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HomeMy WebLinkAboutPLANS - 10 KASSABAFLOOR PL,4N AREA CALCULATIONS TYPICAL NOTES: SCALE l/4" = 1'-0" CRASH POST DETAIL g ,4/C = 1,414 I. Contractor to verifg ALL notes and dimensions prior to W.H. = water Heater . 36" high by 4" diameter Front Porch = 153 sq, ft. proceeding with Work. post. 3/8" Rear steel Flange rRear Porch = l�� sq. ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. with expansion bolts into Garage = 321 ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) sq. a minimum 1,400 P.S.I. fiber stress. Total Under Roof= 2,12.4 sq. ft. -4. No dissimilar metals to touch. 6 Total Cubic Ft = 11,192 S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2,," 2,2-" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix -0 2" VTR �. Drywall at ceilings shall be leveled and attached to bottom chord °3/8'" 2%2" �� of trusses with screws per FBC R-102.3.5. 2�2„ , '' I 1211 1. ALL wood in contact with concrete Shall be pressure treated. 0 O , �' „ 12 ST I MBAATHER 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. `i. ALL plumbing fixtures to be low flow. 1 LAV-I 211 10. Contractor to Provide Drain at water heater in accordance 1 211 with the current edition of the Florida Plumbing Code. wM-' 2" 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2" LAUNDRY 3° I 2" i handicap accessibilitg requirements. 2 j2-" 2 j2" 211 1 2" AAV JILT VTR 12. Lowest finished floor to be set bg Governing Building Department %2 �2' 3„ST-1 3" S-1Lr 1 survegor to set in field. 6„ 2„ KTICHEN 2" 1 13. Separation between residence and garage shall be per FBC R302.�11 LAV-I Lr 14, Door between garage and residence shall be 1-3/4"t 20 min. rated door 3 211 15. wall and Ceiling shall have a flame -spread classification of not greater than 200 pper FBC R302.`i.l 2 I�. Wall and ceiling finishes shall have a smoke -developed index of not greater than -4 per FBC R302.9.2 3" we -I BATH #2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant 3" 211 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 3„ BT-I materials exposed on the underside of the roof deck or on the attic walls shall comply P L U M B i N G RISER C.O. FB R I - f b f d d 3` with C. 3 see permit in o ox o co e e ition 18. G psum board material shall conform to ASTM C3�, C19, C415, C514, C�30, C931 C`%O, C1002, C10-41,C1111, C1118, C1218, C1395, or C139and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizingoptions for p Installation of drywall Into Spacing Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1,, 12 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long �211 annular -ringed or 5d cooler nail OR Walls Either 16" 81, 16" 0.080" dia. x 1 5/8" long with Direction 15/64 head OR Gypsum board nail 0.08C dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" �" IZ" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail 811 OR Walls Either 16" g IC 0.092" dia. xx 1 1/8" long with Direction 1/4 head OR Gypsum board nail 0.0915" dia. x I 1/8" with 19/64" head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.�, A108.1, A118.1, A118.3, A13�.1 and A131.1 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C1118 and installeJ I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompan ing smoke developed index not to exceed 450 when tested in accordance with ASTM E 84 Insulation shall comply with F.B.C. R31�. UJ Ind Ow Schedule7 Mark Size Rough Op en. Window Description PRESSURE ZONE 63%4" Single Hung ZONE 4 2. 6'-2%"x 5'-3 %e" is" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21 %2" x 38 %8" Single Hung ZONE 4 4. 4'-5 %8" x 4'-2 %8" 54 %8" x 54 %e" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manuf acturer s specs prior to construction D oor S ch�dul� Mark Size Rough Opening Door Description PRESSURE ZONE A 91-011 X 7'-01, 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" �I %4'"x 83%4"' Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" bott 14" x 81 %2" oforecess1 Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door 20 min. rated at garage H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold L X 6'-8" BI-FOLD ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction install doors thru buck into block using tapcons as stated in product approval form on sheet I. Exterior face Buck to be 2 x 6" PT of wall / \ Y aries See product approval for hinge screw into wall req. Detall at Door NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block using tapcons as stated Exterior face in product approval form on sheet I. of wall Varies I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment Detail at Windows NTS Metal roofing and underlagment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. 12 4 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL Truss mfg to provide level (shop drawings by manufacturer) return to be I" short of wall-\ Aluminum Drip Edge t Fascia ' \R-30 blown fiberglass 2" x 4" Sub-Fascia:::19 V-1/2" in bottom chord of trusses 12" drywall with smooth finish Kaycan full o vent vinyl soffit installed per product approval form on sheet I. Two rows of beam block filled with concrete and (1) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 I" x 4" nailer attached to bar cont. for bottom row over openings level return with (2) 8d ring shank nails with min. 1.5" 1/2" dr wall over I" x furring Pi penetration into soffit framing strips a IC o.c. with R4.1 -toll insulation on typical 8" Block walls 5/8" thick light textured All dr wall to be installed per FBC R-102.3.1 y stucco on typical concrete and shall meet all pertaining ASTM codes. "M" block construction co Mortar to be Type only proportioned � �pper FBC R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 45 bar vert. w/ 30" overlap Fill cell with grout and at each filled cell (I) 45 bar vert. (typical). Max s acin shall not exceed 12'-8" MASTER BEDROOM '0U°i ao a -a v v a 8'-O" A.F.F. u-N Flat Ceiling 0 N To Septic H B m Vanity to be 34 %2 " hig J rr r J LINEN Q O CABINE W W ATH ° W o � O — o i m VentDryer through wall d HO �r I N 2" filler —,I N 4,_0 48" unless otherwise noted Masonry Beam Wood see foundation plan notes for ase spacing at openings I" x `" P.T. Buck nailed to 4" concrete slab with fibermesh OR block with case hardened nails prior to door attachment head 6"x6" 410/10 WWM on 6 mil Visqueen over and jambs clean compacted termite treated fill Install SGD Frame thru buck into block using tapcons as stated Grade in product approval form on sheet I. L171 f _LI1 I�1 - 11 — 14"w x 18 Concrete footing Verify sill attachment 1II 1111 with (2) 45 bars cont. and 46 with product approval 14 transverse bars at 48 o.c. sheet I. T`rFIC/4L SECTION Scale : 1/2" = 1'-0" m I N �VCON- Bottom Track _ .. 36'-O" 10'-0" Opt. PATIO/SLAB 12'. 10'-0" \ 12" x 12" Concrete column block filled with concrete and (2) 41 bars vert. tied Into lintels above Covered Porch Provide screen infill below to 9'-8" A.F.F_ Vaulted lelling GREAT ROO>�f 0 Rod t ' Shelf s N OD o 2" x 6" knee -wall 8'-O' to 9'-8" A.F.F. I (Y below counter top faulted Ceiling c L o E T I DINING Rod & Shelf 8" /hs R _- I vanity to be O° ° �, I 34 %2 "high KiTCHE>�l High Wall 1 /13, - 0 B/4 38 - O L - _ 1-1/2" - � 8'-0" A.F.F. Uverfiang - - Flat Ceiling 4,_I„ Upper cabinets to p extend over Ref. �l / O -11 Batts nsul Lion W H N I N 4"(P Steel Ballard ,,, See detail on this s eet I W r — ,# > Provide auto I 22" x 541, O closer I Attic Access with light L - - - -- '° 22" --� Meter 150 Amp 4'" 6' o" 03 Panel EN Ily l`ERGEN A A C;E E EGRESSY R O 8'-4" A.F.F. 00 MT [ -0 Flat Ceiling O r� N = Block wall in garage to be struck block O I I i I I I I I I ® I TOI I C 0mi 1199 101C 31_51, 91_01, 31_51, 15'-10" tiding door I" x 0 P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall 4_1 Install SGD Frame thru buck into block using tapcons as stated in product approval form on sheet I. Jamb Sliding Door Detail At Masonry Wall NTS �i ° 1 I \\ // r 10'-2" O BATH 42 Rod & Shelf - O' O W 8'-0" A.F.F. Flat Ceiling SECOND m� BEDROOM -N 24" �0❑0- ■■I❑o. I I❑o l�� COVERED 12" x 12" concrete column block filled 0 R C with con rete and (2) 41 bars vert. tied into lintels above \ T2" 12'-6" 2,_8„ 21_81, 36' -O" o ° 5'-2" 12" ~` M No U �Q Q � U OL O IL U �>- �J Z Z �-IL � � U LLI fo U w 1-3 � N [L 0w m 1U � � p z w GoM 0 � NN 1' U of 0I (- r r L < Z NN # 00 O -, U LLI c� X L U— �fuv lL to lL '-' i �-+ 73 mL J-1--1 SHEET NO: 2. OF S. JOB NUMBER: 22-23 � Address: 10 KASSABA °o R. BRA Digitally signed by o o. o o ® ® ° Daniel R. � Daniel R. Braden o.� °0 ° AR � Date: 2022.01.27 �n Braden 11:47:25-05'00''�o°p Rom FCUNGATICN PLAN 36'-0" 14'-0" 10' _0" 12° 10'-O" 12,. SCALE: 1/4„ = I,-O„ STRUCTURAL NOTES: 1. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE ll. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONSTRUCTION 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 12. CONTRACTOR TO PROVIDE SOLID FILLED CELL AND 45 BAR VERT. AT OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF 48" O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS CONSTRUCTION UP TO 5'-11" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS 6'-O" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 13- DESIGN LOADS ARE AS FOLLOWS: PROPER ENGINEERING DATA FOR DESIGN. SEE PERMIT INFO BOX ON SHEET I. 4.. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 1-4. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSIA-35 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 5. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO 15. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SLAB ON GRADE TO BE A MINIMUM 4" THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL IL MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: 3" MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2" LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 11. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND Iq. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: PROCTOR VALUE. 2" x 4" = Fb I,500 PSI 2" x 10" = Fb 1,000 PSI 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 91S PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE ATTENTION OF THE ARCHITECT. PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. q. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 21. CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... 45 bar vert. w/ 30" overlap Fill cell with concrete and at each filled c (1) 45 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Thicken edge to 8"x8" Base spacing at openings with concrete and 4" concrete slab with fibermesh OR 4" concrete slab with fibermesh OR one 45 bar continuous 6 x0/110 WWM on 10mil Visqueenover 0e 6 x6 #10/10 WWM on 6 mil Visqueen over clean pacted treated clean compacted termite treated fill GRADE Grade _ - m IIII IIII 14"w x 18"d Concrete footing with (2) 1*5 bars cont. and 1*5 transverse bars at 48" o.c. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per foundation plan 0. T. 3'-'4. I I I /.3 '(2) 45 bars cont. bottom steel 10" I 12' DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) t#1 bars vert. tied into lintels above Top of footer 16" below finished floor SCALE 1/2" = 1'-0" 30"x30"xl6" concrete column footing with (4 ) 45 bars each way SCALE 1/2" = I'-O" k_ 8 I PORCH SLAB EDGE DETAIL 45 bar cont. in curb Curb height Verify based on foundation plan Grade I = I— SCALE 1/2" = I'-O" #5 bar vert. w/ 30" overlap at each filled cell Fill cell with grout and (1) 45 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill 1111— 14"w x 18"d Concrete footing with (2) 1*5 bars cont. and 1*5 transverse bars at 48" o.c. GARAGE CURB DETAIL 1�2,Min , SCALE 1/2" = 1'-0" Edge Dist 2" x 6" PT wood secured with 1/2"dia. x 6" expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Deta11 GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One FOOTING SCHEDULE Mark Size Description FI 14°W x 18"D MONOLITHIC FOOTING WITH 2 1*5 BARS CONTINUOUS F 12"W X 12 D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 30" x 30" x 16"D COLUMN FOOTING WITH (4) 1*5 BARS EACH WAY F4 8"W x 8"p THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS FS 14"W x 18"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB 9 0'-0" With Curb at Garage 30" min. Corner Steel La nts #5 From Footing To Beam Each. Filled Cell Masonry Column With One Grout fill To Be 3000 PSI 45 From Footing To Tie Beam See Floor Plan For Location Grout fill To Be 3000 PSI Double Filled Cell Column NTS See Floor Plan For Location Single Filled Cell Column NTS IO IL Q fo V nn l.L W W N m .. z � V 0 W 00 °o < r r L < ## Z0000 N N ~ 0 rr� LU cn — U x -1 (a v LL �LL m N i � 0 Address: 10 KASSABA Digitally signed Daniel R. by Daniel R. Braden Braden Date: 2022.01.27 11:47:12-05'00' SI-IFFY NO: 3, OF S. JOB NUMBER: 22-23 B VWC, 0. Aft 9770 o o� n ° °°�°��� Provide 45 bars with 12" min. lap into beam and 48 bar dia, into vert, filled cell. Provide Cast -Crete 8UI6-I13/IT precast - lintel set in mortar Min. 8" Bearing Fill lintel solid with grout. 45 cont. beam steel to run through lintel and tie to down rods in jamb cells. Provide PT Buck attached per jamb letails into filled cel 4" Pre -cast Sill rout Filled Cell Provide 45 bars with 12" min. lap into footing and 48 bar dia. into vert, filled cell. Concrete Footing See foundation plan for for exact sizes DETAIL AT WINDOW OPENING IN— C B S WALL Scale: 1/2" = I'—C" Verify with Plan Concrete 12"x 12" Lintel Column Block Rebar Rebar 48 Bar Did_ Min. Overlap Column to Lintel 4ttachmnt NTS SE/4M SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 45 bar BI continuous in each row. Hook vert. bar over top bar with 5 90' bend bar with a 10" min. lap at top bar. Additional Precast Lintel _ „ 45 bars Lintel Bar Clear A B r r'• �'' q CLEAR Length Length Span Bars Bars 2'-10" 2'-8" I'-6" 2,U3 none 'I ----y ----y ----y 3'-6" 3'-4" 2'-2" 2,U3 none 8F8-OB/IT 8F8-IB/IT 8F8-IB/2T Additional 4'-0" 3'-10" '- 28" 2,U3 none #5 bars CLEAR'}:` 4'-6" 4'-4" 3'-2" 2,#3 none One Row of "H" Block Above 5'-4" 5'-2" 4'-O" 2,U3 none 5'-10" 5'-8" 4'-6" 2,#4 Precast Lintel none * :.. Additional i 6'-4" 5'-4" 2,U4 none #5 bars 7'-O" 6'-2" 2,#5 none 8FI6-IB/IT 8FI6-IB/2T 8'-4" �'-10" �'-O" 2,#5 none NOTES: I. min. coverage of steel=1.5" 2. min. bearing required 8 ea. end=8" ALL reinforcing steel is grade 6O. 3. standard for reinf. steel=ASTN A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE > LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Specification Rows of "H" Block Above Bottom Steel Size Top Steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-6" 8FI6-IB/IT ONE 1 #5 1 #5 6113 3541 2854 L31 2'-6" 2' -8" 3'-I" 4'-0" 8FI6-IB/IT ONE 1 #5 1 #5 2931 3019 2128 L45 4'-5" 5'-10" 8FI6-IB/IT ONE 1 #5 1 #5 4360 2093 946 L50 5'-0" C-6" 8FI6-IB/IT ONE 1 #5 1 #5 3480 1880 1204 L60 6'-8" 1'-6" 8FI6-IB/IT ONE 1 #5 1 #5 2661 1634 891 L80 8'-0" 9'-4" 8FI6-IB/IT ONE 1 #5 I #5 1843 1133 139 L90 9'-0" 10'-6" 8FI6-IB/IT ONE 1 #5 I #5 1 1533 914 1 5-19 L90B 9'-0" 10'-6" 8FI6-IB/IT ONE I #5 I #5 1533 914 579 1_100 10'-0" ll'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1366 198 604 LIOOB 10'-0" ll'-4" 8FI6-IB/IT ONE I #5 I #5 1366 198 604 L120 12'-0" 13'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1015 606 433 L120B 12'-0" 13'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1 1015 606 1 433 L140 14'-0" 15'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1250 485 341 L160 16'-O" I�'-4" 8F8-IB/IT ONE I #5 I #5 950 404 25-1 LI60B I6'-O" 17'-4" 8FI6-IB/IT ONE I #5 I #5 950 404 25i - ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS - 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 14'-O" LONG ARE TO BE PRESTRESSED. HIP ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d angular ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2.5" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws based on pressure for roo� stated in permit info box on ones. these plans for appropraite roof 4 FT 2E 3� TYPICAL GABLE 2 I THIIPICAL ® 4 FT 2R 2E 2R .¢ FT 4 FT I 3 ® 4 FT 2E 4 FT Ke Area Edge Field Fastener Pressure Zone I �" 8d x 2.5" ring shank 45 psf Zone 2E, 2R, 2N 8d x 2.5" ring shank i6 psf Zone 3E/3R 8d x 2.5" ring shank 84 psf ANY ZONE #8 x 2.5" Screw 263 ps SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5" nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss R-19 batt 3LOCKING DETAIL )ER STRAPPING TER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 926 over ASTM O type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. \ Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift Truss mfg to provide level return to be I" short of wall — Aluminum Drip Edge t Fascia 2" x 4" Sub -Fascia Kagcan full o vent vinyl soffit install per product approval form on sheet I. I" x 4" nailer attached to level return with (2) 8d ring shank nails with min. 1.5" penetration into soffit framing 12" x 12" concrete column block filled with concrete and (2) 47 bars vert, tied into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of footer 16" below finished floor 12 4 Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ils at each web 5/8II thick stucco on 3/8" hi - rib lath 12" attached to horizontal and vertical wood framing with nails or staples to provide ed 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 Varies - see plan 45 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. I� III IIII IIII I IIII IIII iiii Ills=�Hll Wood Base Trusses at 24" o.c. see shop drawings bg others R-30 Batts Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) 10d R-19 batts truss leg either wet nails into per detail set or in epoxy with truss. Add blocking to on this sheet ( 2'f" o.c.) HETA 20 1810 supporting Max. lbs. uplift Frame ceiling transition !� as needed using metal studs field verify exact configuration �i G 7 it and sizes Drywall ceiling see typical section Ceiling transition Insulation D&tail nts Brace Gable end with 2" x 4" SYP 31:2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss p L X � N �� L � L z� N � � o� (n U oO ELL Z_ 00 O (b � N N L L '� z AiC Brace Gable end with 2" x 4" SYP 3*2 min. 8ft back nailed to bottom — of top chords using (2) IOd nails at each truss PRE-ENGINEERf-D WOOD TRUSSESO 24"o.c. TYPICAL 1 ( shop drawings bg manufacturer ) °p a z O � N 0 a) < In o = NIZ n Q3 Lo N L60 LIO LI00 BI BI BI O � W p- I L90 N � J Fl N 0 W 1 ", � 12 L45 4 SLOPE zi�QL 12" ty/ B1 I E 2 KI Y/ LOP �{ I Q o BI cy � I 4-11 I � W N L31 //BL 5 I _ZZ Y/ N CIA � X Metal roofingand underla ment intstalled per Product Approval attachment diagram on roof plan, juul R/A� 3 W L N U � — o _ 22" x 54" 1 Attic Access I � — 4 SLOPE I with light L N I I 8'-0" MAX. U T ) pp o ed I I BI P IN I I 0 (2) RU sE I z I A IC ,/ I --- Br--�� 12„ I p I I L31 BI I ao I I BI I I I I I I I I I BI L45 BI BI W BI BI (L rrica imps e a HETA hor t each 0 t c i ( 2 ' o.c sup orti Ma . BI BI B1 181 lbs. up$lifl t L90B L�0 LI20 0 • 9 O W 0 N W blown fiberglass17 �R-30 in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete H ETA 20 _and (1) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" dr wall over I" x furring strips at 16" O.C. with R4.1 fi-foil -Insulation on typical 8" Block walls All drywall to be installed per FBC R-102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned � �pper FBC R601.1 and Mortar joints shall comply with FBC R6012.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with Grout and (U 45 bar vert. (typical). Max, ROOF F L/4 N spacing shall not exceed 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings 4" concrete slab with fibermesh OR — ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"x6" WWM on 6 mil over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER tVisqueenreated clean compacted termite treated fill - an coin 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 Address: 10 KASSABA — TRUSS MANUFACTURER Di l — — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR ga ysgne �1 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Daniel R. by Daniel R. 14 T I c a l Section c t I on a t Front Porch CONTRACTOR MTBOA DVSDURV Y TO RTRUSS CBOAOMPANY SURVEY RIORD To Braden `� Braden Date: 2022.01.27 Scale : 1/2" = I'—C" TRUSS CONSTRUCTION 11:47:03-05'00' ,11 � N � Q3 4 U to I _ 0 tJ- O U Z Q fo 111 W W N m QL W z W ��U o < CA CA -t'U ' (- GOOD� L r r < ZCA # CA ~ CA CA O rr� 6 LU (� �fuv LL � U 0 LL SI-IFFY NO: OF S. JOB NUMBER: 22-23 B PANEL "A" Poles BR Load Wire Description circa circa Description Wire Load BR Poles 1 20 1.2 kw U12 Refrigerator I Range #4 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw U12 Kitchen S.A.C. 5 6 Dryer ul0 5.0 kw 30 2 1 20 1.5 kw 412 Kitchen S.A.C. Z S 1 20 U12 Bathroom Recepts 9 10 Air Cond sor #10 5.0 kw 30 2 I 20 1.2 kw #12 Dishwasher 11 12 1 20 1.2 kw 412 Microwave 13 14 Air Hand1 r 410 5.0 kw 30 2 1 IS 414 General Lighting I5 16 1 is 414 General Lighting 11 18 WH #10 5.0 kw 25 2 1 15 #14 General Lighting 19 20 1 15 U14 General Lighting 21 22 GDO #12 0.81 KW 20 1 1 IS 414 General Lighting 23 24 Spare Spare 25 26 Spare Spare 21 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description at . Watts Total(Watts) General Lighting (3 watts sq. ft.) Small Appliance Circuit(s) Range Refrigerator Microwave Dish Washer Clothes Washer Clothes Dryer Water Heater Garage Door Opener 1-I35 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 810 810 Total Watts 35,615 First 10000 Watts 5100% 1 10,000 10,000 Remainder 25,415 ID40% 1 O 10,244 Electric Heat or A/C 10,000 565% 1 10,000 10,000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required = ISO Amps Electrical Symbol Legend rj Single Pole Switch ® Recessed Can Light s3 Double Pole Switch ® Eyeball Recessed P Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle Wall Mounted Light ==9 c Waterproof ground fault circuit interrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc—m-1 Carbon Monoxide Detector Flood Light TQ Thermostat I:= Electrical Panel © Central Vac g Electrical Meter ® Smoke Detector Ceiling fan 0 Television Jack Telephone Jack AC DISC A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION BALANCED ,SIR Opt. FAT10/SLAB 149 CFM IOxlOx6 149 CFM IOxlOx6 F--I `N 12xI2xIo ° B/A 14 Sx4x4 54 FM Vent-thru ____ _ Soffit NTH FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. (3) #1 THHN Copper 2" PVC Schedule 40 conduit 150 AMP MCS PANEL AHU 200a rated O meter can METER Intersystem bonding 2" PVC ( FPL )� Termination point schedule 80 2" rigid service FPL GEC Bare 96 capper wire to (2) 8'' Galvanzied ground rods ELECTRICAL RISER #2/0 AL SER Cable With #1 Grnd 2" PVC Schedule 40 conduit sleeve into attic 200a rated O meter can METER 2" PVC schedule 80 2" rigid service FPL A/C disc. 150 AMP CS PANEL Intersystem bonding Termination point HU GECJ7 Bare #6 co)per wire to (2) 8'-l' Galvanzied ground rods W ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations Which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wire all required smoke it Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected 5. ALL exterior outlets to be WP/GFCI protected. 6. Recessed cans to be installed per NFPA requirements. 7. Tamper resistant AFCI receptacles are required In ALL rooms. 8. A/C Return Air Balance Must comply w/ FBC RM1602 9. A/C Refriq�erant lines that are run thru slabs must be sleeved in -PVC 10. ALL A/C Equipment shall comply with energy calculation II. All work shall be performed by a licensed electrical contractor, the completed system shall be full operative. 12. Contractor shall pay for all "fees, permits, testing, and inspections including blower testing where required. 13, All work shall be coordinated With other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the duration of the Work. NTS 15, Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall Include replacements or repair of any other phase of installation that may have been damaged. 16. It is not the Intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 11. All Work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 18. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 19, All material shall be new and shall bear underwriters' labels Where applicable. 12xI2xI0 B/A F--I 9 CFM 8x4x4 — — — — J P0 IN L — — — — — 162 CFM 12x6x1 Covered Porch C 1R fi�0011 Con 208 CFM on' c er Registers 208 CFM on ceiling fan IOxlOxl 1 IOxIOx� 12" D I N i N 0 1 fi�00>�f F- LI,>F —22" x 54"o Attic Accesswith light IL-----rISO ,4m ' P s CFr 0 4R 4C; r-----------------� I I I I I I I I I I I I I I I I I I I I I I I I 201x20 15 CFM j R7�1 8x4x4 1 �Ceinling; 4 T H I T I I I I I I 1 l i 146 CFM I O x6 x6 COVERED PORCH 20. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 21, Furnish and install all fixtures as called for on the plans or as selected by others. 22, All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 23, All exposed wire below 9'-I" shall be installed in metal EMT conduit. 24. Dryer Vents to be installed per FBC RM1502 S E C 0 N D \ B�Dfi�001�f I 1\ j 12xl2x8 B/A Exhaust Duct Thru Soffit �H.B_ -- Vent thru Exhaust Soffit Duct Thru Wall w.p. G FI Install oulet under disc. �— not shown or Cl clarity E L E 7 Post Light with"-'-' Photo cell I N � p No UQ Q U H.B. Z O I I I Exhaust Duct , n Thru Soffit fQ v, v N W 0 p Z IlU 00 M " O < CA U 00 00 s < C rr < E_ � I Z NN ## Wire For Front Post U r r Light O r r T L 1LL -tl�l LL U N 0) n� �.l SHEET NO: E - I OF S. p ° u1 JOB NUMBER: N � o> 22-23 S Addre s: 10 KASSABA Daniel RDigitally signed by Daniel R. Braden Braden Date: 2022.01.27 11:46:53 05'00' O U 1-�-1 U VI