOM #2 r71� If/T�I��II �j' 30 AMPS. DISCONNECT. 40 GLA 50ALR WATER HEATER W/ 20 GAL ELECTRICAL BACKUP W/220 V DISCONNECT. PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDING WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. 54' �) ELECTRICAL PLAN SCALE: 1 /4" = 1'- 01' ELECTRIC 5YM15OL5 2X4 FLUO OUTLET �- S.P. OUTLET SWITCH Q7v TELEVISION 3 3 WAY SWITCH LIGHT GFCI GFCI OUTLET \ ® 240 VOLTS %� / ♦ TELEPHONE L 0 I C. FAN SMOKE DETECTOR ,\ / EF E. FAN ELECT. PANEL MOTION LIGHT _4ML A 5AT. SATELITE $4 4 WAY SWITCH RECESS LIGHT O CIVA UNDER CA61NET5 LIGHT 29 TV "ems A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE WITH F.A.C. RULE 9B'3.0472 WITHIN TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 200 AMP MAIN PANEL 120/240 VOLT 120/240 VOLT -� 343/0 CU. IN 2' CONDUIT. GRADE 1 #4 CU. TO DRIVEN Cu GROUND ROD WITH 20 OMHS OR LESS. (GROUND TO WATERLINE 8 REINF. IN FOOTING) ■ ELECTRICAL LOAD CALCULATION LOCATION SEE ELECTRICAL PLAN MOUNTING FLUSH MAIN 200 AMPS VOLTAGE 1201240 CKT. POLE TRIP DESCRIPTION WIRE CONDUIT CKT. POLE TRIP DESCRIPTION WIRE CONDUIT 1 2 30 1 A/C COMP #10-1" 2 2 501 A.H.U. #8-1" 3 1 4 5 2 50 1 RANGE #G- I" 0 2 30 1 DRYER # 10-3/4• 7 8 9 301 WATER HEATER # 10-1 " 10 20 DISPOSAL # 12-1 /2' II J 12 13 1 20 SMALL APPLIANCE # 12-1 /2" 14 1 20 WASHER # 12-1 /2' 15 1 20 BATH #2 CIRCUITS #12-1/2" 16 I 20 REFRIGERATOR #12-1/2" 17 �2C GENERAL LIGHTING #12-1/2" 18 J2'0 MICROWAVE #12-1/2' 19 _,�2C GENERAL LIGHTING #12-1/2" 20 I 20 MASTER BATH CIRCUITS #12-1/2' 21 I I # 14- /2" 22 I 1 TER BEDR AULT # 14-1/2' 23 1 20 GFCI SMALL APPLIANCE # 12-1/2" 24 1 1 BEDROOM F U # 14-1/2' 25 20 GFCI SMALL APPLIANCE #12-1/2" 2G 1 15 PROTECTS CIRCUITS AFCI #14-I/2' 27 15 GFI RECEPTACLE # 14-1/2' 28 1 20 IRRIGATION PUMP # 12-1 /2' 29 SPARES 30 SPARES 31 32 33 34 35 3G 3 WATTS X 1,200 5F = 3,000 WATTS 2- 5. APPLIANCE = 3,000 WATTS I - REFRIRATOR = 1,500WATTS I - DISPOSAL = 1,500 WATTS I - MICROWAVE = 1,500 WATTS I- WATER HEATER = 4,500 WATTS I- STOVE = 8,000 WATTS I - WASHER = 1,500 WATTS I - DRYER = 5,000 WATTS 2- BATH CIRCUITS = 1,500 WATTS I - OUTSIDE GFCI CIRCUIT = 1,500 WATTS I - IRRIGATION PUMP = 1.500 WATTS TOTAL CONNECTED LOAD = 34,000 WATTS FIRST KW REMAIN @ 100% = 10,000 WATTS KW REMAIN @ 40% = 9,840 WATTS A.H.U. H. STRIP @ 100% = 5,000 WATTS TOTAL LOAD = 24,840 WATTS TOTAL LOAD DEMAND 24,840 WATTS / 240 VOLTS = 104 AMPS NEW SERVICE 200 AMPS, 200 AMP METER CAN W/ 200 AMP5 DISCONNECT COMBO 2' RIGID DOWN PIPE UNDERGROUND SERVICE TO F.P.U.A. GRADE GMAX. - ELECTRIC RISER DETAIL SCALE: N.T.S. 1 #4 CU. TO DRIVEN Cu GROUND ROD WITH 20 OMH5 OR LESS. (TWO GROUND RODS TO BE A MIN. OF G' APART) GENERAL ELECTRICAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 201 1 NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN, R15ER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DISCREPANCIES PRIOR TO I115TALLATION. 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EYP05ED TO WEATHER SHALL BE NEMA TYPE 3R. 4. WIRE SIZE SHALL BE # 12 6 # 14 COPPER. 5. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS OTHERWISE NOTED. G. CONNECT GROUNDING ELECTRODE CONDUCTOR TO 5/8"- x 8' GROUND ROD AND NEAREST COPPER WATER LINE (COLD). 7. ALL 1 20V. I PHASE 20A. BATHROOM, GARAGE, AND EXTERIOR RECEPTACLES, SHALL HAVE GROUND FAULT INTERRUPTER (G.F.I.) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (G.F.I.) IN LIEU OF (G.F.I.) BREAKER WITH SEPARATE CIRCUIT. 8. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 48' A.F.F. 9. ALL RECEPTACLES TO BE TAMPER-RF515TANT RECEPTACLES (NEC 40G.1 1) ALL 1 25 VOLTS, IN5 AND 20 AMPS RECEPTACLES- UNLESS OTHERRW15r SPECIFIED. 10. THE ELECTRICAL CONTRACTOR IS TO 512E M05T BRANCH CIRCUITS; A MAXIMUM VOLTAGE DROP OF 3% 15 PERMITTED. 1 1. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED. 12. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX. 13. UGHTING FIXTURES SHALL BE SELECTED BY OWNER R CONTRACTOR INSTALLED 14. SMOKE ALARMS SHALL BE DIRECT WIRED 1 20V. U.L. 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANU- FACTURER'S RECOMMENDATIONS AND LISTING. 15. ALL ELECTRICAL DEVICES SHALL BE SMOOTH TYPE, COLOR WHITE, UNLESS OTHERWISE SPECIFIED. I G. ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT DEVICES OF THR TYPE AND RATING PER MANUFACTURER NAMEPLATE SPECIFICATIONS. 17, THE ELECTRICAL CONTRACTOR 15 TO COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID. 15. EXHAUST PANS IN BATHROOMS (IF USED) SHALL BE RATED AT I CFM/5F OF VENTILATED FLOOR AREA. 19, ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR. 20, ELECTRICAL CONTRACTOR 15 TO COORDINATE ALL SERVICE REQUIR- MENT5 WITH THE POWER COMPANY BEFORE BIDDNG TO BE CERTAIN THAT ALL WORK NFCE55ARY TO MEET POWER COMPANY SPECIFICATIONS IS IN THE BID. 21 . PROVIDE PRE -WIRED T.V. OUTLETS (FOR. CABLE OR ANTENNA IN ATTIC, OR SATELLITE) AS SHOWN PER CONTRACT. 22. ELECTRIC FIXTURE5/TRIM AND APPLIANCES SHALL BE U.L. APPROVED AS PER CONTRACT. 23. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT, AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER AND AS PER MANUFACTURER'S RECOMMENDATIONS. 24. OUTDOOR LANDSCAPE LIGHTING AND JUNCTION BOXES TO BE COORDINATED WITH LANDSCAPE CONSULTANT/COMPANY. (VERIFY W/ OWNER) 25. STEREO PRE -WIRE, SPEAKERS, UNIT, ETC. TO BE COORDINATED WITH AUDIO/VI5UAL CONSULTANT/COMPANY. (VERIFY W/ OWNER) 2G. ALL CENTRAL VACUUM INLET PORT LOCATIONS TO BE COORDINATED AND APPROVED BY OWNER PRIOR TO INSTALLATION. (VERIFY W/ OWNER) 27. ROUTE CONCRETE AS REQUIRED FOR FLOOR OU"LET5 VERIFY DEPTHS W/ STRUCTURAL ENGINEER BEFORE COMMENCING (IF REQUIRED), 28. PROVIDE A NEW COMPLETE TYPEWRITTEN DIRECTORY FOR EACH PANEL. 29. REMOVE AND CAP OFF ELECTRICAL INSTALLATION ASSOCIATED WITH THE REMOVAL OF PARTITIONS AND CEILINGS. (IF REQUIRED) 30. DIMMERS TO BE SINGLE POLED WITH PRESET DIMMER. 31 . ALL RECEPTACLE, SWITCHES, TV, PHONE, ETC. LOCATIONS ARE SUBJECT TO CHANGE IN FIELD DUE TO CODE ISSUES. ELECTRICAL CONTRACTOR MUST FOLLOW ALL CITY, COUNTY, STATE, AND NATIONAL CODES OVER DE517M DRAWINGS. EXISTS CAN BE SUPPLIED IF REQUIRED. DRAWINGS SUGGEST LAYOUT ACCORDING 10 CODE AND TO BE APPROVED BY GOVERNING MUNICIPALITY DURING THE PERMITTING PROCESS. 32. ALL RECEPTACLES TO BE G'-0" O.C. FROM ALL OPENINGS, AND 12'-0" O.C. FROM RECPT. TO RECEPT., ALL RECEPT. 2' O.C. AT KITCHEN COUNTER 33. ELECTRICAL CONTRACTOR SHALL VERIFY DESIGNERS ELECTRICAL LAYOUT AND CALC5. PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES IN WRITING 11 Y ILJ (m Q � Z Ln W � Z Lu J Q Lu w � LLJ _j (V E u o CV °� N � w In N Z �t o N CO u < N LL_ c � w x z lLl Z 6� w' (J o g FM v MI 0) � O� 11 LO o LLl It r) wQ©EE Cl) V _j O J (/® Q LL 0 � � W _ 0 R LL LL• ^w LL IJJ C6 c; O LL. Cn W Project Sheet Date I 03-08-20 12 Scale 114 It=1 I 50F G SHEETS No. I Rev151on/I55ue I Date r. IRRIGATION PUMP CONC, PAD OUTDOOR PROJECT DATA: LIVING AREA: 1200.0 SQFT. FRONT PORCH: 135.0 SQFT. CAR PORT: 180.0 SQFT. TOTAL AREA: 1515.0 SQFT. NOTES: 1. PLUMBING IS ACCORDING TO FLORIDA BUILDING CODE PLUMBING 2010 & LOCAL CODE AMENDMENTS. 2. GUARANTEE: THE COMPLETED INSTALLATION SHALL BE FULLY GUARANTEED AGAINST DEFECTIVE MATERIALS AND/OR IMPROPER WORKMANSHIP FOR MINIMUM OF ONE YEAR FOR MATERIALS AND LABOR. 3. PLUMBING FIXTURES: FIXTURES SHALL BE AS SPECIFIED AND SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. FIXTURES SHALL BE COMPLETE WITH DRAINS, TRAPS, SUPPLIES AND ANY OTHER ACCESSORY REQUIRED. 4. MATERIALS: A- SOIL, WASTE AND VENT, AND STORM: SANITARY PIPE, PVC, SCHEDULE 40. B- DOMESTIC WATER: COPPER PIPE, TYPE L W/ SWEAT WROUGHT CUPPER FITTINGS. TYPE "M" IN CONCEALED SPACES IS ACCEPTABLE. ISOLATE PIPING FROM CONCRETE W/ INSULATING MATERIAL. C- DOMESTIC WATER SUPPLY ASSEMBLY: CHROME FINISH TUBING W/ ANGLE SHUT OFF VALVES. 5. PIPING TEST: ALL SANITARY AND DOMESTIC WATER SUPPLY PIPING SHALL BE TESTED FOR LEAKS BEFORE PIPING IS CONCEALED OR CONNECTED TO EQUIPMENT AND PLUMBING FIXTURES. 6. DOMESTIC WATER VALVES SHALL BE BRONZE BODY, SWEAT ENDS. 7. ALL OUTDOORS CLEAN OUTS SHALL BE TERMINATED UP TO GRADE AND SHALL MARKED, 8. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF SANITARY DOMESTIC WATER PIPING BEFORE STARTING ANY WORK. 9. Water hammer. The flow velocity of the water distribution system shall be controlled to reduce the possibility of water hammer. Water -hammer arrestors shall be installed in accordance with the manufacturer's installation instructions. Water hammer arrestors shall conform to ASSE 1010. C.U.- 4 HURRICANE 5TRAP5 W/TAPCON SCREWS INTO 4" THICK SLAB OUTDOOR FAUCET L,) PLUMIN, SCALE: 114" = 1'- 0" CONNECT TO SEPTIC TANK 5Y5TEM A 2" PVC AIR ADMITTANCE VALVE 1 IV2 PVC D.51NK 2"PVC 2"PVC VENT. VE�T.1 LL U WASHER � 1142- �1 I 2' PVC \ ` TU8 311PVC ' `/'� CONNECT TO TOILET.1 2'PVC P/F�C SEPTIC TANK SYSTEM ` F . k CP>,• 'PVC PIPE�;PiAF \? C.O. v /\ I VY PVC �2 oiA L LAV 3" PVC PIPS Qe 3"PVC TOILETf ` 3.10 1, CA CA �3 PVC, PIP„_„_3YPVC PIPE __._- 4%10t 500MR. PLUMBING DIAGRAM SCALE: N.T.S. 314" COPPER PIPE FORWRI RELIEF. 3(4" PVC NH DRAIN IRRIGATION PUMP CONC.PAD W a CARPORT O i 1 0'-01 EXIST. CONIC. DRIVEWAY 1 8'-3, - J II I I II L KITCHEN 105 CFM IOx73 5209 OD U- eJ 70 25' C.U.- 4 HURRICANE STRAPS W/TAPCON SCREWS INTO A/C 4" THICK SLAB 4"0 2G GA. RIGID PIPE DRYER VENT F.F.E. - 44' DRYER 105 CFM / I WASHER IOX5 . I hL�� p • • •'� • O 130C;FM GREAT ROOM I OX8 FLOOR ELEV. 0'-0" FRONT PORCH -;�-yLOELEV. -0'0- -4" SPLIT 5Y5TEM EQUIPMENT SCHEDULE CONDENSING UNIT MAN. $ MODEL # N.TON5 CAP STAGES SEER REFRIG LIQ/5UCT VOLT/PHASE GOODMAN: GSC 13024 2.0 I 13 41 Q-A 3/6-3/4 208/230/ I AIR HANDLER MAN. * MODEL # TC (MBH) SC (MBH) TOTAL CFM ESP ("W.G.) HEATER KW VOLT/PHASE GOODMAN: ARUF2400 24.2 18.2 800 .5 5 208/240-1 NOTE: ALL NEW EQUIPMENT AS SPECIFIED OR EQUAL MECHANICAL NOTES 1. A/C WILL BE IN COMPLIANCE TO F.M.C. 201 AND LOCAL CODES f AMENDMENTS. 2. REF. LINE5 TO BE RAN THRU CEILING TO AC PAD 3. ALL DESCRIBED FLEX WILL BE AS NOTED OR EQUIV. RIGID DUCTBOAPD 4. ALL A.C. RIGID DUCTS SHALL BE OF 1 .5" R- STANDARD DUTY FOIL REINFORCED Ff5ERGLA55 5. ALL FLEXIBLE DUCTS SHALL BE R-G G, 3/4" P.V.C. CONDENSATE TO BE RAN UNDI . GROUND WITH A TERMINATION POINT I' MIN. FROM VIALL 7. ALL A/H UNITS SHALL HAVE A DRAIN PAN W/ AN OVERFLOW SHUTOFF SWITCH 8. LOCATION OF ANY MECH EQUIP NOT DIMENSIONED ON PLANS CAN NOT BE SCALED FROM PLAN5 BUT MUST 5, CONFIRMED BY OWNER 9. ALL EXHAUST DUCTS SHALL BE GALVANIZED METAL WITH SEALED SEAMS AND JOINTS. BEDROOM #2 110 CPM I Ox8IC 2T-3" 130 CPM 1 OX8 F.F.E. -0'-4" 9' 5<' n10 MECHANICAL PLAN a -0 CFM I Ox8 MASTER BEDROOM 00 ADR DETAIL SCALE: N.T.S. SCALE: 1/4" = 1'- 0" EXT. WALL LINE COVER NOTE: THERE CAN BE NO REFRIGERANT LINE5 OVERHANG OR VL-3/4" 0135TRUCTION(5) TO / LL-3/8" AIR PLOW DIRECTLY I ABOVE CONDEN51NG ,�LL 3/4" P.V.C. UNIT. /ice CONDENSATE LINE 18" 6 WEATHERPROOF O DISCONNECT BOX O O 4" CONC. SLOB TO EXTEND A MINIMUM OF 4" BEYOND UNIT ON ALL SIDES MINIMUM G" ABOVE GRADE 2" X 2" X 3/ 1 G" STEEL ANGLE OR STEEL BRACKETS WITH # 14 SCREWS TO BA5E OF UNIT AND ANCHORS INTO CONCRETE PAD. (TYPICAL A/C UNIT DETAIL ALL 51DE5) SCALE: N.T.S. CIO E U! N m r' s= ) N v C9 c N m C) Q N LL- Q3 di! � � X LLJ z m WI U ° g v LLI O � rn 0! 0 a M 0. Q Q W Q cn V J o J LL 0 LLJ = a �0.oa LLI.(0 Z Cl) C iY LL O I 0 W Project Sheet Date F 0 I 03-05-2012 M Scale 1 /411= I ' GOF G SHEETS *BUILDER"S WA.RNING* 'WARNING' ' THIS IS A PLACEMENT PLAN FOR ENGINEERED DIAPHRAMS "BRACING: 1) FOR THE ERECTION BRACING FCi-LOW ING SHEETS FOR THE 'SEE FINAL ENGINEERING STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS " BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR DESIGN DEPARTMENT APPROVES THEM IN ADVANCE ALL BEARING POINTS MUST BE INSTALLED COMPONENTS AS DEFINED BY WTCA 1 - 1995. HAVE NOT BEEN ANALYZED BY EAST COAST TRUSS. INSTRUCTIONS ON THE SCSI-Bi SUNIOARY SHEETS PLIES AND THE CONNECTION INFORMATION. PRIOR TO INSTALLING ANY TRUSSESf 2) PERMANENT BRACING FOR THE STRUCTURE IS THE ALL MANGERS ARE SIMFSON STRONG -TIE UNLESS FAILURE TO DO SO MAY RESULT IN ` FOR ERECTION AND INSTALLATION OF TRUSSES FOLLOW RESPONSIBILITY OF OTHERS. BRACING AS STAT_D ON SEALED " OUR DESIGN DEPAR TMENT MUST APPROVE LIERATONS AND/OR REPAIRS TO TRUSSES IN OTHERWISE NOTED. INSTALL HANGERS ACCORDING TO THE CURRENT SIMPSON STRONG -TIE CATALOG DAMAGED TRUSSES AND WILL VOID ALL INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS AND 3) INSTALL WEB ADVANCE. WARANTIES. SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. TRUSS HEEL 3 15/1611 ..-1-.211f....-1. SQUARE OVERHANG 12 ..._._ 8'-1" PLATE HT. ALL FLAT CEILINGS TYPICAL ROOF DETAIL 1 r-x000 I rt-l-NIv HANGER SCHEDULE: HUS26 QTY = 5 HIPCATS (4/12) QTY = 16 Ili I I .-- `CE , IT :r w- St. I.1_49F FT. FIFR(E FL. 1')4 r OFFICE: I(' z)ICi G_P 1130 TAX: ( 7, 72)-1Gl 3313,_ W17 CUSTOMER: Emporium Homes JOB NAME: Ross ADDRESS: 7606 Ft. Walton Rd CITY/CNTY: Ft. Pierce/St. Lucie JOB # 24892 DATE: 04/09/13 IN ACCORDANCE WITII TIIC FLORIDA ADhDNISTRATIVE CODE 61G15S-31.003 (3f !T), EAST COAST TRUSS is the "Truss Design Etiineer" Trusses tire designed in nucordnnce with the FilridR Building Code APPROVAL NOTE. A By approving this placement plan(s), slgnetured Anywhere on thin, sheet, the ' ' customer or his repiesentitive Acknowledges that this placement arm complies with the structural Intent of the project. The customer Also acknowledges that this approval authorizes 'ST COAST TRUSS to manufacture these trusses and deliver them to Be project 1 1 Indicated on this drawing, The customer also acknowledges thehelshe Accepts financial responsibility for any repair, engineering, and labor required due h arras other than those of EAST COAST TRUSS. 1 Signed: I Date: ' .J CODE= FBC 2010/TPI2007 ASCE _-10 < DESIGN CRITERIA = MWFRS OCCUPANCY CATEGORY = II L.l_ EXPOSURE = B MWF SPEED = 170 BUILDING TYPE = ENCLOSED LU MEAN HEIGHT = 15'-0" G_I3AV TY_L9A » < ROOF: DUR FACTOR= 1.25 PSF=TCLL TCDL - BCLL - BCDL U) (1) 20-15-10*-10 w _J LOADS PER FBG & FRC Z "NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 C:T C/) LU CAUTION: SPANS GREATER i-IAN (U 30'-0" MUST BE SET WITH r U) SPREADER BAR. THE SPREF..DER BAR SHOULD BE AT LEAST 1/2 TO X 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. f - L-L.i REFER TO BCI-B1 FOR COMPLETE (f) ERECTION AND SAFETY O PROCEDURES. H W U) ALL-RF_/IKS-R_BUl1.DER NOTE: TRUSSE9 DO NOT Q SUPPORT ANY PLANT SHEL', F O 0 t1. O U Q SCANNED > St. Lucie Count} O � Q REVISIONS �da0 9 0 I� v m