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HomeMy WebLinkAboutRevision; Beam & LintelOFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE ADDRESS: 2151nettles blvd iensen beach PERMIT# ' 1"(e,' L94/y RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & 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: revised beam and lintel CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: mel ry construction QUALIFIERS NAME: mack mato ADDRESS: 10967 s ocean dr '.. CITY: Jensen beach STATE: fl PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: CITY: ST) PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STE PHONE (DAYTIME): ACCC. 9123109 Revised 06130117 ST. LUCIE CO CERT. #: ZIP: FAX; 34957 ZIP: FAX: ZIP: FAX: cn cCOPY REVISION 2 fill cells 8xl6 2US Vert — -22 BI LGI LGI L22 2 fill cells 8xl6 2#S, Vert --- concrete col block w/ �24S bars Vert LGI -2 STRAF'F'ING SCHEDULE RE —ENGINEERED 16" DEEP 1= OOR HETA 20 TRUSSES AT 24" O.C. TY ICAL (shop drawings by manufa turer) HETA 20 Typical flooring over I5/32" CDX plywood crewed to trusses or Josts thru 23/32" CDX "woo for. P� ON HETA 20 hurricane Install 15/32" plywood with #8 x 2.5" wood screws c t each truss supportln max. spacing over I5 Ib felt. Install 23/32" Cg screwed and glued to trusses or Joists with #8 x 2 10 lbs. uplift. Strap shall th(�reo. > IOd x 1 1/2" nails. LGI L22 I L22 LGI M 'a*_ B I LGI LL 2 fill cells 8xl6 29S Vert F Beam — see schedule f size and plans for locat See sections for hei hts above slab TRUSS BRACING NOTES Contractor to brace all to and bottom chords in floor and roof trusses in the following manner: - install first raw of truss bracing 36' from exterior walls and spaces 12' o.c. thereafter top and bottoin chords - install bracing on any top or bottom chord which is longer than 12" in clear span. All truss bracing to be 2` x 4" wood and ale" be attached to top of bottom chord and an bottom of tap chord of trusxs uses spaced per truss wfactures plans meal splice .tack bracing to trues chard rig (2) IOd nmis in all atio s x 4' rood bracing Typical Flooring on See wall Section Floor Joists for Details ( see framing plan ) --� _—„_ _f ............... / 5/8" drywall 1/2" COX plywood nailed to Joists with bd nails at V o.c. edges t 12" o.c. intermediate DRAFTSTOFFING DETAIL scale 3/4" Provide Simpson H2.5 strap ach floor Joist to ledger connection king - see typical sections SEEP PRE—ENGINEERED FLOOR SSES AT 24" O.C. TYPICAL ) drawings by manufacturer) As hersa CLEq Precast Lintel •____s Lintel Length I Bar Length Clear Span "A" Bars "B" Bars 2'-o" 2'-8" '-6" 2,#3 _ none 3'-L" 3'-4" 2'-2" 2 #3 none 8F8-OB/IT 4'-O" 3'-101" 2'-8" 2 #3 none = Additional \cOLEAR 3'-2" 2 #3 none 45 bars OVER One Roes Baam `.Z,::; 5'-4'" 5'-2" 4'-0" 2#3 none of BlockAbove none Pretest Lintel �`�5'-10"5'-8"4'-6"2#4 VT C-4 P-4" 2#4 none �; (L'-L Additional 4�'�'' icoven 1'-6" T-O" 6'-2" 2#5 none a5 baro----� NOTESBFI4-113AT BFIL-IB/2T : 8'-4" 1'-10" T-O" 2.45 none ALL reinforcing steel is grade 60. I. MIN. COVERAGE OP STEEL = 1.5' 2. MIN. BEARING REQUIRED a EA. END = 9" 3. STANDARD FOR REINF. STEEL = ASTM A615 GRADE 60 TYPICAL LINTEL SECTION ( PRECAST CONCRETE > LINTEL SCHEDULE Window Pro_ o e me. Max. Max. it oor Stressed BAboovBlock Loaadd'ts Loalid Lateral Mark U Lintel Cast -Crete Bottom Soe Top Size Width Size Specification Steel steel (PLF) (PLF) (PLF) L22 2'-0' 2'-10' 8F8-OB/IT NO — 1 #5 3049 1569 1642 2'-2' L31 2'-L' V-9' BPS-OB/IT NO — 1 #5 2561 130 1L3 2,-8. 3'-1" L45 4'-5' 5'-1` 8P8-OB/IT NO — 1 #5 1349 1014 411 L50 5'-0' 5'-B' BFS-OBAT NO — 1 a5 1105 909 339 LLO L'-8. L'-8" 8F8-OB/IT NO — 1 #5 1011 121 534 LTO 1'-O" 1'-O" BF8-OB/IT NO — 1 #5 1011 121 534 LBO 8'-0. 8'-8` 8F8-01SAT NO — I #5 499 591 512 L90 T-O' T-8" BF8-08/IT NO — 1 #5 535 530 401 LI00 10'-0' 10'-8" 8F8-OB/IT NO — 1 #5 582 414 452 LIIO 10'-0' ll'-8' BFIL-IB/IT NO ONE 1 #5 1 #5 1254 410 402 L120 12'-0' 12'-8' BFIL-IB/IT NO ONE 1 #5 1 a5 1015 LOL 324 L140 14'-0' 14'-8' BFIL-IBAT YES ONE 1 #5 1 #5 1310 519 284 LILO IL'-O' IL'-e" BFIL-IB/2T YES ONE I a5 2 a5 950 Soo 194 L180 IL'_O. BFIL-IB/2T YES ONE 1 45 2 #5 15o 424 148 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER IV-11" LONG ARE TO BE PRE -STRESSED. - CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING ANY/ALL LINTELS typical sections for insulation -- LGI Truss to Block Wall Attachment Detail nts SECOND FLOOR FRS SUING/LOWER ROOF: FLAN TYPICAL NOTES: Scale: 1/4" = 1'-0" — ALL Plywood sub —flooring to be saturated w/ Thompson's water seal immediately after installation for leak protection. - Overhangs at 2'-0" unless otherwise noted on this sheet - Roof pitch at b:12 unless otherwise noted - Truss shop drawings to be provided by manufacturer - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Frior to construction for layout and uplift verification - Provide fire stop blocking at all floor trusses dividing the floor area into SOO sq. ft. (Max.) spaces ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2" long) 2. Minimum Screw Slfe = 48 x 2" 3. Minimum Sheathing Thickness 19/32' COX Plywood 4. Use nails or screws bas d on pressure for roof stated in permit info bo% on these plans for zone 3 2 4 FT 2 4t n QA 0. h 2/ FA 4 FT 2 4FT 2 -4 FT 2 — p n.� F- LL 1. 2 o 4 FT 2 2 4FTKA ** Use nails or screws based on pres ure for roof stated in permit info box on these plans for zone 3 Keg Area Ede Field Fastener Press' e Zone I Sd ring shank 45 psf Zone 2 6" 8d ring shank l6 psf Zone 3 4" Sd ring shank 84 psf ** Zone 3a #8 wood screw II2.5 psf Lam" REVIEWED FOR CODE COMPLIANCE 9'P r+gtIR tP BE/4� SCHEDULE Mark Size and Description BI Two rows of beam block filled with concrete and (1) tt5 bar continuous in each row. Provide precast lintel filled with concrete and (1) 45 bar per lintel schedule continuous over o ernn s. B2 8" x 14" concrete tie beam with (4) tt5 bars cont. over clear sans, provide 43 ties at 8" o.c. max. spacing FL�4N Southeastern Metals 21 ga 5v Crimp Metal Roofing Installed per product approval FLtt II175.1 over Polyglass self adhered roofing u rlayment over 19/32" COX plywood attached to truss sheeting attachment diagram on roof plan � Digitally signed �o by Daniel Braden eL R. BRAD Date: 2020.08.03 � 14:13:15-04'00' FILE COP"Y W z TYPICAL R001= NOTES: Scale 1/4" = I`-O" - Overhangs shall be I'-,4" unless otherwise noted on this sheet - Roof pitch shall be S:12 unless otherwise noted on this sheet - Truss shop drawings to be provided by manufacturer - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction - Contractor to provide the Architect with truss shop drawings including ALL truss cut sheets showing ALL truss reactions prior to START OF FOUNDATION WORK for strap and footin size verification. -- TRUSS DEFLECTION SHALL NOT EXCEE� O.s" ON ANY TRUSS AR 9770 ON Ik > op c<l a c'�vc�v uU g00 o�a000 oQ u � I pNN�# 6 � rU-V' Ell- � 'd W +' z � -v Q fo LL O LH Sheet U1 OF 8. Q Comm # W 20-3(0 IV Copyright ©,0