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Home My WebLink AboutREVISION, Electronic Plans PDFs 4-13-21Additional 45 bars Lintel Bar Clear "A" " Length Length Span Bars Bars CLEAR COVER 2'-10" 2'-8" '- 16" 2,U3 none .' Precast Lintel i '• �.i 2'-2" 2,1t3 none 8F8-OB/IT Additional 4'-0" 3'-10" 2'-8" 2,U3 none CLEAR ''.:!` 4'-6" 4'-4" 3'-2" 2,U3 none COVER One Row of Beam 5'-4" 5'-2" 4'-O" 2,U3 none Block Above 2,U4 none Precast Lintel none - i Additional �'-6" _1'-0" 6'-2" 2,U5 none CLEAR a------ #5 bars '' ----y COVER 8FI6-IB/IT 8FI6-IB/2T 8'-4" 7'-10" 7'-0" 2,U5 none NOTES: ALL reinforcing steel is grade 60. L MIN. COVERAGE OF STEEL = 1.5" 2. MIN. BEARING REQUIRED 8 EA. END = 4" 3. STANDARD FOR REINF. STEEL = ASTM A615 GRADE 6O TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Window Pre- Rows of Max. Max. Max. Mark or Door Unit Lintel Cast -Crete Stressed BM Block Above Bottom Top Gravitg Load Uplift Load Lateral Load Width Size Specification Steel Size Steel Size (PLF) (PLF) (PLF) L20 2'-0" 2'-10" 8F8-OB/IT NO — 1 #5 3069 1569 IL42 2'-2" L31 2'-6" V-9" 8F8-OB/IT NO — 1 45 25LI 1363 %3 L45 4'-5" 5'-1" 8F8-OB/IT NO — I #5 1349 1016 411 L50 5'-O" 5'-8" 8F8-OB/IT NO — 1 #5 1105 909 339 L60 6'-8" 6'-8" 8F8-OB/IT NO — I #5 1011 121 534 L10 T-O" 1'-0" 8F8-OB/IT NO — 1 #5 1011 -12-1 534 L80 8'-0" 8'-8" 8F8-OB/IT NO — 1 #5 699 591 512 L90 9'-0" 9'-8" 8F8-OB/IT NO — I #5 535 530 401 - 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 13'-11" LONG ARE TO BE PRESTRESSED. - CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING ANY/ALL LINTELS 2" x 6" PT wood secured with overhead door track secured to wood 1/2"dia. x 6" expansion anchors jamb per manufacturer's product approval with 2" sq. washer at 18" o.c. ALL GARAGE DOORS AS SPECIFIED IN PRODUCT APPROVAL ON THESE PLANS. DOORS TO MEET WIND PRESSURE STATED IN PERMIT INFO BOX ON THESE PLANS Gdracle Door Jamb Detail NTS Verify all stucco banding and trim per elevations Stucco return Attach door to block wall with 1/4" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max and 6" o.c. max from each corner thru I" x 8" PT Buck Exterior See door schedule and floor plan for size and locations install door per product approval bg mfg Drywall return Interior See tgpical wall sections for interior drgwall finish notes verify filled cell count per floor plans at window jambs Exterior Door Jamb Detail NTS Seal ALL concrete block jambs prior to buck per FBC R1O3.8 using any approved sealant VERIFY ALL SILL MATERIAL WITH OWNER PRIOR TO ORDERING VERIFY ALL ROUGH OPENING SIZES WITH THEIR RESPECTIVE MANUFACTURER PRIOR TO INSTALLING MASONRY Drywall Sill - v material with own to order Er SEAM SCHEDULE Mark Size and Description 61 Two rows of beam block filled with concrete and (1) #5 bar continuous in each row. Provide precast lintel filled with concrete and (1) #5 bar per lintel schedule continuous over openings. X a 0 Typ. 1Iasonrq Filled Cell Detail NTS Dowel (1) #5 bar w/ 25" min lap and 6" embed ete Footing Missed T« DOuir R&baIr nts Verify all stucco banding and trim per elevations Stucco return Attach window to block wall with 1/4" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c, max and 6" o.c. max from each corner thru I" x 4" PT Buck See window schedule and floor plan for size and locations install window per product approval bg mfg Drywall return Interior See typical wall sections for interior drywall finish notes verify filled cell count per floor plans at window iambs Window Jamb Detail NTS Lintel — see plans for size and steel req. Attach mndom to block mall oath 1/4• dia. x 3" tap -corn with min. I I/4' penetration at ac oco max and L' o.c. max Prom each corner thru I" x 4' PT Buck stucco return See window schedule and floor plan for size and locations Stucco finish over sill slope for drainage Pour concrete sill over tin cap Section Window Head lt Sill NTS iced Cells (Typical) 1/2"x 4 1/ isonrg Inspe, Clean Out O° bend fir, 8 bar dia. I id footing Existin Filled Cell Masonry Column With One U5 From Footing To Beam. Conc. Fill To Be 3000 PSI See Floor Plan For Location S1ngI Filled Cell Column NTS Filled Cell Masonry Column With One U5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column R esid&nc& to New A d6tion Connection Details Sanibel Flat Roof Tile installed per product Tapproval FLU 3019-1.1 and evaluation report using IOd ring shank nails over ppolyglass self adhered roofing underlagment over 1`1/32" CI_ plywood attached to trusses per sheeting attachment diagram on roof plan. Simpson HETA 20 or equal hurries e c or at each truss 12 with (12) �� x I I/2" nails 24" supporting Max. \ 6 SLOP 18101bs. uplift Galt' -Alum Metal drip on I" x 4" Drip on _ I" x 8" Fascia on 2" x 6" Sub -Fascia 24" 5/8" thick stucco on 3/8" hi -rib lath / attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction 45 bar vert. w/ 30" overlap — at each filled cell I" Block recess for waterproofing at slab (Optional) Grade NTS TYPIC,4L SECTION I� Cl Typical Baseboard R-30 Batts Insulation PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings by manufacturer ) 5/8" drywall w/ smooth finish 1/2" drywall over I" x furring strips at 16" o.c. with R-4.2 fyfoil insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) 45 bar vert. (typical). Max. spacing shall not exceed 32" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Cx6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill SCALE 1/2" = 1'-0" SCALE 1/2" = I'-O" Corner Steel Lap nts Digitally signed by Daniel R. Braden Date: 2021.04.13 15:42:22-04'00' LU Q QL -- c<1 g9j� �O >OCm Q>' <I- Ln a0 � 0 "N U U +, 00 00 E O"< � 1 1 0�� 03 CV CV it 1 Urr N k3 -0a Q3�`�� } U r X ra J L_ •q (U ~ E U- I U] }' L (n Sheet I OF 1. Comm # 20-21,4 ........o V!jK CN 01% R. � �4, 0 ° o°�°�°DEC QIs�D°la�_„nV/