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Home My WebLink AboutREVISION PLANS 4.13.21Additional 45 bars Lintel Bar Clear "A" "B" Length Length Span Bars Bars VCLEAR NCOVER 1 .: i Precast Lintel 2'-10" 2'-8" 116" 2,U3 none 3'-6" 3'-4" 2'-2" 2,u3 none 8F8-OB/IT Additional 4'-0" 3'-10" 2'-8" 2,U3 none #5 bars CLEAR «`•'• 4'-6" 4'-4" 3'-2" 2,U3 none COVER One Row of Beam ' 5'-4" 5'-2" 4'-0" 2,U3 none Block Above 5'-10" 5'-8" 4'-6" 2,u4 none ' Precast Lintel - ::::::IV .•.. none i i Additional i i �'-6" 1'-0" 6'-2" 2,U5 none CLEAR #5 bars M------ COVER SFI6-IB/IT SF16-IB/2T none NOTES: ALL reinforcing steel is grade 60. I. MIN. COVERAGE OF STEEL = 1.5" 2. MIN. BEARING REQUIRED e EA. END = 4" 3. STANDARD FOR REINF. STEEL = ASTM AdG GRADE dO TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Window Pre- Rows of Max. Max. Max. Mark or 0 oor Unit Lintel Cast -Crete Stressed BM Block Bottom Top Gravity Load Uplift Load Lateral Load Width Size Specification ,above a �� Steel S17-e Steel Size IPLF> (PLF> (PLF) L20 2'-0" 2'-10" 8F8-OB/IT NO — 1 #5 3069 1569 1642 L31 2'-6" V-9" 8F8-OB/IT NO 5 2561 1363 -163 —q1t L45 4'-5" V-1" 8F8-OB/IT NO —5 1349 1016 411 L50 5'-O" 5'-8" 8F8-OB/IT NO —5 IIOS 909 339 L40 6'-8" 6'-8" 8F8-OB/IT NO — I 1 #5 1011 -12-1 534 LIO -1 8F8-OB/IT NO — I #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 — 1 #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 Garage Door Jamb Detall 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 b" 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 by mfg Drywall return Interior See typical wall sections for interior drywall 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 R103.8 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 Bill - v material with own to order SEAM SCHEDULE Mark Size and Description am block filled with concrete and (1) #5 bar 61 Two rows of be continuous in each row. Provide precast lintel filled with concrete and (1) 1*5 bar per lintel schedule continuous over openings. Typ. Masonry l=ill&d Cell Detdll 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 Exterior See window schedule and floor plan for size and locations install window per product approval by mfg Drywall return Interior See typcal wall sections for interior drywall finish notes verify filled cell count per floor plans at window jambs Window Jamb Detail NTS - see plans for nd steel req. wndam to block wall with x 3" tap -cars with on. enetretian at 12" o.c. max c. mex from each corner thw PT awck return endow schedule and plan for size and locations finish over sill for drainage :oncrete sill tin cap Section Window Head it Sill NTS Dowel (1) #5 bar w/ 25" min lap and 6" embed ete Footing nts rued Cells (Typical) 1/2"x 4 1/: isonry Inspei Clean Out O° bend fro 8 bar dia. I id footing EXlstln Filled Cell Masonry Column With One 45 From Footing To Beam. Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column Residence to New A d6tion Connection Details Sanibel Flat Roof Tile Installed per product approval FL# 30191.1 and evaluation report using (2) IOd ring shank nails over ppolyglass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan. Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails 24" o.c.)supporting Max. \ 6 FSLOFE 18101bs. uplift Galt' -Alum Metal drip on I" x 4" Drip on _ I" x 8" Fascia on 2" x 6" Sub -Fascia 24" 6/8" 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) Q 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 fyfoll 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 CxC 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade - -�II� III- -ii�l I IIII i11� "' II III_ F-16 NTS TYPIC,4L SECTION SCALE 1/2" = 1'-0" Corner Steel La SCALE 1/2" = 1'-0" nts �11 LH Q n� Lz Qi �O �U (Y Q3 U O=5 L (04-) TO) N m < ">aom 93 ,r L) aD +� (n (a O NN +, OD OD U U E �a)oD� U Q� p N N ## I NUrr as !L k3 r r Zvi` v Q - LL ELL I W }' L � Sheet I OF �. Comm # 20-21,4 a��Q�� oso ao 0 0 o ® DEL R. BR p � O ° .0 1` o AGE 9770 o§1z oo oo 4/n