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Home My WebLink AboutRevisions; Metal Roof ChangeOFFICE USE ONLY: DATE FILED: REVISION FEE: ? [r,_,_ W PERMIT#;�,k ''QQJ RECEIPT # & DEVELOPMENT SERVICES & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: tWAL &a2 ft c-cJA06c- FgeO s - „�n -ram s1w0j'0c s6:4 u � c cQ Q. -1a-��ct - a t &ror-d� CONTRACTOR INFORMATION: STATE of FL REGICERT. #: C GC J5 )3 4 $ ST. LUCIE CO CERT. 9: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: 605-i3 i5,Luf.DgEQ E %D CITY: toI=s1 PAi-K JY.acjt STATE: ZIP: 'y$4,05 PHONE (DAYTIME): SGI ,7Z2 , !>6 fo FAX: OWNER/BUILDER INFORMATION: NAME: jAHaS CHCmL(DS — ADDRESS: 3za 4,4.12}.1e 4a .s J2P CITY: f -f ;P(c-- RC E STATE: e4- ZIP:S- PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: _tjAf )< )augjuS ADDRESS: �, Akj C AaS 1'�vL �9E - CITY: STATE: ZIP: PHONE (DAYTIME): FAX: SLCCC: 9123109 Revised 06130117 STRUCTURAL CONSTRUCTION NOTES: FOUNDATION, CONCRETE, STEELAND WOOD 1. ALL CONSTRUCTION MUST CONFORM 0 FLORIDA BUILDING CODE 2020, 7th Editio Q 2. ALL VEGETATION IS TO BE REMOVED FROM SLAB / FOUNDATION AREA NO WOOD OR VEGETATION IS TO BE BURIED WITHIN 15' OF ANY BUILDING OR PROPOSED BUILDING. FILL TO BE CLEAN MATERIAL PLACED IN LIFTS NOT TO EXCEED 6" MECHANICALLY COMPACTED. ALL CELLS, CAVITIES AND 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 PROCTORAS PERASTM D-1557, TESTED IN 12" MAX LIFTS, CONTRACTOR TO PROVIDE CERTIFICATE. 4. SOIL TREATMENT TO EXTEND 1 FOOT BEYOND EXTERIOR SIDEWALLS OF STRUCTURE. a. 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, a. CEMENT: ASTM C-150, TYPE 1 b. WATER: POTABLE c. AGGREGATE: ASTM C-33 d. REINFORCING STEEL: ASTMA-615, GRADE 40 e. SLUMP: 5 INCHES MAX f. METAL ACCESSORIES: ACI-315 g. REINFORCING MESH: FIBERMESH ORASTM A-185, 6X6 W1.4/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: 1/8 INCH IN 10 FOOT MAXIMUM k. FINISHES', FLOOR SLABS - STEEL TROWEL FINISH. (i). WALKS & DRIVES - BROOM. (ii). FLOORS TO RECEIVE TILE - BROOM. I. SAW CUT CRACK CONTROL IN SLAB AT MAX SPACING 15'-0" 0/C AS SOON AS CURING PERMITS NOT TO EXCEED 24 HOURS FROM TIME OF CONC. POUR. 6. MINIMUM COVERAGE FOR REINFORCING STEEL UNLESS OTHERWISE NOTED SHALL BE: a. 3" CONCRETE DEPOSITED AGAINST GROUND. b. 1 Y" WALLS EXPOSED TO WEATHER OR IN CONTACT WITH THE GRADE. c. 3/4" WALLS NOT EXPOSED TO THE WEATHER, d. 1 W COLUMNS, e. 1 W 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. 8. ALL CONCRETE SLABS SHALL ATTAIN A MIN. STRENGTH OF 2500 PSI. IN 28 DAYS, FOOTINGS SHALL ATTAIN A MIN. STRENGTH OF 3,000 PSI 9. 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 60 IN BEAMS AND COLUMNS, LAPPED PER ACI-318. 11. PLACE ONE #5 BAR AT EACH SIDE OF MASONRY OPENINGS & 4'0" 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 SHALL BE ND. 2 SOUTHERN PINE OR BETTER, SURFACED DRY, USED AT 19"/ MAXIMUM M.C. WITH THE FOLLOWING STRESS RATINGS, UNLESS OTHERWISE NOTED: I. FIB SINGLE MEMBER 1,200 PSI II. FE REPETITIVE MEMBERS 1,400 PSI III, FC PERPENDICULAR TO GRAIN 565 PSI IV. E 1,600,000 15. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. 16, 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. LIGHTAND VENTILATION IN BEDROOMS, GREAT ROOM, DININGAND KITCHEN MIN 8% OF NET FLOORAREA IN GLASS. 18. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS, 19. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL 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 AND 6" O.C. IN FIELD. 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 WITH 112" x 7" HILTI KWIK BOLTS, OR EQUAL, AT 24" O.C. AND WITHIN 6" FROM ENDS. USE 3"x3"x1/4" STEEL WASHERS AT EACH BOLT. 24. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS THATARE NOT LESS 1-3/8" IN THICKNESS OR STEEL DOORS THAT ARE SOLID OR HONEYCOMB CORE NOT LESS THAN 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 CONS ERUCTED OF A MINIMUM NO, 26 GAGE SHEET METAL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. (R309.1.1) 26. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. 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 IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" TYPE "X" GYPSUM BOARD OR EQUIVALENT. (FT309.2) 27. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION PLYWOOD SHEATHING MUST BE APPLIED AS THE ROOF OR FLOOR TRUSSES ARE ERECTED TO PREVENT TOPPLING. REFER TO TPI & WTCA PUBLICATION "BUILDING COMPONENT SAFETY INFORMATION' FOR HANDLING AND BRACING OF TRUSSES. TEMPORARY BRACING PER HIB-91. 28. CONTRACTOR TO OBTAIN THE LATEST PRODUCT APROVALS FROM THE MANUFACTURERS, VERIFY SAFE PRESSURES, THE EXPIRATION DATES, INSTALLATION SPECIFICATIONS AND SUITABLILITY IOF 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 ORDEFN 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, 7th EDITION, 70 MPH, 3-SECOND GUST, EXPOSURE C. FAI CONNECTOR DETAIL 1 3X8 PT CROWN 3/8" X �' MIN, I-1/2" STANDING LACE BOLT PER SEAM METAL ROOF EVERY TRUSS OVER PEEL 4 STlr-< UNDERLAYT" LENT . \ 3k6 USS4FS 1 I 1 I J I / I I � r j r I j I I 3X8 PT BEAM � ' J 1 � I I � I � 3X8 PT BEAM CLOSS BRACES SCALE: N.1.S♦ GAZE50 PLAN SCALE, 1/411 _ 1101I IL";rr�J 2-1/2" X 4" NOTCH 8X8 T FOR 3X8 BEAM INTO 8 8 PT PO r r1 SX8 BEAM SEE DETAILS OST 3X8 PT BEAM 3X8 PT HAND MADE TRUSSES w 3'0" O/C Z U X m 3X8 PT SEAM 8X8 PT 2-1/2" X 4" NOTCH OX8 PT POST, FOR 3X8 BEAM INTO Sx8 SEAM SEE DETAILS POST Q w E- Q- X 0 CONNECTOR DETAIL 2 GABLE END VIEW 1 l I I 3 NON I SUSS 3X8 PT o BEAM 1/2" X 12' MIN, LAG BOLT FROM 3X8 BEAM INTO 8X8 BEAM HORIZONTAL 8X8 P1 POST 1/2" X 12' MIN. LAG BOLT PER EVERT TRUSS 4 BEAM AND INTO POST FROM BEAM 8X8 PT BEAM SCALE: N.T.S. 2X8 TONGUE 3X8 P7 CROUJ 4 GROOVE FOR 1-I/2" STANDING SEAM 3/6" X T MIN, ROOF SHEATHING METAL ROOF LAG BOLT PER FASTENED W/ 16d EVER rRuss RING SHANK L/12 3xb 2'IN 1/2" X IM. cJ�.5 P7- S� (/�S LAG 112" X 12'MIN, BOLT LAG BOLT FER EVERY BEAM AND 3�C6 P� SS EVERY BEAM AND INTO P06T INTO P06T e 3X8 PT BEAM SX8 PT 3X8 PT BEAM BEAM V CLOSS BRACES N �j 0 Q-. f- H - X Ifs ELEVATION - CONNECTOR DETAIL 3 I I I I 1/2" X 12' MIN. I 3X6 PT HAND I I LAG BOLT FROM I IE MADE TRUSS �I I 8X8 BEAM DOWN INTO 8X8 POST I I I I I I 8X8 PT I I I BEAM t-1 3X8 PTI BEAM I 1 I L J L J 1/2" X 12' MIN, LAG BOLT FROM 3X8 BEAM INTO 8X8 BEAM HORIZONTAL POST 1/2" X 12' MIN. LAG BOLT PER EVERY TRUSS d BEAM AND INTO POST FROM BEAM SIDE VIEW SCALE: I V.T.8. FOOTER DETAIL 4) 13 Q_ Q_ X P 4, P o 181' ae Q p 4 �n P D P D P 30"w X 30"w X I'4"d POURED CONC. FOOTING W/ (1) "5 REBAR EACH WAY THROUGH 8X8 PT POST SCALE: N.T.S. CONNECTOR DETAIL 4 OVERHEAD VIEW 1/2" X 12' MIN. LAG BOLT PER EVERY TRUSS 4 BEAM AND INTO POST 3X6 PT HAND FROM BEAM MADE TRUSS 1/2" X 12' MIN, LAG BOLT FROM 3X8 BEAM INTO 8X8 BEAM HORIZONTAL NOTCHED — 3X8 PT BEAM SXS PT BEAM �O 411 1/2" X 12' MIN, LAG BOLT FROM 8X8 BEAM DOWN INTO 8X8 P05T O SX8 PT ` POST SCALE: N.T.S, FBC 2020, 'Ith EDITION fbc 2020, 1TH edition R15K CATEGORY: II BLDG CAT: VB OCCUPANCY: R-3 EXPOSURE: C INT, PRES, COEF: +/- 0.18 BUILDING: ENCLOSED It i f- U w Ex M W LO Q U- d � M X „y M U LWU Uj U) Z J m Q J • Q U- W 00 rj) �({�, C CO OpZ LU ¢= N W m X H_ HH < - � W r U) p co 0- V7 Od0~ !� F- w w Z�mWLO >�1 m Ow0m U>O Ll H L N LLJ Z +r3 Lu go$ �G \ R� O ui N 0 O i� JOB* 21-03S SHEET