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Home My WebLink AboutRevisions; Beam ChangeOFFICE USE ONLY: DATE FILED: St 14 REVISION FEE: PERMIT # % �U 3 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34962-5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: A'7T HAITHE 1 ` 90 FT P)E966 3�dt/sr DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: -11 STATE of FL REG./CERT. #: C (,,6 /S) 34 g) ST. LUCIE CO CERT. #: BUSINESS NAME: AbAedA aK2j7&ycfMu QUALIFIERS NAME: ADDRESS: 665" /3 e- oyo CITY:. , cc.r .044, x HF arsj STATE: FG ZIP: 3 z gdsS PHONE (DAYTIME): �55 I ->Z2 - 3 9' 9d FAX: OWNER/BUILDER INFORMATION: NAME: CITY: %QAT P1 9[e STATE: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION:' FAX: ZIP: NAME: KYW AnVA90 6E ADDRESS: „^Fz` ij/A /LMe-LAn36 CZ CITY: CLAAENGAz,T STATE: Fc- ZIP PHONE (DAYTIME): y07- '{63 - 05474 FAX: SLCCC:9123109 Revised 06130117 , g 'Val Vl 4-t40 STRUCTURAL CONSTRUCTION NOTES: FOUNDATION, CONCRETE, STEELAND WOOD 1. ALL CONSTRUCTION MUST CONFORM FLORIDA BUILDING CODE 2020, 7th Editi Q Y. ALL VEGETATION IS TO BE REMOVED FROM SLAB I FOUNDATIONAREA NO WOOD OR VEGETATION IS TO BE BURIED WITHIN 1T OFANY BUILDING OR PROPOSED BUILDING. FILL TO BE CLEAN 'MATERIAL PLACED IN LIFTS NOT TO EXCEED V MECHANICALLY COMPACTED. ALL CELLS, CAVITIESAND AIR GAPS SHALL BE CLEANED OF ALL NON -PRESERVATIVE TREATED WOOD OR CELLULOSE .MATERIAL PRIOR TO PLACEMENT OF CONCRETE. 3. SOIL BEARING 2,000 PSF MINIMUM AT 95%OF MODIFIED PROCTOR AS PER ASTM D-1557, TESTED IN IZ' MAX LIFTS, CONTRACTOR TO PROVIDE CERTIFICATE 4. SOIL TREATMENT TO EXTEND 1 FOOT BEYOND EXTERIOR SIDEWALLS OF STRUCTURE. 9. SOIL TREATMENT CERTIFICATE TO BE STORED IN WEATHER RESISTANT JOBSITE PLANS BOX 5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "SPECIFICATIONS' FOR STRUCTURAL CONCRETE BUILDING"ACI 318-05, 8. CEMENT. ASTM C-150, TYPE 1 b. WATER: POTABLE c. AGGREGATE: ASTM C-33 d. REINFORCING STEEL: ASTM A-615, GRADE 40 e. SLUMP: 51NCHES MAX I. METALACCESSORIES:ACI-316 g. REINFORCING MESH: FIBERMESH ORASTM A-185, 6X6 W 1.4,W1.4 h. CURING COMPOUND: ASTM C-309, TYPE 1 I. FORMWORK: ACI SP-4 FORMWORK FOR CONCRETE, FORMWORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. J. TOLERANCES: FLOOR SLABS: 1/81NCH IN 10 FOOT MAXIMUM k FINISHESFLOOR SLABS - STEEL TROWEL FINISH. (1). WALKS & DRIVES -BROOM. 01). FLOORS TO RECEIVE TILE - BROOM. I. SAW CUT CRACK CONTROL IN SLAB AT MAX SPACING 15'-0' 0/C AS SOONAS CURING PERMITS NOT TO EXCEED 24 HOURS FROM TIME OF CONIC, POUR. 6. MINIMUM COVERAGE FOR REINFORCING STEEL UNLESS OTHERWISE NOTED SHALL BE: e 3'CONCRETE DEPOSITED AGAINST GROUND. b I W WALLS EXPOSED TO WEATHER OR IN CONTACT WITH THE GRADE, 0. 3W WALLS NOT EXPOSED TO THE WEATHER, d i W COLUMNS, e 1 Y." BEAMS, (OVER MAIN REINFORCING) f 3/4"STRUCTURAL SLABS, FROM SURFACE, 7. ALL CONCRETE SHALL BE PLACED WITHIN 90 MINUTES FROM BATCH TIME, UNLESS RETARDER IS ADDED TO THE MIX. S. ALL CONCRETE SLABS SHALL ATTAIN A MIN. STRENGTH OF 2500 PSI. IN 28 DAYS, FOOTINGS SHALL ATTAIN A MIN. STRENGTH OF 3,000 PSI S. ALL CONCRETE BEAMS AND COLUMNS SHALL ATTAIN A MIN, STRENGTH OF 3000 PSI IN 28 DAYS 10. GRADE 40 STEEL MINIMUM IN FOUNDATION AND FOOTINGS, GRADE 601N BEAMS AND COLUMNS, LAPPED PER ACI-31 B. 11. PLACE ONE #5 BAR AT EACH SIDE OF MASONRY OPENINGS & 410' SPACING. (U.O.N.) 12. HOOK TOP OF COLUMN BARS INTO TIE BEAM 13. METAL STRAPS, CLIPS AND HARDWARE SHALL BE GALVANIZED, OR APPROVED EQUAL. 14. STRUCTURAL WOOD CRITERIA PRIMARY WOOD FRAMING MEMBERS $HALL BE ND. 2 SOUTHERN PINE OR BETTER SURFACED DRY,. USED AT 19% MAXIMUM M.C. WITH THE FOLLOWING, STRESS RATINGS, UNLESS OTHERWISE NOTED: I. FB SINGLE MEMBER 1,200 PSI 11. FIE REPETITIVE MEMBERS 1,400 PSI III. PC PERPENDICULAR TO GRAIN 565 PSI IV. E 1,600,000 15. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. 18, EGRESS WINDOW, FROM ALL BEDROOMS PROVIDED BY EGRESS WINDOW: MAX SILL HT. = 44", MIN WIDTH = 20", MIN. HEIGHT = 24', MIN. AREA= 5.0 SF 17. LIGHT AND VENTILATION IN BEDROOMS, GREAT ROOM, DINING AND KITCHEN MIN 8%OF NET FLOOR AREA IN GLASS. IS. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. IS STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WLL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 20. SPLITTING OR CRACKING OF STRUCTUAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 21, UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS ALL PLYWOOD SHEATHING TO BE NAILED WITH 8d OR BETTER NAILS AT 4. O.C. AT THE EDGES AN 6"O.C. INFIELD. 22. INTERIOR DRYWALL TO BE SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 INCHES DIAMETER. ' 23. PRESSURE TREATED FULL LENGTH STUD AGAINST COLUMN BLOCK, WITH PRECUT STUD ADJACENT ATTACH BOTH STUDS TO POURED COLUMN WIT 1/2' x P HIM KWIK BOLTS, OR EQUAL, AT 24" O.C. AND WITHIN 6" FROM ENDS. USE 3'xTx1/4" STEEL WASHERS AT EACH BOLT 24. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS THAT ARE NOT LESS 1.3/8' IN THICKNESS OR STEEL DOORS THAT ARE SOLID OR HONEYCOMB CORE NOT LESS TI, 1-3/8' THICKNESS OR 20-MINUTE FIRE -RATED DOOR. (R309.1) 25. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL OR CEILING SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTEC OF MINIMUM NO.26 GAGE SHEET METAL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. (11309.1.1) 2& THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1Z GYPSUM BOARD APPLIED TO THE GARAGE S IDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION It A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" TYPE W' GYPSUM BOARD OR EQUIVALENT, (R309.2) 27. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURALAND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION PLYWOOD SHEATHING MUST BE APPLIED AS THE ROOF OR FLOOR TRUSSES ARE ERECTED TO PREVENT TOPPLING. REFER TO TPI & WTCAPUBLICATION "BUILDING COMPONENT SAFETY INFORMATION' FOR HANDLING AND BRACING OF TRUSSES. TEMPORARY BRACING PERMS-91. 28. CONTRACTOR TO OBTAIN THE LATEST PRODUCT APROVALS FROM THE MANUFACTURERS, VERIFY SAFE PRESSURES, THE EXPIRATION DATES, INSTALLATION SPECIFICATIONS AND SUITABLILITY OF THE PRODUCT BEFORE INSTALLATION OF ALL BUILDING COMPONENTS. 29. ALL DRAWINGS ARE CONSIDERED PRELIMINARY UNTIL THEY HAVE BEEN APPROVED BY THE LOCAL BUILDING DEPARTMENT DO NOT ORDER ANY WORK OR MATERIAL WITH PRELIMINARY DRAWINGS. 30. CONTRACTOR TO LAYOUT THE WORK, VERIFY ALL DIMENSIONS, ELEVATIONS, PITCH. WALL AND CEILING HEIGHTS PRIOR TO ORDERING ANY WORK OR MATERIAL. 31. WIND LOAD 'FBC 2020, 7ih EDITION, 0 MPH, 3-SECOND GUST, EXPOSURE C. 3X8 PT CROLUN 3/8" X 71 MIN, LAG BOLT PER 5V METAL ROOF EVERY TRUSS OVER TONGUE 4 GROOVE WEEL t STICK UNDER METAL ROOFING 3k 1 rRgss�s 1 1 I I � I � i f I I I I 1 II 3X8 PT BE M i 1 � 1 � 3X8 PT BEAM CLOSS BRACES SCALE: N.T.S. GAZEBO FLAN SCALE: 1/4" - 11011 14'-0" 2-1/2" X 4" NOTCH 8X8 mT FOR 3X8 BEAM INTO B 8 PT P T BX$ BEAM SEE DETAIL FICST TM 3X PT HAHD MADE 8.4E8 e3'O" O/C a u r a 3XS PT BEAM SV METAL ROOF OVER TONGUE 4 GROOVE PEEL 4 STICK UNDER 3/8" X T MIN. 4 METAL ROOFING LAG BOLT PO ERY TRU85 Ee4�� (1i Id' X MIN.LAG L BOLT PEEVERY BEAM AIMO P08T i11 N Wa d1 � X Q X 0 8X8 PT �,__- 2-1/2" X 4" NOTCH �..! SXS PT POET FOR 3" BEAM INTO BX& BEAM SEE DETAILS POST NNECTOR DETAIL 2 GABLE END VIEW 1/2" X 12' MIN, LAG BOLT PER 1 EVERY TRUSS 4 BEAM AND INTO POST FROM BEAM I I 3kb AT 3X8 PT BEAM 8X8 PT 1/2" X 12' MIN. BEAM LAG BOLT FROM 3X8 BEAM INTO 8X8 BEAM HORIZONTAL 8X8 P POST SCALE N.T.S. FeWd"Ancom 1035mw 2X8 TONGUE 3X8 PT CROWN 4 GROOVE FOR ROOF SHEATHING FASTENED W/16d RING SHANK '3k6 Ip7 1/T X 12' MIN. LAG BOLT PER EVERY BEAM AND MTO P09T 8X8 PT 3XB PT BEAM BEAM CLO6515RACE8 dD Q d3 G FT 141-011 e 1�11 Oe 4 0 d Oe Boll 30"w X 30"w X I'4"d POURED CONC. FOOTING W THROUGH 8X8 PTPOSTSCALE: N.T.S. c CONNECTOR DETAIL 3 CONNECTOR DETAIL 4 I I I I 1/2" X 12' MIN. I 1 3X6 PT HAND I I LAG BOLT FROM I I� MADE TRUSS -'I 1 SX8 BEAM DOWN I I INTO SXS POST I I � �' II 8X8 PT BEAM 3X8 PT BEAM "I BEAM 1 I I I L JT L J 1/2" X 12' MIN, 1/2" X 12' MIN, LAG BOLT FROM LAG BOLT PER 3X8 BEAM INTO SX8 EVERY TRUSS 4 BEAM BEAM HORIZONTAL SX8 P AND INTO POST P05T FROM BEAM SCALE: N.T.6.1 OVERHEAD VIELU 1/2" X 12' MIN, LAG BOLT PER EVERY TRUSS 4 BEAM SX8 PT AND INTO POST 3X6 PT HAND BEAM FROM BEAM MADE TRUSS t 1/2" X 12' MIN, 1/2" X 12' MIN. LAG BOLT FROM LAG BOLT FROM 3X8 BEAM INTO SXS SX8 BEAM DOWN BEAM HORIZONTAL INTO SX8 POST NOTCHED i 0 SXS PT 1 POST 3X8 PT BEAM 1 1 SCALE: N.T.S. 9 1- W w Ln z o w LU w s Z ® Q LL� LU ULW�J (qZ�'Z a: Qt00 o-w N N A In V5LU waw 0)IN Q O w m r CD In ¢UZO ZJ a � m 0I- W ® 3 Iy- Fo�g Ul rn _0 a o fit U-i (} P m � Z LL ND A 3 • Z O Z pIT, Q � IL of OU } Q) -1-' 0) n` aN 0 .N O N Cn Lu Lu d �c Q 71 0 cQ Q � � N m = LL Q lU �Lu U _� N 0. II-- w LL 0 O �} eo QL � s &A u � r FBC 2020, 1th EDITION fbc 2020, TTH edition RISK CATEGORY: II BLDG CAT: VB OCCUPANCY: R-3 EXPOSURE: C INT, PRES, COEF: V- 0.18 BUILDING: ENCLOSED U Q � O JOB" 21-0313 SHEET